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�esign
ofessionals, inc.
civil engineers • planners • surveyors
a landscape architects • gls • gps
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (8c" 291-8757
www.designprofossionalsinc.com
ARCHITECT
David Goslin
Architect
I906 MAIN STREET P.O. sox 412
EAST WINDSOR HILL, Cr 06028
TEL (860) 289-4858
_1LA D ROAD OO UTH WINDSOO ' CON ECTI UT
ARCHITECT
IT
T.H.E. DESIGN Barton oaks plaia 2
901 south mopac suite 420
auslin tx 71744 p 512 528 7744
1 512 528 7474 www.thedesign.com
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DESIGN PROFESSIONALS INC. LOCAT/ON PLAN NTS
\�-
THESE DRAWIN69 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER//'aPPl_IGANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS NRITTEN PERMISSION OF PE516N
PROFE5510NALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
TRAFFIC FNIr'INEER
TRAFFIC ENGINEERING
SOLUTIONS, P.C.
BRUCE A. HILLSON, P.E.
193 Lexington Road
Glastonbury, CT 06033
Voice: (860) 657-3579
Fax: (860) 659-0625
,y vs
FINAL
TOti" ` 4 OF
r.. ....F 'k.{i .
AU 1�✓
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THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN NAS 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 OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF —MY EDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. F E B 2 4 2006
12882
RICHARD P. MARTEL LIC. No.
OWNER/APPLIC�
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 !RUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 — HOME
(860) 528-2194 — WORK
(860) 528-2195 — FAX
00*
51-17 51-19
SOUITH WINDSOR
PLANNING k`EP%
SCALE 1111=100,
I
L fA
3
4
5
6
Ll
LP1
Al -A2, A4-A5
51-26
N/F 500' ABUTTER LIST
MAP LOT NAME MAILING ADDRESS
51
7
S—BNK WINDSOR LLC
PO BOX 14115
TREMMELL CROW CO.
READING, PA 19612
51
8
TOWN CENTER OF
1744 ELLINGTON ROAD
SOUTH WINDSOR, LLC
51
9
SOUTHERN NEW ENGLAND
ONE SBC CENTER RM 36—M-01
TELEPHONE COMPANY
ST. LOUIS, MO 63101
51
10
SOUTH WINDSOR REALTY CO, LLC
303 SOUTH BROADWAY STE 105
0/0 PERETZ RESNICK & CO LLP
TARRYTOWN, NY 10591-5422
51
11
PLA TT, DENNIS C. & SHARON E.
97 BOX MOUNTAIN DRIVE
VERNON, CT 06066
51
12
THE GRILLO FAMILY
498 BUCKLAND ROAD
LIMITED PARTNERSHIP
51
13
DODD, HAROLD L.
512 SUCKLAND ROAD
51
14
GIBBS, MILTON £RVIN &
530 BUCKLAND ROAD
FLORDELIS, VIRGINIA
51
15
D BELL ENTERPRISES, LLC
19 OAKLAND ROAD
51
16
MULLER, ✓ULIE CRANDALL
383 FOSTER Sf, l'E£T
51
17
SMITH, ROBERT J. & SMITH, BRIAN J.
68 NATURAL DRIVE
GLASTONBURY, CT 06033
51
19
D BELL ENTERPRISES, LLC
19 OAKLAND ROAD
51
20
SOUTH WINDSOR MEDICAL ARTS CTR
101 CORNERSTONE DRIVE
C/O RAYMOND KURKER
51
21
BELL, DANIEL M.
228 SCANTIC ROAD
EAST WINDSOR, CT 06088
51
22
GAETANO, NUNZIO & GERTRAUD
35 OAKLAND ROAD
51
23
41 OAKLAND ROAD ASSOCIATES, LLC
41 OAKLAND ROAD
51
24
STEWART, ARTHUR E. ' RUTH V.
49 OAKLAND ROAD
51
25
STEIN, MEL VIN D.
69 OAKLAND ROAD
51
26
MALYSZCZYCK/, MARIAN & TERESA
101 OAKLAND ROAD
51
32
METRO REALTY GROUP, LTD
6 tXECURVE DRIVE
FARMINGTON, CT 06032
51
39
SOUTH W/NDSOR REALTY Cq !LC
303 SOUTH BROADWAY STE 105
C/O PERETZ RESNICK & CO LLP
TARRYTOWN, NY 10591-5422
52
92
RERRY PATCH ASSOCIATES
6 EXECUTIVE DRIVE
LIMITED PARTNERSHIP
FARMINGTON, CT 06032
Zoning & J Block
ZONE: GD (GATEWAY DEVELOPMENT) USE: MEDICAL OFFICE
ITEM
REQUIRED/ALLOWED
EXISTING
PROPOSED
Lot Area
3 acres*
48,300 s.f.
48,300 s.f.
1.1 acres*
1.1 acres*
Lot Width
200 ft.
183.83 ft.
183.83 ft.
Min. Lot Depth
200 ft.
266t ft.
266t ft.
Lot Coverage
N/A
—
—
Impervious Coverage
60%
5.1%
34.9%
Side Yard
25 ft./12 ft.***
17.3 ft.
12.7 ft.
Rear Yard
10 ft.
192.1 ff.
168.0 ff.
Front Yard
37.9 ft.***
37.9 ft.
37.9 ft.
Max. Stories/Height
2 stories/30 ft.
1 story
1 story/18 ft.
Parking Spaces*****
26
0
22****
*PER SECTION 5.8.6.a. OF HE SOUTH WINDSOR ZONING REGULATIONS:
PRE—EXISTING LEGALLY —CREATED LOTS THAT DO NOT MEET THE MINIMUM 3 ACRE
REQUIREMENT SHOULD BE CONSIDERED LEGALLY NON —CONFORMING LOTS IN
ACCORDANCE WITH SECTION 3.5.
**VARIANCES APPROVED APRIL 2, 2004 BY THE TOWN OF SOUTH WINDSOR ZONING BOARD OF
APPEALS FOR THE FOLLOWING:
1) A VARIANCE TO SECTION 3.10.3 TO ALLOW EXPANSION OF A NON —CONFORMING STRUCTURE;
2) A 13' VARIANCE TO SECTION 10.2 TO ALLOW A SIDE YARD OF 12%
3) AN 8.7' VARIANCE TO SECION 10.2 TO ALLOW A 56.3' SETBACK FOR PROPOSED ADDITION.
(APPLICATION NO. 2613-04)
VARIANCE APPROVED MAY 6, 2004 BY THE TOWN OF SOUTH WINDSOR ZONING BOARD OF
APPEALS FOR THE FOLLOWING:
1) A 27.1' VARIANCE TO SECTION 10.2 TO ALLOW THE FRONT YARD SETBACK OF THE
EXISTING STRUCTURE TO REMAIN AT 37.9'
***VARIANCES APPROVED DECEMBER 1, 2005 BY THE TOWN OF SOUTH WINDSOR ZONING BOARD OF
APPEALS FOR THE FOLLOWING:
1) A 13' VARIANCE TO SECTION 10.2 TO ALLOW A SIDE YARD OF 12' (SOUTHERLY SIDE);
2) A 27.1' VARIANCE TO SECTION 10.2 TO ALLOW A FRONT YARD SETBACK OF 37.9'.
****PARKING CALCULATION:
5 TREATMENT ROOMS 0 4 SPACES/TREATMENT ROOM = 20 SPACES
6 EMPLOYEES ® 1 SPACE/EMPLOYEE = 6 SPACES
TOTAL SPACES REQUIRED: 26 (25 + 1 HANDICAP)
WAIVER REQUESTED FOR 4 SPACES (22 SPACES PROVIDED)
SHEET INDEX
COVER SHEET
PROPERTY SURVEY
DEMOLITION PLAN
PLOT PLAN
TOPOGRAPHIC PLAN
EROSION & SEDIMENTATION CONTROL PLAN
DETAILS
LANDSCAPE PLAN
LIGHTING PLAN
ARCHITECTURAL DETAILS
DPI PROJ. NO: 044117
Iql?-covernew.dvvg
,'oc t�vse� 4e
CO
I,
REV: I^E5. 25, 2006
REV: JAN. 17, 2006
DATE: DEC. 5, 2005
SHEET 1
9
j
9
LEGEND
0
EXISTING IRON PIN
El
EXISTING MONUMENT
-e-
EXISTING UTILITY POLE
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
-90-
EXISTING CONTOUR
X61
EXISTING SPOT GRADE
EXISTING PROPERTY LINE
- • • • • • • • • • •
100 YEAR FLOODPLAIN BOUNDARY
— — -�
REGULATED AREA
• A AINLAND
WETLANDS
EXISTING TREELINE
NOTES:
1. PARCEL AREA = 48,300 SQUARE FEET =1.1 ACRES
2. HORIZONTAL DATUM IS NAD 1983
VERTICAL DATUM IS NGVD 1988
3. ALL MONUMENTATION FOUND OR SET IS DEPICTED.
4. PARCEL IS ZONED GD PER SOUTH WINDSOR PLANNING AND ZONING REGULATIONS.
5. FLOOD ZONES DEPICTED ARE FROM NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT
COMMUNITY PANEL NUMBER 090036 0006 D REVISED FEBRUARY 23, 2001.
6. WETLANDS DETERMINED BY HIGHLAND SOILS ON MARCH 9, 2004 AND FIELD
LOCATED BY DESIGN PROFESSIONALS, INC.
7. PROPERTY INCURRED 15'f TAKING ALONG FRONTAGE ON JUNE 10, 1974, RESULTING
IN LOT REDUCTION FROM 52,275t S.F. TO 49,500t S.F., PER MAP REFERENCE NO. 5
(A CLASS D SURVEY).
8. PROPERTY INCURRED AVERAGE TAKING OF 8'f (7' TO 9') ALONG FRONTAGE ON MAY 19, 1992
OR AN AREA OF 0.034f AC., PER MAP REFERENCE NO. 3 (A CLASS D SURVEY).
MAP REFERENCES:
1) PROPERTY SURVEYED FOR HARRY W. & CLARA B. SNOW OAKLAND & BUCKLAND ROADS
WAPPING - SOUTH WINDSOR, CONN. SCALE:1"=30' DATE: SEPT. 1948 PETERSEN & HOFFMAN, ENGINEERS
2) RECONSTRUCTION OF BUCKLAND ROAD AS BUILT SOUTH WINDSOR, MANCHESTER CONNECTICUT
SCALE:1"=40' DATE:1991 SHEETS 55, 58 & 60 OF 140
3) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM RICHARD S. KELLEY BY THE STATE OF
CONNECTICUT BUCKLAND ROAD SCALE:1"=40' DATE: JUNE 1991, REVISED THRU 2/19/92 L-C ASSOCIATES
4) PROPERTY OF PETER KARMAZYN 432 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT
SCALE:1"=40' DATE: AUG. 1970 W.M. ALFORD BY THE STATE OF CONNECTICUT BUCKLAND ROAD
SCALE:1"=40' DATE: JUNE 1991
5) PLOT PLAN SHOWING LAND OF NORMAN J. DOREY SCALE:1 "=40' DATE: MARCH 15, 1974
GRISWOLD & FUSS, INC.
6) SULLIVAN AVE., SO. WINDSOR, "INSTALL APPROX.. 5075 FT. OF 6" & 3030 FT OF 4"
PL. MAIN" SCALE 1"=40'; DATE 9-29-97 REVISED TO 10-31-97.
z c x
�� a
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING U IILITIES 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
IMPRESSION SEAL AND ORIGINAL SIGNATURE
\
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
NO. DATE DESCRIPTION
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30-36" OAK
20" CRIM�ON - - - --
KING MAP E12" PIN
FLOWERING 24"r P ECRABAPPLE E 91.46x
36" MAPLE?' J 93.86 4" STEEL POLE
�0I W/CONC. FDN
498 BUCKLAND RD ----- r
37,9' EXISTING
FRAME HOUSE
(1724t SF)
19.0 I'pI FF:96.80
OH EL\TEL\CATV\ — — _j
F
2" BIRCH X.', BIT. DRIVE
�.-
v�
6'"� � g�,p� ter- ' - - � ,,� �"""..►"" _
6" CRABAPPLE
INV:84.71t - - _. �17.3r u /�
WYE=53' N OF MH
0' LAT.
7' DEEP
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
12882
LIC. N-
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft.
APPROX.
L
O
C
.
EXISTING
BRUSH AREA
N86'39'05"E
--1{.1-11
34'
J
APPROX. LOC,
moo,
EXIST. FIRS
G-o
�o
Z
—
\
X90.36
O/ �
1Q \
89,67 X \
i
Tel. 860.291 • 8755
Fax 860.291.8757
i,Fesign.
oTessionals, inc.
civil engineers • planners surveyors
landscape architects • gis gps
165 South - ellite Road, South Windsor, Connecticut 06074
I,. I.P.
ZONE X AREAS OF;
500-YEAR FLOOD
EL. 90.75
F'F;nPEr;TY S if';VEY
DESIGN: RAM DRAWN.• RAM I CHECKED: R
✓oB NO.: 1917 DATE: 02-26- 04
DRAWING NO.: 1917-2sury
ZONE ';E BASE
FLOOD ELEVATIONS
DETERMINED
WFf INLAND WETLANDS
LINE PER MAP REFERENCE #1
\ WF2
ZONE X AREAS OF
500-YEAR FLOOD
EL. 90.75
WF1
N/F
�+ METRO REALTY GROUP, LTD.
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
RESURVEY PREPARED FOR:
THE GRILL0 FA. MIL Y
LIMQ�ITED j�PAR TNER SHIP
490 BUCKLAND ROAD
SOUTH H W11N1ll SOS, CO NEC 11 UCU11
MS W/DH
SHEET
2,
ei•
GENERAL DEMOLITION NOTES
1. FOR PARTIAL DEMOLITION OF EXISTING BUILDING
CONCERNS AND EXTERIOR STOOPS, SEE
ARCHITECTURAL DRAWINGS.
2. FOR UTILITIES, COORDINATE WITH LOCAL
GOVERNING AUTHORITIES AND TOPOGRAPHIC PLAN.
3. EXISTING UTILITY INFORMATION IS BASED ON
AVAILABLE INFORMATION AND RECORDS. LOCATIONS
AREA APPROXIMATE AND NOT ALL UTILITIES MAY
BE SHOWN. PRIOR TO START OF ANY CONSTRUCTION
ACTIVITY, THE CONTRACTOR MUST HAVE ALL
UTILITIES MARKED ON THE GROUND.
CALL -BEFORE -YOU -DIG PHONE NUMBER IS
(1)800-922-4455.
4. PRIOR TO THE START OF DEMOLITION OR ANY
CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL
INSTALL CONSTRUCTION FENCING AND NECESSARY
EROSION CONTROL MEASURES.
5. REFER TO SITE ELECTRICAL PLANS FOR FULL EXTENT
OF REMOVAL AND FOR NEW SITE ELECTRICAL SERVICES.
6. WHERE EXISTING BITUMINOUS PAVEMENT AND CURBING
IS NOTED TO BE REMOVED, SAWCUT A CLEAN, STRAIGHT
EDGE.
7. WHERE EXISTING PAVEMENT AND/OR CURB IS TO BE
REMOVED FOR THE INSTALLATION OF NEW UTILITIES,
SAWCUT A CLEAN, STRAIGHT EDGE, INSTALL UTILITIES,
AND REPLACE PAVEMENT AND/OR CURB TO MATCH
EXISTING.
LEGEND
UO
EXISTING IRON PIN
O
EXISTING MONUMENT
--e-
EXISTING UTILITY POLE
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
-9-0- -
EXISTING CONTOUR
x61.95
EXISTING SPOT GRADE
EXISTING PROPERTY LINE
- • • • • • • • • • • • • • -
100 YEAR FLOODPLAIN BOUNDARY
- - -•
REGULATED AREA
' • '
INLAND WETLANDS
EXISTING TREELINE
■ N 0 01
SILT FENCE
NOTES:
1. PARCEL AREA = 48,300 SQUARE FEET =1.1 ACRES
2. HORIZONTAL DATUM IS NAD 1983
VERTICAL DATUM IS NGVD 1988
3. ALL MONUMENTATION FOUND OR SET IS DEPICTED.
4. PARCEL IS ZONED GD PER SOUTH WINDSOR PLANNING AND ZONING REGULATIONS.
5. FLOOD ZONES DEPICTED ARE FROM NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNEC11CUT
COMMUNITY PANEL NUMBER 090036 0006 D REVISED FEBRUARY 23, 2001.
6. WETLANDS DETERMINED BY HIGHLAND SOILS ON MARCH 9, 2004 AND FIELD
LOCATED BY DESIGN PROFESSIONALS, INC.
7. PROPERTY INCURRED 15'f TAKING ALONG FRONTAGE ON JUNE 10, 1974, RESULTING
IN LOT REDUCTION FROM 52,275f S.F. TO 491500f S.F., PER MAP REFERENCE NO. 5
(A CLASS D SURVEY).
8. PROPERTY INCURRED AVERAGE TAKING OF 8'f (7' TO 9') ALONG FRONTAGE ON MAY 19, 1992
OR AN AREA OF 0.034f AC., PER MAP REFERENCE NO. 3 (A CLASS D SURVEY).
MAP REFERENCES:
1) PROPERTY SURVEYED FOR HARRY W. & CLARA B. SNOW OAKLAND & BUCKLAND ROADS
WAPPING - SOUTH WINDSOR, CONN. SCALE:1"=30' DATE: SEPT. 1948 PETERSEN & HOFFMAN, ENGINEERS
2) RECONSTRUCTION OF BUCKLAND ROAD AS BUILT SOUTH WINDSOR, MANCHESTER CONNECTCUT
SCALE:1"=40' DATE:1991 SHEETS 55, 58 & 60 OF 140
3) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM RICHARD S. KELLEY BY THE STATE OF
CONNECTCUT BUCKLAND ROAD SCALE:1"=40' DATE: JUNE 1991, REVISED THRU 2/19/92 L-C ASSOCIATES
4) PROPERTY OF PETER KARMAZYN 432 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT
SCALE:1"=40' DATE: AUG. 1970 W.M. ALFORD BY THE STATE OF CONNECTICUT BUCKLAND ROAD
SCALE:1"=40' DATE: JUNE 1991
5) PLOT PLAN SHOWING LAND OF NORMAN J. DOREY SCALE:1"=40' DATE:MARCH 15, 1974
GRISWOLD & FUSS, INC.
6) SULLIVAN AVE., SO. WINDSOR, "INSTALL APPROX. 5075 FT. OF 6" & 3030 FT OF 4"
PL. MAIN" SCALE 1"=40'; DATE 9-29-97 REVISED TO 10-31-97.
o u u
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
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
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
PROTECT EXISTING TREE
TO BE TRIMMED & PRUNED BY
TREES MARKED TO BE REMOVED APPROX. LO LICENSED ARBORIST _ `•,_,
WITHIN THE STATE RIGHT OF WAY N/F 40 OA -
MUST BE APPROVED FOR REMOVAL HAROLD L. DODD
BY THE TOWN TREE WARDEN AND SILT FENCE REMOVE EXIST. N86.39'05"E __,__r,...,.._ -
APPROX. LOC. PINE TREES
G •�
PROPERLY SIGNED PRIOR TO THEIR (TYP.) �`�r 3A-
SNET11................
\ WF5 �
REMOVAL 24 PINES / \ ,
2953
AREA
\ , _ oo�
1 BEUCLEARED
T W - ------ `�-
`._----
) -- --- ' S.Y. REMOVE EXIST.
APPROX. LOC. 25 .�
1 �! EXISTING FENCING / �•�`�'
BRUSH AREA I �� \ g
1 �; d I-0 PROTECT EXISTING TREE T� \
< �-
M i ail 30" 7d BE TRIMMED &PRUNED BY { �o `may FZONE LOODAELE ELEVATIONS
LICENSED ARBORIST APPROX. LOG. ' A/
30-36 OAK \ DETERMINED
` - - REMOVE 1 _
I ' 1 APPROX. LOC.
II 2 �I OV X l EXISTING �j, WF3 INLAND WETLANDS
II I �, ;`,Iv 8" TREE BRUSH AREA 011�
I L_ 1 REMOVE EXIST. APPROX. LOC.
II " 20' CRIM ON - _ - - - _ _ LINE PER MAP REFERENCE #1
� � ;d EXIST. FIRS o_ � I;;iti�
, IN, MAP E REMOVE G
II III REMOVE EXIST. REMOVE EXIST. 10 \ WF2
12" 2 PI E ' i
I f: FLOWERING - X a
CRABAPPLE 24, P E ZONE X AREAS OF
500-YEAR FLOOD
EL. 90.75 WF1
REMOVE EXIST.
II I I REMOVE EXIST. I I FENCING , �� METRO REALTY GROUP, LTD.
II 36 MAPLES J _ _ a'
i \ a
II I ♦ ♦ / \
4" STEEL POLE
REMOVE �1 t
M �'I I W/GONG. FDN ,♦ �� \
d- oo L.F. EXIST SILT FEIy�E'� \
� `�t CONC. WALK 498 BUCKLAND RD (TYJR,)' \
; �- 37.9' EXISTING r- REMOVE 117t L.F.
ILIA , ,II z� FRAME HOUSE REMOVE OH
�; wl (1724t SF) I WIRES EXIST. CONC. WALK j �+zoNE x ,aA�
FF: 96.80 I & POLE ! DEE��
� --""�" 0 E 0-1
� � ' OH EL\TEL\CATV 41
-wLOO
II R MOVE EXIST.
M ILBOX � - I XIST.
II 1 2 BIRCH �FENCING-
yE
II z EMOVE 641 f o
QI F. EXIST. -J REE _ �„ i.P.
II ��� ' REMOVE REIMOVE "�r� ZONEY AR FLOOD
AREASOF;
E
iJ TION
DRIVE ' ` * � a \ � � ' - .--- EL. 90.75
QII j �,�.,- PLANTINGS - _ .,,, '""'"'"'•. _
6" CRABAPP
II �� SILT FENCE _ 0, ! " 17.3'
O (TYP.)
o it �; dl 18' MAPLE DENNIS C. do SHARON E. PLATT
X X1 ;i 18" MAPLE
a � �'�h PROTECT EXISTING TREE
WYE=53' N OF MH TO BE TRIMMED & PRUNED BY
0' LAT. LICENSED ARBORIST
7' DEEP
I `i it
I �
14 I
ESMH
TF:94.29 I
I 1 INV:84.00t �✓il
I
I
I �
I
I I
iV
I
REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
TIC Tt.111
NO. DATE DESCRIPTION 81 ' IC. N
rr��„
i RICHARD P. MARTEL LTC. No.
GRAPHIC SCALE
20 D 10 20 40
( IN FEET )
1 inch = 20 ft.
Tel. 860.291 • 8755
Fax "60.291.8757
ifesign ®a p
rof e s s io n a I s , inc. DES/GN.• RAM DRAW. RAM CHECKED: RPM
civil engineers • planners surveyors '
■
landscape architects • gis • gps joe No.: 1917 DATE.• 12-05-05
165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1917--2sury
�- O 1„ 1.P.
ms
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
RESURVEY PREPARED FOR:
4900 BUCKLAND ROAD
l 1 hl 1115I 00 0I;t , C O\\ I C t l I
MS W/DH
ADJUST GUY WIRE AS
NECESSARY FOR SIDEWALK
INSTALLATION
II
I{I
II
II
II
II
II
11
II
I I
II
II
II
II
II
II
II
II
II
I I
II
II
II
LEGEND II
0 EXISTING IRON PIN II
QQ IRON PIN TO BE SET II
F-1 EXISTING MONUMENT II
EXISTING UTILITY POLE
-- EXISTING PROPERTY LINE II
�---0 HANDICAP ACCESSIBLE ENTRANCE II
I I
II
II
II
II
NOTES: I I
II
1. PARCEL AREA = 48,300 SQUARE FEET =1.1 ACRES
2. HORIZONTAL DATUM IS NAD 1983 II
3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
4. PARCEL IS ZONED GD PER SOUTH WINDSOR PLANNING AND ZONING REGULATIONS.
5. FLOOD ZONES DEPICTED ARE FROM NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT
COMMUNITY PANEL NUMBER 090036 0006 D REVISED FEBRUARY 23, 2001. I
6. PROPERTY INCURRED 15'f TAKING ALONG FRONTAGE ON JUNE 10, 1974, RESULTING
IN LOT REDUCTION FROM 52,275f S.F. TO 49,500f S.F., PER MAP REFERENCE NO. 5
(A CLASS D SURVEY).
7. PROPERTY INCURRED AVERAGE TAKING OF 8'f (7' TO 9') ALONG FRONTAGE ON MAY 19, 1992
OR AN AREA OF 0.034f AC., PER MAP REFERENCE NO. 3 (A CLASS D SURVEY).
8. PAVEMENT AND BUILDING LOCATIONS ON ABUTTING PROPERTIES ARE APPROXIMATE
(NOT FIELD LOCATED).
i
MAP REFERENCES:
Iwo
1) PROPERTY SURVEYED FOR HARRY W. & CLARA B. SNOW OAKLAND & BUCKLAND ROADS
WAPPING - SOUTH WINDSOR, CONN. SCALE:1 "=30' DATE: SEPT. 1948 PETERSEN & HOFFMAN, ENGINEERS
2) RECONSTRUC11ON OF BUCKLAND ROAD AS BUILT SOUTH WINDSOR, MANCHESTER CONNECTICUT
SCALE:1 "=40' DATE:1991 SHEETS 55, 58 & 60 OF 140
3) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM RICHARD S. KELLEY BY THE STATE OF
CONNECTICUT BUCKLAND ROAD SCALE:1"=40' DATE: JUNE 1991, REVISED THRU 2/19/92 L-C ASSOCIATES
4) PROPERTY OF PETER KARMAZYN 432 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT
SCALE:1"=40' DATE: AUG. 1970 W.M. ALFORD BY THE STATE OF CONNECTICUT BUCKLAND ROAD
SCALE:1 "=40' DATE: JUNE 1991
5) PLOT PLAN SHOWING LAND OF NORMAN J. DOREY SCALE:1 "=40' DATE: MARCH 15, 1974
GRISWOLD & FUSS, INC.
6) SULLIVAN AVE., SO. WINDSOR, "INSTALL APPROX. 5075 FT. OF 6" & 3030 FT OF 4"
PL. MAIN" SCALE 1"=40'; DATE 9-29-97 REVISED TO 10-31-97.
o 11 a
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
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
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
- - - - - - - - - -
I
I !
I
I !
I !
I I
I #512
! APPROX. LOCATION I
! I
i EXISTING HOUSE---------------
-
APPROX. LOCATION
EXISTING PRIVATE DRIVEWAY - - - - - - - - - - - - - - - - - N/F
(GRAVEL) - - - - ------------ - - - - -- HAROLD L. DODD
SNET I##2953
II
II
II
I `
I
II
N
PROP. BIT. ?
ACCESS DRIVE
------ — - 25' S.Y.
PROP. SIGN I
(SEE SHEET A4)
PROP. 4' CONC. WALK
iM
100
41.6'
1
U '
Z
0
U
PROP. EDGE i
LANDSCAPING
SCREENING
SCREENING
5'x5'—
TRANS.
PAD
HVAC UNITS
2'x2' CONC.
PADS
F22� I
L — -I
I
I
I
498 BUCKLAND RD
EXISTING r PROPOSED
FRAME HOUSE I ADDITION
(1724t SF)
FF:96.80 I (1434t SF)
FF: 96.80
J BSMT:88.20 7'
I
L —
PROPOSED 6' PVC FENCE FOR
SCREENING (228 L.F.)
FUTURE
CONNECTION
N86'39'05"E
PROP. BIT.
PARKING AREA
22 SPACES
24'
C)
rr
1 T-
ARKING SPACE SIGN
HANDRAILS (TYP.)
41
VAN ACCESSIBLE
PARKING SPACE
(SEE DETAIL
0
�I
--- °�
I.F.
�4' CON
WALK °
` PROP. RETAINING
9.3 WALL (MAX HT. 3.5')
PROP. DUMPSTER
00 17.3 PAD_& ENCLOSURE FUTURE,
Q_ �,,..►•�"�� _ - - _ _ - - - - " SEE DETAIL I APPROX. LOCATION I CONNEOTION
- - - - - - (DUMPSTER TO BE I EXISTING BIT. PVMTF i
N/F EMPTIED EARLY PRIOR I I 8> i
DENNIS C. & SHARON E. PLATT TO BUILDING OPENING) 24 !
I I
— — — — — — — — — — —
#490 I I
! li APPROX. LOCATION \� i
APPROX. LOCATION EXISTING GRASS AREA I I
EXISTING BUILDING ! I I I
!
— — — — — — — — — — — ' I
I I
I I I
I I I I
I I
I I
1 I I
I
I ! I !
I 1 I
I
! I 1
I ! �
I I I
I � �
REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ADOP f BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 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 2-23-06 ADD APPROVAL LETTERS RAM
1 1-17-06 ADD HC RAMP AT NORTH END OF PROP. WALK RAM 12882
NO. DATE DESCRIPTION By RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET)
1 inch = 20 ft.
MS
SOWN Sf1
o
5 • r.
4 6�"
SOR-CONS
February 16, 2006
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 860 / 644-2511
Becky Meyer, Project Engineer
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Re: The Grillo Family Limited Partnership
498 Buckland Road, South Windsor, CT
Dear Ms. Meyer:
The South Windsor Water Pollution Control Authority, at its regular meeting of February 7, 2006, gave
approval to the application of The Grillo Family Limited Partnership to change property located at 498
Buckland Road from residential use to a commercial use; as more specifically shown on plans entitled
"The Grillo Family Limited Partnership, Site Plan, 498 Buckland Road, South Windsor, Connecticut",
Prepared by Design Professionals, Inc., South Windsor, CT, Job. No.: 1917, Sheet No.: 2/6 "Property
Survey", Dated 02/26/04, with revision date 1/17/06, and subject to the following conditions:
1. Payment of outstanding unbilled sewer user charges in the amount of $3,000.00, and sewer
assessment fees equally the difference between residential and commercial rates.
2. The connection fee will be $2,164 (difference between commercial and residential rates).
3. Technical approval of the Town Engineering Department.
4. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the
sewer line has been installed and inspected by the Town staff, and based upon the written
verification of the Town staff that said sanitary sewer line was installed in substantial conformance
with the design 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.
Very truly yours,
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
Joseph J. Carino, Chairman
498 BUCKLAND ROAD
Water Pollution Control Authority
SOUTH WINDSOR, CT 06074
JC:ead
(860) 528-0639 - HOME
(860) 528-2194 - WORK
Cc: Michael J. Gantick, Director of Public Works
(860) 528-2195 ^- FAX
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
Tel. 860.291 • 8755
� �esign Fax 860.291.8757
JC
0 �
rofessionals, Inc.
0 civil engineers • planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
PLOT PLAN
DESIGN. RAM DRAWN.• RAM I CHECKED. Fr
✓08 No.: 1917 DATE 12-05-05
DRAWNG NO.: 1917-3,o%tneW
040MM .t,
��, �� 1540 SULLIVAN AVENUE • "!1TH WINDSOR, CT 05074
~�SOQ20N� 1 LLEPHONE (860) 644-2511
July 21, 2005
Certified # 70020460000197444255
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
RE: Appl. #05-38P - Grillo Family Limited Partnership
Dear Ms. Meyer:
At the July 6, 2005 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved application #05-38P - Grillo Family Partnership -498 Buckland
Road - IWA/CC application for the construction of a medical office building, a parking
lot, grading, utilities, and associated improvements on property located east of Buckland
Road. Gateway Development (GD) 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 liability, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on July 6, 2010. 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. We recommend a bond in the amount of $5,000 be submitted to the Planning &
Zoning Commission to ensure compliance with the erosion and sediment control
measures.
7. We recommend a bond in the amount of $5,000 be submitted to the Planning &
Zoning Commission to ensure installation and establishment of the stormwater
structures.
Very truly yours,
l-afu'Ltn Idl-.
Elizabeth Warren, Chairperson
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
EW:dr
cc: Chief Building Official
The Grillo Family Limited Partnership
0�tOMM s,�
`ls1wr oleSIOUA ` &U14ot
Xx �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 05074
H�OA'cOFd TELEPHONE (860) 644-2511
FLED MAIL # 7004 1160 0007 412Z; 2294
/ 6, 2006
to Family Limited Partnership
n Street
'indsor, CT 06074
. Robert M. Grillo:
ri #05-73P, The Grillo Family Limited Partnership
rleased to advise you that the Planning & Zoning Commission voted on January 24, 2006 to approve
difications the abovo-referenced application to approve the Site Plan of Development for property
it 498 Buckland Road, Gateway development zone.
roval 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 filed in the Town Clerk's office.
3. This application is subject to the conditions of approval of the Wand Wetlands Agency/Conservation .
Commission, including a bond in the amount of $5,000 for erosion & sediment control, and a bond in the
amount of $5,000 for detention basin establishment.
4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the
Zoning Regulations.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of $2,OW is required and must be submitted prior to filing of mylars.
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 cat only be granted by the Water
Pollution Control Authority.
9. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
10. The Town Engineer's review comments dated January 12, 2006, must be addressed to the Town
Engineer's satisfaction.
11. Parking waiver of 4 spaces with the maximum of five operatorics to be equipped under this approval.
Additional operatories require further approval from this Commission
12. This approval is for an office of general dentistry, only.
13. At such time as a site plan is approved for the property to the north and/or to the south, interconnections
shall be constructed in the areas shown on the subject site plan OR as agreed by the two property owners
and further approved by the Planning and Zoning Commission. After the interconnections are
constructed, the driveway for 498 Buckland Road shall the,z serve as the primary site access drive for the
northern and southern abutting properties. Failure to construct the driveway interconnections shall bf,
construed as a zoning violation and shall be pursued via the remedies available to the Town for zoning
violations. ,
14. In aoeerdance with the provisions of Section 3.A, the applicants shall enter into and file on the land
records a joint access agreement that includes at a minimum the following:
• An easement allowing cross access to and from the other properties served by the access drive;
• An agreement that remaining access rights along Buckland Road are dedicated to the Town of South
Windsor
Bln .ic and white transparent mylars of Sheet # 3 with the above modifications, fngether with three blueprint
copies of the entire set of plans must be submitted tc s 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 mylars.
After the mylars have been signed by the Commission, they will be returned 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,
Patrick Kennedy, Chairman
Planning & Zoning Commission
PK/bmm
cc: Zoning/Wetlands Enforcement Officer
Chief Building Official
Assessor
Fire Marshal
Town Engineer
Becky Meyer, Design Professionals
RESURVEY PREPARED FOR:
THE GRILL0 FA MIL Y
LII�jI,IITED PAR THE -?SHIP
SHEET
3
110.
LEGEND
00
EXISTING IRON PIN
QQ
IRON PIN TO BE SET
El
EXISTING MONUMENT
__G_
EXISTING UTILITY POLE
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
-Q -
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SPOT GRADE
X92.50
PROPOSED SPOT GRADE
PROPOSED RETAINING WALL
^�
EXISTING TREELINE
PROPOSED TREELINE
--
EXISTING PROPERTY LINE
- • • .. • • .......
FLOODZONE BOUNDARY
- -�
REGULATED AREA
•
INLAND WETLANDS
IIIIIIII--0
HANDICAP ACCESSIBLE ENTRANCE
NOTES:
1. PARCEL AREA = 48,300 SQUARE FEET =1.1 ACRES
2. HORIZONTAL DATUM IS NAD 1983
VERTICAL DATUM IS NGVD 1988
3. ALL MONUMENTATION FOUND OR SET IS DEPICTED.
4. PARCEL IS ZONED GD PER SOUTH WINDSOR PLANNING AND ZONING REGULATIONS.
5. FLOOD ZONES DEPICTED ARE FROM NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT
COMMUNITY PANEL NUMBER 090036 0006 D REVISED FEBRUARY 23, 2001.
6. WETLANDS DETERMINED BY HIGHLAND SOILS ON MARCH 9, 2004 AND FIELD
LOCATED BY DESIGN PROFESSIONALS, INC.
7. PROPERTY INCURRED 15'f TAKING ALONG FRONTAGE ON JUNE 10, 1974, RESULTING
IN LOT REDUCTION FROM 52,275f S.F. TO 49,500f S.F., PER MAP REFERENCE NO. 5
(A CLASS D SURVEY).
8. PROPERTY INCURRED AVERAGE TAKING OF 8'f (7' TO 9') ALONG FRONTAGE ON MAY 19, 1992
OR AN AREA OF 0.034f AC., PER MAP REFERENCE NO. 3 (A CLASS D SURVEY).
9. PAVEMENT AND BUILDING LOCA11ONS ON ABUTTING PROPERTIES ARE APPROXIMATE
(NOT FIELD LOCATED).
MAP REFERENCES:
1) PROPERTY SURVEYED FOR HARRY W. & CLARA B. SNOW OAKLAND & BUCKLAND ROADS
WAPPING - SOUTH WINDSOR, CONN. SCALE:1"=30' DATE: SEPT. 1948 PETERSEN & HOFFMAN, ENGINEERS
2) RECONSTRUCTION OF BUCKLAND ROAD AS BUILT SOUTH WINDSOR, MANCHESTER CONNECTICUT
SCALE:1 "=40' DATE:1991 SHEETS 55, 58 & 60 OF 140
3) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM RICHARD S. KELLEY BY THE STATE OF
CONNECTICUT BUCKLAND ROAD SCALE:1"=40' DATE: JUNE 1991, REVISED THRU 2/19/92 L-C ASSOCIATES
4) PROPERTY OF PETER KARMAZYN 432 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT
SCALE:1 "=40' DATE: AUG. 1970 W.M. ALFORD BY THE STATE OF CONNECTICUT BUCKLAND ROAD
SCALE:1 "=40' DATE: JUNE 1991
5) PLOT PLAN SHOWING LAND OF NORMAN J. DOREY SCALE:1 "=40' DATE: MARCH 15, 1974
GRISWOLD & FUSS, INC.
6) SULLIVAN AVF., SO. WINDSOR, "INSTALL APPROX. 5075 FT. OF 6" & 3030 FT OF 4"
PL. MAIN" SCALE 1"=40'; DATE 9-29-97 REVISED TO 10-31-97.
o 11 a
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
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 SEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
- - - - - - - - - -
1
I
I
I
I 1
I I
I
I `
I '
I '
1 #512
+
APPROX. LOCATION 1
I
EXISTING HOUSE `
-------------------- PROPOSED 6' PVC FENCE FOR
SCREENING (228 L.F.)
APPROX. LOCATION APPROX. LOC. FUTURE
EXISTING PRIVATE DRIVEWAY - - - - - - - - - - - - - - - - - N/F 40" OAK CONNECTION
(GRAVEL) - ----- ---------
-- -- - - -- HAROLD L. DODD
N86'39'05"E
ADJUST GUY WIRE AS
NECESSARY FOR SIDEWALK =-•� i• r L CLCB, OUTLET STRU(
INSTALLATION
SN ET 2953 � ) TOP (COVER):9008E
INV 6" ORIFICE:89.3
STONE SPILLWAY EL
TOP BERM: 91,10
X91.45 X91,53 �
II 111IIij 33ti �3°� PROP. BIT. .26 X91.13
_, s t _ , ACCESS DRIVE _ 9
II• I i 'II ' __--- ----' ..�..-_` 25' S.Y. 27 D -
I+ PROPOSED
L KOFF , RIP RAP
I � I III 3•
r
II r 1111, Lo
10 30" OAK 91.1 c0
II I I I I'I PROP. SIGN-
c� (SEE SHEET A4-
I+ III PROP. BIT. 1Z
II d I I I i 24" E PARKii AREA �i \ � 22 SPACES
r-
11 1 I 2 PROP. 4' CONC. WALK ' • 93,5 \
°po
+(z < s
II I JI�
,,a �� Fo � ' 0.I rji � Cgpl, ROP. EDGE OF - Cp ` G A S SWALE
O.
II � 1 + A APING VAN ACCESSIBLE
S EENI PROPOSED FENC PARKING SPACE SIG
PROP. G S FOR SCREENING S TAIL)
'
M ER TRANS
PAD VAN ACCESSIBLE �Q
94. PARKING SPACE
11 I P � I RAL GAS GRADE TO DRAIN HVAC UNITS i (SEE DETAIL
+ S RVI 2'x2' CONC. _I p1iJ 95.14
NEW GAS SERVICE 120 LF 1 COPPER WATER
PADS 0� 1 N
COORDINATE WITH MECH. '
I� ;` � I I I 6
DRAWINGS FOR SIZE EX. CCB ' `II 9450 x L ! I 95.30-9A
TF: 1.99 II I1 -1, 193,86 I 6 x95.86 p
HANDRAILS ( ��
NEW WATER SERVICE TAP INV( CP):88.76f
BY WATER COMPANY - I INV(CPP):88.76f
1" CORPORATION VALVE
INV(�11IPVC):
"CPP): 88.84fto
_
_ s6 0
INV.1 900 d- 00 „ (- PROP. SUMP PUMP L_ --I ,5, r ,
�
498 BUCKLAND RD /
- - - ♦ - EXISTING r
I ii1 41 6" FRAME HOUSE PROPOSED • �3'0 •89.;
` - - - - ' ' - I I rI (1724t SF) ADDITION
PROVIDE 50 LF HORIZONTAL DRI LING I ♦9 - I 12
FF:96.80 I �1434t SF) 96,80 � •
FOR 1" WATER LINE CONNECTION AND FF:96.80
GAS LINE CONNECTION OR I I tt' " (p ' _ - J BSMT:88.20 7'
TRENCHING AS ALLOWED BY TOW OF + f11
po�♦� r .
SOUTH WINDSOR ACROSS BUCKL ND I'i ` <�`y0 ♦ I C TF:92.43
ROAD TO WATER AND GAS MAI S. 92.66 'i' ` I i Y F 4, ♦ ♦ L _ IidV: �9:5
I I ` III i ♦ I ` ON
1 ♦ 1 \ 'L r
II ZI I I Id �'o ♦ I -- BC TOP: 90.00
HOC' ��P® `Z� ♦ ♦ -� °> GRADE TO ZONE X AREAS OF ;80T:89.00
Q
DRAIN HT.1.00'
WALK
93, 500-YEAR FLOOD
TOP: 93.S0
I+ �QP gP ' ° G� - BOT:9o.00 EL. ,90.75
w I F�' �.F'g�� PROP. RETAINING
II Q I' �I o �6� TOP:93.10 WALLHT.
�I ±� ' Ij 0 \\� ,�..• BOT:91.00 (MAX( 3 5 )
II I I' ` �••- _ 12.7' HT:2.10' - _ - - 9.3'
C� I II , d 6" CRABAPPLE _
TOP:93.00 PROP'. DUMPSTER FUTURD
17.3' BOT:92.00 - 0,85 1
I 0 INV:84.71f- - - _1HT:1- PAD_& ENCLOSURE 1
.00' 1 i
-1 �j 1 Iw o_ - - _ _ _ _ _ - " `$EE DETAIL I APPROX. LOCATION I CONNECTION
II OI I, `'i - - - - - - - (DUMPSTER TO BE I EXISTING BIT. PVMTI. I
X 11 J + ' , N/F EMPTIED EARLY PRIOR I '
o xl I+ +Ij, 18" MAPLE DENNIS C. do SHARON E. PLATT TO BUILDING OPENING) 24 + 8
O_ I I 18" MAPLE
Q I { I I I�j I
Ll-----------i --- \
Q j al II, �� WYE=53' N OF MH r - - #490 '
0' LAT. 1 I APPROX. LOCATION
I II , APPROX. LOCATION I EXISTING GRASS' AREA ,
CONNECTICUT WATER COMPANY TO INSTALL WATER 7' DEEP
, I I EXISTING BUILDING
SERVICE & VALVESI TO PROPERTY LINE. '
CONTRACTOR TO PROVIDE TRENCHING, EXCAVATION, I, , F _ _ _ - - _ _ - - - - -I- - - - - - ABUTTER TOPO
FILL & ROAD REPAIRS. 1 II I i + II FROM SOUTH WINDSOR TOWN MAPPING `
I I
II I I N I
I III I ,
' 1111 I I
� I I
` ESMH
I TF: 9 4.2 9 'I _ _ L - I '
I INV: 84.00f+I 1
I I
I , I
{ II I
+ , 1
" + I
I I I
II II I - - - -
111 I
II
I III I
II
II
II
REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
1 1-17-06 ADD EX. SEWER LATERAL/ROOF LEADER, SUMP PUMP RAM 12882
NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
20 D 10 20 40
( IN FEET )
1 inch = 20 ft.
MS W/DH
�x-a5,
QY D15SIPATO
PROP. TREELINE _12"-FE OUTLET AT:89 A
i L I
- WF5 X88,
�O X88,66
0
�O
-1 WF4 1 QV /l o�
ZONE AE BASE
OQ y FLOOD ELEVATIONS
DETERMINED
WF3
INLAND WETLANDS
PROPOSED
WATER'QUALI 1 LINE PER MAP REFERENCE #1
DETENTION B
AND SWALE WF2
7 ZONE X AREAS OF
500-YEAR FLOOD
EL. 90.75
WF1
N/F
METRO REALTY GROUP, LTD.
S
1X91.
-41
ZON ,4RgAS `
X ERMINED TO BE
OUTSIDE 500-YEAR
FLOOD O 1" 1. P.
I
,,....-
96.2
» \ PROP. TREELINE
9'25 30 W .\
\90 ----------
Tel. 860.291 • s. 3
� Fax 860.291.8757
Cpesmign TOPIDGRAMIC fib
rofessionals, inc.
DESIGN.•RAM DRA � WN. RAM CHECKED: k
civil engineers • planners surveyors
landscape architects • gis gps JOB No.: 1917 DATE 12-05-05
165 `.youth Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: 1917-4t000new
OWNER /APPLI CANT.
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
RESURVEY PREPARED FOR:
THE GRILLU FA MIL Y
LIMITED PAR TNERSHIP
4900 EBUC KLAND ROAD
SOUTH WUNDSORL, CC®MUCTUCUT
SHEET
4 /
Ll
Sedimentation and Erosion Control Plan
Narrative:
Introduction: The site is located at 498 Buckland Road in South Windsor, Connecticut, and
contains a total of 1.1 Acres. The site is grassy with a small area of light woods and grades
ranging from 1 to 5% throughout. There is currently a single family house and garage on the site.
Approximately 4.7% of the site is classified as wetlands. The wetlands are located on the
southern portion of the property.
Proposed Development: The proposed development of the site includes the conversion of the
existing house into a dental office, an addition of approximately 1680 square feet to the, rear of
the house, and the construction of a _ 13,120 square foot parking area providing 20 parking stalls
and a 24' wide entrance drive. Also proposed is a 4' concrete sidewalk within the Buckland Road
right of way as required in the Buckland Gateway Development Zone.
A water quality/detention basin will be constructed at the rear of the property to treat the
runoff
from the proposed development. For additional details on the storm drainage design, see the
Stormwater Management Plan.
Minimal wetlands will be disturbed by the construction proposed on the site (approximately
220 square feet due to the construction of a storm drainge pipe, flared end and energy
dissipator
at the basin outlet,)
The major erosion control concern on the project is for the protection of the adjacent residential
properties and of the existing watercourse (Plum Gully Brook) from sediment loads resulting from
additional pavement runoff. Erosion Control fencing is expected to be sufficient to protect the
adjacent properties from construction activities. The water quality/detention basin will be used
as a sediment basin during construction and will serve to detain the runoff before its eventual
discharge into Plum Gully Brook. The site will be stabilized as quickly as feasible during the
construction process.
Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive
erosion/sedimentation control plan has been developed as part of the proposed design. These
measures include the following:
1. Installation of silt fence downslope of disturbed areas.
2. Installation of silt fence around stockpiled materials.
3. Use of the water quality/detention basin during construction as a sediment basin.
4. Seeding and mulching disturbed areas as soon as practical during construction.
5. Limiting the areas of disturbance during construction
6. Installation of construction entrance pads, and sweeping of radways as needed.
7. Maintenance of the above measures.
The Maintenance schedule and requirements for the measures are listed below. The requirements
stated are a summary of the requirements per the State Erosion Control Manual. The contractor
will be required to meet all requirements of the State Manual.
Silt Fence: Inspect a minimum of once per week and within 24 hours of the end of a storm
with a rainfall amount of 0.5" or greater to determine maintenance needs. When used for
dewatering operations, inspect frequently before, during and after pumping operations. Remove
the sediment deposits when sediment reaches apprxoimately on half of height of the existing
L---- Replace 7- Me '-_ a ILL'- 2 hours i observed
L�.71.
I CIIGC. RCIJIUC:C or repalf lnC ICn(:C within L`t IIVUf, VI VVJCI VCU IUIIUI e.
Temporary Sediment Basin: Inspect the temporary sediment basin at least once a week and
within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater to determine
condition in the basin. Clean the sediment basin of sediments when sediiment accumulation
exceeds one half of the wet storage capacity for the basin or when the depth of available pool is
reriilceri to 1R inches_ whichever is nnhieveri first; Sediment levels ehall he marked within the
sediment storage areas by stakes or other means showing the threshold elevations for sediment
cleanout. Prior to removal of sediment, dewater basin avoiding discharge of sediment into any
watercourse. Dispose of sediment by spreading in an area outside of wetlands and upland review
areas. Place silt fence around the spread sediment, and seed.
The erosion/sedimentation control plan is contained within the design plans and details.
Permanent 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.
Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and
cleaned of silt and/or debris. The riprap shall be reshaped and replenished as required.
Pavement Sweeping: The parking area shall be swept at a minimum of twice per year. Once in
the spring shortly after the end of the snow season, and once in the fall after the leaves have
fallen.
Outlet Structure: The detention basin outlet shall be inspected annually, and all debris and silt
shall be removed. The discharge point from the outlet system shall be inspected also, and all silt
and debris shall be removed. The riprap at the discharge shall be rearranged and replenished as
needed. All silt and debris shall be disposed of at a suitable location.
Water Quality/Detention Basin: The basin shall be inspected twice yearly. All large woody growth
that may affect the flow of water or the stability of the basin shall be removed. The spillway
shall also be inspected after any flow passes through it. The riprap shall be rearranged and
added to as required to maintain the design as per the design plans. Any erosion or other
problems that may affect the proper operation of the basin shall be repaired promptly.
The nrniect will renuire Inland Wetlands annroval; Plonnina and 7onina Commission approval, and
WPCA approval for, change ^of use from the Town of South Windsor, Connecticut prior to
construction.
The maintenance of the permanent measures will be the responsibility of the property owners.
The contact for emergencies during construction would be the owner (The Grillo Family Limited
^Partnership) or their designated contact (such as site general contractor).
SEEDING SCHEDULE
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANENT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE.
WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
KAAP REFERENCES:
1) PROPERTY SURVEYED FOR HARRY W. & CLARA B. SNOW OAKLAND & BUCKLAND ROADS
WAPPING - SOUTH WINDSOR, CONN. SCALE:1"=30' DATE: SEPT. 1948 PETERSEN & HOFFMAN, ENGINEERS
2) RECONSTRUCTION OF BUCKLAND ROAD AS BUILT SOUTH WINDSOR, MANCHESTER CONNECTiCUT
Qr AI F• 1 "=An' nATF• 1 aa1 QHFFTC ri+"i riR Rr rn nF 1411
3) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM RICHARD S. KELLEY BY THE STATE OF
CONNECTiCUT BUCKLAND ROAD SCALE:1"=40' DATE: JUNE 1991, REVISED THRU 2/19/92 L-C ASSOCIATES
4) PROPERTY OF PETER KARMAZYN 432 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT
SCALE:1"=40' DATE: AUG. 1970 W.M. ALFORD BY THE STATE OF CONNECTICUT BUCKLAND ROAD
SCALE:1"=40' DATE: JUNE 1991
5) PLOT PLAN SHOWING LAND OF NORMAN J. DOREY SCALE:1 "=40' DATE: MARCH 15, 1974
GRISWOLD & FUSS, INC.
6) SULLIVAN AVE., SO. WINDSOR, "INSTALL APPROX. 5075 FT. OF 6" & 3030 FT OF 4"
PL. MAIN" SCALE 1"=40'; DATE 9-29-97 REVISED TO 10-31-97.
z _< x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z il it 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 FN
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
ANTI -TRACKING APRON
6"N2" STONE OVER
FILTER FABRIC
ET 42953
N/F
HAROLD L. DODD
---------------------------
- "
25 SY.
I I L0 -
M
II ;��
II 1 ,III PROP. SIGN �\ _ -�FMPORA�
` U (SEE SHEET A4 I"' _(- -_ 'SGIL
I I 1, ,II 1\ 1 i r STnCKP1�
Z 1 OA
II001 ��4
PROP. G S
I `
Ii I 1 Fill iI 1 ME ER 5'x5'
TRANS.
PAD
PROP.
I ----- I LAT HVAC UNITS C�
{ 2'xi-' C0NC.
NEW GAS SERVICE ,�' / /r `t i ' m _ 2 LF 1' COPPEK W/ ir_R / ` I PADS 1
COORDINATE WITH MECH. /
DRAWINGS FOR SIZE EX. CCB "I I 1
---�,
TF: 1.99
1 1
iNEW WATER SERVICE TAP / II INV(CP): 88.76t Ill
D I A A T17
LR CCIM P AIV1I� `r I
II IN V�U]F h8ti '): .76: l U�
I 1
1" CORPORATION VALVE I I INV( "CPP): 88.84E I i it r I I
II I I 111V(� PVC): 90`10 - -1 I r pR p. '?" F+Vi / l` PROP. SUMP PUMP L_ '
498 BUCKLAND RD J
`-I�----- ----- I rl EXISTING r + \
FRAME HOUSE PROPOSED
r \ (1724t SF) 'ADDITION
n I I 4 I FF:96.80 I �1434t SF)
PROVIDE 50 LF HOR120NTAL DP.I LR ` P""� ' '' ; ��oo
FOR 1" ''WATER LINE CONNECTION A P I 1 FF: 96.80 \
GAS LINE CONNECTION OR ` �pc - _J SMT: 88.20
TSOUTHING WINDSORAS LLOWED CROSS BUCKLBY TOWi ND�
ROAD TO WATER AND GAS MAR S. 1' it UFO. L - -�
M H
1
II w
I
@���
►I N
I
� �
11 III -�
-mass
O II
+,
I ��� rd i,
J II 00
J
III
11111,
1 _-
o II
xol
� II
aIty
0--
<I
1, ,
1' 'I
I WYE=53' N OF MH
0' LAT.
CONNECTICUT WATER C�JMPANY
SERVICE P� VALVES' TO
TO INSTALL WATER
(PROPERTY LINE.
i
III
7' DEEP
CONTRACTOR TO PROVIDE TRENCHING, EXCAVATION,
FII I_ & ROAD REPAIRS.
li i
, +I
1
, II
111
I
11 II
„
I
`
11 +I
ES II
i TF:94.29 US'INV:84.00fI
II
SEDIMENT BASIN SIZING II
,I
BASIN #
TOTAL VOLUME*
CF
1
2400
3
1800
4
2600
5
1400
6
2000
* Provide required volume below outlet pipe I I
LAYER
FLAW CRUSHED STONE
1
MM
NOTES
1. LAYOUT OF BARRIERS IS SUBJECT TO EMS71140 TOPOGRAPHY
2 SEDIMENT TRAPS ARE TO BE INSTALLED AS DIRECTED.
A INTENT OF SEDIMENT TRAPS IS TO INTERCEPT SILT PARTICLES
BEFORE THEY CAN REACH WETLANDS ALL SEDIMENT BASINS ARE
TO BE CLEANED WHEN DEPTH OF ACCUMULATION REACHES A POINT
WERE THE BASIN IS NOT ABLE TO FUNCTION PROPERLY MID/OR
WHEN SEDIMENT REACHES A DEPTH OF SB'.
STANDPIPE - SET ar PIPE WITH INLET MIN.
/ NEAREST CATCH BASIN. YM O SRT BASIN 5
REMOVED, REMOTE PIPE FROM CB AND PLOD
HOLE W CB. PROVIDE REQUIRED VOLUME OF
BASIN BELOW OVTIET PIPE
AND, 2.1 SLOPE
CRUSHED STONE, HEIGHT TO BE
'WED IN FIELD.
OPE
�noa
SEDIMENT TRAP / TEMPORARY SILT & STILLING BASIN
NOT TO SCALE
I
N/F
DENNiS C. do SHARON E. PLATT
V
r
I XCC]JJ�/
1 SILT FENCE (TYP.)
SOILS
EoA - Elmwood Very Fine Sandy Loam, 0 to 3 percent slopes
Fine texture, moderately permeable, moderately well -drained
Coarse texture, high moisture -holding capacity
LmA - Limerick Silt Loam, 0 to 1-5 percent slopes
Poorly drained silty soil of flood plain, subject to frequent flooding
High moisture -holding capacity
NOTE: SOILS NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION
SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE.
DETAIL OF TEMPORARY SILTATION BASIN OUTLET
THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
EROSION CONTROL ONLY, AND IS NOT TO 20 a ,o zo -�
( IN FEET )
1-17-06 ADD EX. SEWER LATERAL/ROOF LEADER, SUMP PUMP RAM .13E USED F O R UTILITIES C O N S I R U C T I O N. 1 inch = 20 ft.
DATE I DESCRIPTION I BY
Tel. 860.291 • 8755
Fax 860.291.8757
Cpesign
rof essionals, Inc.
civil engineers • planners surveyors
■
landscape architects • gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
TEMP. BERM & RISER:
USE AS SEDIMENTATION BASIN
DURING CONSTRUCTION
(SEE DETAIL)\
ENERGY D I ._iPATOR \ ,
-PROP.REELINE 12"- Ft. -OUTLI AT:89.00) \� '
M"Aw no
CL(--k I_IJTLET SIRUCT�
TOP (1,2 RCP): 90.55
TOP (CIDVER): 90.88 J�
6" 6P,IFICE:89.30 \ �%
-TMPORAR,,,1F SPILLWAY EL:90.1 1'\��\
TOPSOiLLE LLRM: 91.100.
r
-�\ �• i
, " �\vVWF4,_,'-'PROPOSEDRIP RAP0BASE
��VATIONS
D
WF3 INLAND WETLANDS
�pO\/ G A S SWALE LINE PER MAP REFERENCE #1
\ WF2
c r
ZONE X AREAS OF
\ 500-YEAR FLOOD
EL. 90.75 WF1
\ , METRO REALTYFGROUP, LTD.
o PR P S D ,*
RIP R P
/ \ 4 \
89.3
ZONE__X -AREA
DETERMINED TO BE
FLOOD OUTSIDE 500-YEAR O
TF: 92.43 +..�'•''�
,/•,.•I1VC%`t5,`.�:'��J•
ZONE X AREAS OF,
500-YEAR FLOOD
EL. 90.75
PROP. RETAINING
WALL (MAX HT. 3.5')
SILT FENCE (TYP.)
LEGEND
MS W
O PROPOSED IRON PIN
I EXISTING IRON PIN
0 EXISTING MONUMENT
LIMIT OF REGULATED WETLANDS
- • • - LIMIT OF 80' REGULATED UPLAND REVIEW AREA
SILT FENCE/HAYBALES
�I1�11� SOILS
..................... FLOODZONE BOUNDARY
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY
THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE
UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED.
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.
3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECES`_=ARY.
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
AGENCY.
6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOB SWEEPING EXISTING ROADS AS
REQUIRED.
7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY
SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES:
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.
10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY.
11. FROZEN MATERIAL SHALL IVV I Dr- VSED FVR FILL IVVR SHALL FILL DE PLACED VIrC CVIVIPAV IED VIV
FROZEN GROUND.
12. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE.
SCDOMENTATOGY o
EROSION C�OMn TRDL PLAN
DESIGN: RAM DRAWN: RAM I CHECKED: RPM/GB.
✓OB No.: 1917 DA TE: 12- 05-05
DRAWING NO.: 1917-5esnew
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
RESURVEY PREPARED FOR: SHEET
THE GRILL® FAMILY
LIMITED PAR TN.FRSHIP 5
490 BUCKLAND ROAD 6
SOUTH WINDSOR. CONNECTICUT
(3-1
ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT
EXCAVATE A 6"x6' TRENCH FENCING TO THE
J UPSLVPL POST UPSLOPE FROM POSTS. ANSC'ILNTG
END OF THE POST
24' MIN FOR STABILITY FE
AND SELF-
CLEANING.
0 0 0 0 0 0 '� I I III I MITI= 1=1 I �III- I I=1TI=
�_0 0 0 0 -III-III_ I=1 1
131313 1313 6" CT D.O.T. 2" STONE TO BE PLACED '=IIIIII -111 �1-III
z 13 13 13 O O 13 OVER FILTER FABRIC MATERIAL
000 00
NOTE:
0 0 0 SEE GRADING AND UTILITY 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
O O O O E3 E SHEET FOR PAVEMENT WIDTHS FABRICS IT INTO THE TRENCH THE EXCAVATED SOIL.
000 00
13 O O O 13 COMPACTED
0 0 0 0 0 BACKFlLL
0 0 0 131313 4=--.
j jT_ _ _11=1 11= -EDGE of PAVEMENTI i111-11 III= I III IIII,-11THRU-STREET-1 11-11�-1
ANTI -TRACKING APRON CONSTRUCTION OF SYNTHETIC FILTER BARRIER
N.T.S.
8'-0"ABLE
HANDICAP ACCESSIBLE
18'-0' WIDTH
_ 8,_0,
AISLE ACC` HANDICAP
/ PARKING PARKING SYMBOL
SPACE
4. WIDE
PAINTED UNE (TYP.)
EDGE OF ASPHALTIC 18-0"
CONCRETE PAVING OR 4" WIDE PAINTED
CURB I UNES O 18" O.C. 45'"NG.
4" WHITE
PAINT LINE (TYP.) PRECAST CONCRETE
WHEEL STOP
EDGE OF
ASPHALTIC ASPHALTIC CONCRETE
CONCRETE
PAVING
HANDICAPPED SIGNS
TYPE 'A' & 'B' REFERENCE
CENTER ON SPACE
8' CONCRETE WALK
W/BROOM FINISH
\I I/
TYPICAL ON -GRADE PARKING SPACE VAN ACCESSIBLE PARKING STALL
N.T.S. WT.&
9"
PAVEMENT HANDICAP PARKING SYMBOL
GUTTER LINE
N.T.S.
LAWN /
STREETS /
CROSS-COUNTRY
PAVED AREAS
TOPSOIL k SOD OR SEED
4
NATIVE BACKFlLL
�.
SHALL NOT CONTAIN ASHES,
a`° a
CINDERS, SHELL, FROZEN
MATERIAL, LOOSE DEBRIS OR
STONES LARGER THAN 2"IN
MAXIMUM DIMENSION
0"
CAUTION TAPE
SCREENED SAND
12 IN.
ILM
CABLE, AS SPECIFIED
NOTE:
6' MIN.
COORDINATE WITH
ELECTRICAL DRAWINGS.
ELECTRICAL TRENCH
N.T.S.
3'-0" MIN F'-N,>
ADA PARKING SIGNAGE
MODEL DA-3 AS
MANUFACTURED
BY TAPCO OR
APPROVED EQUAL
12"x6"
'VAN ACCESSIBL
ADA SIGNAGE
MODEL DA-24
AS MANUFACTUI
BY TAPCO OR
APPROVED EQU)
)EWALK
CURB
SECTION
CONC. PEDESTRIAN CURB RAMP -TYPE 2
ADA VAN ACCESSIBLE
ALUMINUM PANEL SIGN
INISHED GRADE
L" U CHANNEL PVS I
-OLOR: BLACK
/2" EXPANSION JOINT
)NCRETE WALK OR PAVEMENT
12" SQ. CONCRETE
FOUNDATION
COMPACTED SUBGRADE
ACCESSIBLE SIGN POSTS
N.T.S.
PLAT
"E" "F» "3
f1 "H"
4 i
1 1
""ram FILTER FABRIC
SECTION X-X 7
\ (MIRAFI 140N O.A.E.)
18" MODIFIED RIP RAP 6" GRAVEL
A
B
C
D
E
F
G
H
WT RIP -RAP
IN TONS
12'
9'
3'
1'
1'
5'
1'
3'
12
SETTLING BASIN/ENERGY DISSIPATOR
N.T.S.
N.T.S.
11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
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
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY
STRAW BALE
1. EXCAVATE A TRENCH 4"
ncFP ANn THr WAnTu r1F A
STRAW BALE. lil) Ii) L• PLACE STRAW AND STAKE SAW
BALES, TWO STAKES PER BALE.
li Sill II Ill) l If BINDING WIRE OR TWINE
STAKE
c PACKED STRAW
n
PLAN VIEW nnMPAr.Tcn PACKrILI
4. BACKFILL AND COMPACT
3. WEDGE LOOSE STRAW II j THE EXCAVATED SOIL AS
BETWEEN BALES TO CREATE 15 II if If SHOWN ON THE UPHILL SIDE
A CONTINUOUS BARRIER. �ljS II IIII ly OF THE BARRIER TO PRE-
VENT PIPING.
li I$ Wi Ii 11 IIIS
I-1-7,'Ili ��
h►P111111�11 lllpllll�l11
111�11'hi�� l l III �I I'Ililq l l
I
BOTTOM OF
DRAINAGE WAY
PLAN VIEW
l/�/ III )I�IIi 11 III 11'IIII B
V NOTE:
ELEVATION AT POINT A SHOULD
BE HIGHER THAN ELEVATION AT
POINT R,
CROSS SECTION
HAYBALE INSTALLATION
12" SIGN 'A'
Do t
DESIGN NOTES
1. CONCRETE, 4000 P.S.I., 28 DAYS.
9 3/4" 2. WEIGHT :SRO LBS.
3. REINFORCEMENT, (2) 1J4 R.R. BAR.
4. (2) 3/4• HOLES CAST IN FOR ANCHORING.
6" o
6'
a a a '-
7" , oa
TYPICAL CROSS SECTION STRAIGHT SECTION
WHITE TEXT AND
BORDERS
HANDICAPPED
PARKING
BLUE
BACKGROUND
STATE PERMIT
REQUIRED VIOLATORS
WILL BE FINED
'B'
SIGN
NOTES'
T
-SIGNS SHALL BE 16 GAUGE
FLAT SCREENED ALUMINUM
VAN ACCESSIBLE
DESIGNED FOR LONG TERM
OUTDOOR USE AND MOUNTED
ON U-CHANNF! POSTS,
BLACK PAINTED STEEL POST,
MOUNTED AT PROPER HEIGHT
PARKING SIGNAGE
PER STATE REGULATIONS
AAA
-SIGNAGE SHALL BE STATE OF
CONNECTICUT CODE
COMPLIANT
ACCESSIBLE PARKING SIGNS ._
N.T.S.
PRECAST CONCRETE WHEEL STOP
N.T.S.
CAP UNIT ADHERES
TO TOP UNIT
W/CONCRETE
MODULAR
CONCRETE
HEIGHT: SEE SITE PL
(0"-48" HT. TYP.)
GRANULAR LEVELING PAD
MIN. 6" THICK
CONC. MODULAR RETAINING WALL
N.T.S.
1 1 /2"-RITIIMINOUS
CONCRETE, CLASS 1
WIDTH VARIES
1 1/2" SURF :OURSE-BITUMINOUS
CONCRETE, CLASS 2
1-1/2" GRADE PER
TOPOGRAPHIC PLAN
in
PROCESS STONE BASE -/ �12" PROCESSED
4" DEPTH AFTER COMPACTION GRAVEL BASE
PLACED IN TWO COURSES
BITUMINOUS CONCRE � E PAVEMENT SECTION
BROOM FINISHED PANEL
VERTICAL SURFACE
FF 1 I 3 8„
1/2 1/8" rADIUS
TOOLED JOINT WITH SEALANT
1/16' TOOL APPLIED BACKER ROD
COMPRESSED TO 5/8" OF FULL
DIA. OF ROD
PREFORMED JOINT FILLER
FILL TO 1" BELOW THE SLAB
SURFACE (NON -IMPREGNATED
CLOSED CELL BACKER ROD)
EXPANSION JOINT FOR CONC. WALKS
N. T.S.
"ENCE
5" THICK CONC. DUMPSTER PAD
(SEE PLANS FOR DIMENSIONS) U/
DU1 "PSTFR ENCIIOF IF,. DETAII
1LTA
0'-8 5/16'
4'-6 3/8'-
I 0'-8 13/16'
-h 1- 3'-1 3/4' -
4'-0'
FRONT
1/20 SMOOTH STEEL BARS
4"X8" ❑PENINGS 28.
SPOT WELD @ EACH J❑INT
36'
TOP
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
I
I
Type "C-L" top and
0'-8 13/16'
0'-8'
BARS O 12"O.C.
PAVEMENT 5" THICK 4000 # CONCRETE SLAB
�- ...
\ \ SEE PLAN FOR DIMENSIONS
000 0 0 0o o 000
0
e THICK
PROCESSED STONE
ni IKAPgTER PAIL nP"TAII
STANDARD PRECAST
CONCRETE UNIT
N.T.S.
3'-6'
10 13/16'-I I-'- 8 IA
ORIFICE
CO' 'ED SUBGRADE
OUTLET PIPE 12' RCP
MODIFIED RIP RAP PAD---'
Clasp "A" I
Con(:i ete 1 1'-0' 3'-0'
ff I
SIDE
CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED
AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH
MINIMUM 1/2'X3' STAINLESS STEEL BOLTS
Type C-L Top
with Type "A" grate
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.
DETENTION BASIN OUTLET
N.T.S.
CONSTRUCTION OR 1/2" EXPANSION JOINT
7 CONTROL JOINT EVERY 20'-0- (MAX)
PROVIDE CLASS A CONCRETE- I
(4000 PSI) \
\\\\ WIDTH VARIES
PLAN 4 1n• TO
F' URB w
FINISH GRADE Z
J
x WIDTH VARIES 6" F-
i'-0" I W
(e•1rA.) 6" 1/4" R 1/4" R
1" to
I 1 /2"• 1' l 1/4"/FT SLOPE TO CURB s /ri sac
- •• °
e9e°e°a 44°9e°.4 Qa.4 ( x
- COMPACTED SUBGRADE L. n• TOPSOIL (MIN.)
5" COI�C., SIDEWALK
4" TOPSOIL (MIN.)
12" PROCESS STONE
SECTION
5" CONCRETE SIDEWALK
Tel. 860.291 • 8755
Fax 860.291.8757
esigN 1�OL��
■ O 4A e 0 n a I s, ' n c ■ DESIGN: DRAWN. RAM CHECKED: GBS
0 civil engineers • planners surveyors
landscane architects • --is Qns ✓OB NO•: 1917 DATE,• 12-05-05
e
N.T.S.
NV It:
BITUMINOUS CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE DESIGN & CONSTRUCTION STANDARDS FOR PURI IC IMPROVEMENTS
FOR THE TOWN OF WETHERSFIELD, CONNECTICUT.
6" BITUMINOUS CONCRETE 1_1110 CURBING
N. I.J.
LAWN/ STREETS/ STREETS/ UWN/
CROSS-COUNTRY PAVED AREAS
PAVED AREAS is CROSS-COUNTRY l
SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL NM
_ Arr•:10VEO GRANULAR NON -ORGANIC
BACKFILL MATERIAL PLACED AND • ' I'�
'�. v •• •. O COMPACTED IN ONE FOOT (MAX) LIFTS 0' •�• 12• -{
'O ' • �, WARNING TAPE PER CONN. GENERAL ' O•
• _ STATUTE 18-345, AS AMENDED, '
1 6 •o PLACED 12' (MIN.) TO 24• (MAX) /• • O•
. ' ABOVE THE TOP OF THE PIPE. . Yam,
}� BANK RUN GRAVEL FILL
.O y , • PLACED AND COMPACTED ®'
�, . . • . ' 0• SAND BLANKET IN B• LAYERS. NO ,Q
• _ l STONE LARGER THAN -
• •� • . • 1-1�2• MATERIAL . • , »-t ••
+• : • .: •_ : SHALL i,IEEr D.G.T. .._ , ,. .
•S • J ••• PIPE• AS SPEgFlEO M.0203 . J ••• : t 12•
n.j • .D•••'J -• ti: • 3/4' BROKEN TRAPROCK J• •+•'.�a_- .'%. PIPE
�: 3/4• CRUSHED STONE BEDDING t/2 O.D.
MATERIAL IN ROCK EXCAVATION OR •••ti • ti �'•' ti•' PIPE
Al .2 AS DIRECTED BY THE Ere,•"+EER.
:qT .7 -�� �� THE MATERIAL SHALT. /4" I. rT.I
1� FMIL'LI'TO'CENTERUNE OF PIPE
12•411 O 12'WHE+US&10POLYETHYLENE OR ABS PIPE.12•O.D.
PIPE PIPE 12•
I '
\I' :: LI : li ► r 1 •► �ili•L•1�►�•T►{i)«1T►`l�li�� ■ •
A
L- 4'-4..
APPLICATION OF GRADE
V-7 3/8'=
PVMT_ CROSS -SLOPE
to w
w DD T-
ij
X Q x (O
W 2 CV I
!n
o (no i
-
Ww
Z W
�vN
0=w
V)
U
a z CLASS 'C' CONC. `t'
w 3 OR PRECAST CONC.
- BLOCK
8" 3'-0" CLASS 'C' CONC.
4'-4" 5'-4'
SECTION B-B SECTION A -A
TYPE 'C' CATCH BASIN
not to scale
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 ',ASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
1 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" 4'-8 3/4" - -I
BRICK LEVELERS
o a 3-5/8"
io
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 52b-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
PREPARED FOR:
THA; GRILL® JL MIL Y
LIMITUDPA_RTNERSHIP
490 BJCKA D 'EkOA1
3-5/8'
SHEET
6,
LANDSCAPE NOTES:
1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE
PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST.
2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED
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. THE BOTTOM OF THE DETENTION BASIN SHALL BE MAINTAINED AS
SAND FOR INFILTRATION PURPOSES.
PARTICLE DISTRIBUTION SHALL BE:
GRAVEL LESS THAN 10%
COARSE TO MEDIUM SAND 30-65%
FINE SAND 5-20%
VERY FINE SAND 0-20%
SILT 15-25%
CLAY 15-25%
3. 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. SEEDING MIXTURE TYPE II (LOW MAINTENANCE)
TALL FESCUE 70% OF MIXTIIRE
PERENNIAL RYEGRASS 10% OF MIXTURE
CREEPING RED FESCUE 10% OF MIXTURE
ALSIKE CLOVER 5% OF MIXTURE
REDTOP 5% OF MIXTURE
APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH ® 1200 LBS. PER ACRE.
C. 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 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE.
4. ALL TREES A111) SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004 BY
THE AMERIGmil NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL
TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. ALL TREES PLANTED
WITHIN THE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S
TREE WARDEN AND PUBLIC WORKS DIRECTOR.
5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10
FALL - SEPTEMBER 15 TO NOVEMBER 15
6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS E;iIST iO 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.
7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS.
9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO:
A. BARK MULCH- 107o-12%
B. COURSE SAND- AS NECESSARY
C. CLAY LOAM TOP SOIL- AS NECESSARY
D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING
SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE:
A. GRAVEL -LESS THAN 10%
B. COARSE/MEDIAN SAND- 557w-65%
C. FIND TO VERY FINE SAND- 15%-25%
D. SILT- 107o-20%
E. CLAY- 157c-20%
10. SOIL AMENDMENTS:
A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A
MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE).
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 rFR �"^NUFACTURERS RECOMMENDATIONS FOR METHOD AND APPLICATION RATE FOR
EACH TREE AND SHRUB.
11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING
SEASON OF THE FIRST YEAR WARRANTY. MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OF
THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S
TREE WARDEN.
STREET TREE PLANTING SPECIFICATIONS
1. ALL TREES WILL BE HANDLED BY THE ROOT BALL AND NOT BY THE TRUNK
OF THE TREE.
2. ALL ROPE OR TWINE WILL BE COMPLETELY REMOVED ONCE THE TREE HAS
BEEN PLACED IN THE PLANTING AREA, BURLAP WILL BE ROLLED DOWN AND
CUT OR TUCKED UNDER THE ROOT BALL.
3. ANY WIRE BASKETS WILL BE CUT AND THE UPPER 2/3 REMOVED AFTER THE
TREE IS PLACED IN THE PLANTING AREA.
4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE
PLANTING SITE.
5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL WILL BE
REMOVED.
6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL WILL BE
EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO INCHES LESS
THAN THE OVERALL HEIGHT OF THE ROOT BALL AS MEASURED FROM THE
ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF THE ROOT BALL.
7. ALL EXCE7' '-XCAVATED MATERIAL WILL BE DEPOSITED AT AN APPROVED SITE.
8. WHEN BACK FILLING TREES, GROWING MEDIUM WILL BE WORKED IN TO
AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO COMPACT
GROWING MEDIUM EXCESSIVELY.
9. THE BEGINNING OF THE ROOT FLAIR WILL BE SET TWO INCHES ABOVE
FINAL GRADE.
10. WATER WILL BE APPLIED AS SOIL CONDITIONS DICTATE.
11. ALL TREE TRUNKS WILL BE FREE FROM ANY INJURY OR DAMAGE.
12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER.
13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DIRECTED BY THE
TREE WARDEN.
14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN 2".
15. ALL TAGS, RIBBONS OR OTHER MARKINGS WILL BE REMOVED.
16. NO PRUNING WILL BE PERFORMED UNLESS DIRECTED BY THE TREE WARDEN.
17. NO FERTILIZERS OR WATER POLYMERS WILL BE APPLIED AT PLANTING.
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS:
TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE
TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL OL LONG ENOUGH T" ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED
INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK
13 MM (0.5 IN.) DIAM.
PLASTIC HOSE
GALVANIZED WIRE OR CABLE -
TWIST WIRE TO TIGHTEN.
TURNBUCKLES FOR TREES OVER
150 MM (6 IN.) CALIPER.
750 MM (30 IN.) LONG -
WOOD STAKE.
ALL STAKES SHALL BE DRIVEN OUTSIDE
THE EDGE OF THE ROOT BALL.
PLASTIC FLAGGING OR OTHER VISUAL
MARKER ON EACH WIRE.
OPTIONAL METAL DRIVE ANCHORS,
FINSTALLED PER MANUFACTURERS
DIRECTIONS.
ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK
IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM
THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST
GROWING SEASON AFTER PLANTING.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE.
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE.
o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE.
o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT PALL PRIOR TO PLANTING.
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE.
o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE.
NOTES
1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF
OWNER'S REPRESENTATIVE.
2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT
TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSER(
TREE PLANTING DIFTAIL W/ STAKING
NOT TO SCALE
z _< X
II II
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
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
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
INTERIOR LANDSCAPE FOR PARKING
REQUIRED INTERIOR LANDSCAPE:
5% (358 S.F.)
PROPOSED INTERIOR LANDSCAPE:
5% (358 S.F.)
DO NOT HEAVILY PRUNE THE TREE AT PLANTING
PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
LEADERS. AND BROKEN OR DEAD BRANCHES.
SOME INTERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL.
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
MARK THE NORTH SIDE OF THE TREF__
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
SET TOP OF ROOT BAL FLUSH TO
GRADE OR 25-50 MM 1-2 IN.�, 4C
HIGHER IN SLOWLY DR ING SUITS.
200 MM (8 IN.)
100 MM (4 IN.) HIGH EARTH SAUCER
"�'f,++ BEYOND EDGE OF ROOT BALL.
50 MM (2 1146 MULCH. DO NO PLACE
"
'REMOVE
MULCH IN CONTACT WITH TREE TRUNK.
MAINTAIN THE MULCH WEED -FREE FOR
',',',',',',
ALL TWINE, ROPE AND WIRE, AND
','��'�a" , , REMOVE FROM TOP HALF OF ROOT BALL
A MINIMUM OF ONE YEAR AFTER
'
PLANTING.
'
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF
PLACE ROOT BALL ON UNEXCAVATED
OR TAMPED SOIL.
PLANTING AREAS, TYPES OF SOIL
AMENDMENTS, OR SOIL REPLACEMENT,
TAMP SOIL AROUND ROOT BALL
SEE "SOIL IMPROVEMENT DETAILS."
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
NOTES
1. NO MULCH WITHIN 3' OF TREE.
TREE PLANTING DETAIL
NOT TO SCALE
NOTE. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
REVISIONS
1 1-17-06 HC RAMP, EXIST. UTILITIES
NO. DATE DESCRIPTION
RAMMRICHARD L. BOSTON
LICENSED LANSCAPE ARCHITECT
BY
+ 12"
SHRUB PLANTING DETAIL
NOT TO SCALE
3" HIGH EARTH SAUCER (TYP.)
3" SHREDDED BARK MULCH
REMOVE BURLAP AND TIES
FROM TOP 1/3 BALL
1" SHREDDED BARK MULCH
GROUND COVER BEDS
COMPACTED SUBGRADE (TYP.)
PLANTING SOIL MIXTURE (TYP.)
CONNECTICUT LICENSE NO.. 568
r+ A 1, ir- e_ r%mAM-rrr%-r
5UU-YEAR FLUUU
EL. 90.75
_PROP. RETAINING
WALL (MAX HT. 3.5')
LANDSCAPE PLANTING SCHEDULE
PROPOSED 6' PVC FENCE
FOR SCREENING (228 L.F.)
SEEDING MIXTURE
TYPE II ..,ETLAND
PROP. TREE E HERBACOUS ,
PLANTIMr. AP17AIq - -
F5
�9
ZONE AREAS
ERMINED TO RE
OUTSIDE 500-YEAR
FLOOD
/ZONE AE BASE
FLOOD ELEVATIONS
DETERMINED
SEEDING MIXTURE
TYPE III
WF3 � INLAND WETLANDS
_PROPOSED
TREELINE
WF2
N/F
METRO REALTY GROUP, LTD.
QTY.
KEY
SCIENTIFIC NAME
COMMON NAME
SIZE
TYPE
REMARKS AT MATURITY:
TREES:
1
MS
MAGNOLIA STELLATA 'ROSEA'
PINK STAR MAGNOLIA
6'-7' HT
ONT.
PLANT AS SHOWN (12'HT-1O'W)
4
PC
PYRUS CALLERYANA 'ARISTOCRAT'
ARISTOCRAT ORNAMENTAL PEAR
6' HT
B&B
PLANT AS SHOWN (30'HT-20'W)
7
TOE
THUJA OCCIDENTALIS 'EMERALD GREEN'
EMERALD GREEN ARBORVITAE
6' HT
B&B
PLANT AS SHOWN (2O'HT-1O'W)
6
TO
THUJA OCCIDENTALIS 'TECHNY'
MISSIOIJ ARBORVITAE
6' HT
B&B
PLANT AS SHOWN (2O'HT-1O'W)
3
PA
PLANTANUS X ACERIFOLIA 'BLOODGOOD'
BLOODGOOD LONDON PLANETREE
3" CAL.
B&B
PLANT AS SHOWN (70'HT-60'W)
SHRUBS:
18
CA
CLETHRA ALNIFOLIA 'SIXTEEN CANDLES'
SIXTEEN CANDLES SUMMERSWEET
24"-30"HT
CONT.
3' O.C.
4
CE
CORNUS 'AU RUENTO- MARGIN ATA'
CREAM -EDGE TATARIAN DOGWOOD
24"-30"HT
B&B
6' O.C.
37
IC
ILEX CRENATA 'GREEN LUSTER'
GREEN LUSTER JAPANESE HOLLY
24"HT
B&B
3' O.C.
8
RCW
RHODODENDRON CATAWBIENSE, VAR.
PINK HYBRID RHODODENRON
24"-30"HT
B&B
6' O.C.
13
WIT
WEIGELA FLORIDA 'ALEXANDRA'
WINE AND ROSES WEIGELA
24"-30"HT
B&B
4' O.C.
PERENNIALS:
44
CS
CAREX SIDEROSTICHA 'VARIEGATA'
VARIEGATED SEDGE
2 YR. GROWTH
CONT.
12" O.C.
2
MS
MISCANTHIUS SINENSUS 'LITTLE ZEBRA'
LITTLE ZEBRA PP13008 GRASS
1 YR. GROWTH
CONT.
24" O.C.
44
HS
HEMEROCALLIS 'HAPPY RETURNS'
HAPPY RETURNS DAYLILY
1 YR. GROWTH
CONT.
24" O.C.
52
HE
HOSTA SIIEBOLDIANA 'ELEGANS'
ELEGANS HOSTA
2 YR. GROWTH
CONT.
24" O.C.
679
PT
PACHYSANDRA TERMINALIS
JAPANESE SPURGE
2 YR. GROWTH
4"POT
12" O.C.
10
RFS
RUDBECKIA FULGIDA SULLIVANTII
GOLDSTURM BLACK-EYED SUSAN
2 YR. GROWTH
CONT.
24" O.C.
'GOLDSTURM'
466
VIA
VINCA MINOR 'MISS JEKYLL'
MISS JEKYLL PERIWINKLE
1 YR. GROWTH
FLATS
12" O.C.
GRAPHIC SCALE I
20 0 10 20 40
( IN FEET) J
I inch = 20 ft. I
Tel. 860.291 • 8755
Fax 860.291.8757
1flesign ,
rofess'onals, Inc.
® civil engineers • planners surveyors
■
landscape architects • gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
LAND 'C;l� E F'L�NI
DESIGN. • RAM DRAWN: RAM I CHECKED: RLB
✓oB No.: 1917 DATE.• 12-05-05
DRAWNG NO.: 1917-L 1new. dw4
, / MS W/DH
AREAS FOR WETLAND MITIGATION/RESTORATION
WATER QUALITY BASIN BOTTOM (470 S.F._
SCIENTIFIC NAME
CARE;; CRINITA
CAREX LURIDA
CAREX STRICTA
COMMON NAME
FRINGED SEDGE
LURID SEDGE
TUSSOCK SEDGE
NOTE:THE ABOVE PLAN IS SHALL BE INSTALLED
IN THE STORM DETENTION BASIN. THE PLACEMENT
OF PLANTS IN 4" PEAT POTS SHALL BE 3' O.C.
AND PLACED A'S DIRECTED IN THE FIELD BY
THE LANDSCAPE ARCHITECT AND TOWN STAFF.
SPRING PLANTING ONLY. (TOTAL: 53 PLANTS)
ALL WETLAND MARSH PLANTINGS SHALL HAVE
THEIR GENETIC ORIGIN FROM CONNECTICUT.
THE CONTRACTOR SHALL PROVIDE OWNER WITH
A CERTIFICATE OF COVi_'LIANCE AND COPIES
OF THE NURSERY INVOICE. (4"POTS-3'O.C.MAX.)
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
PREPARED FOR:
THE GRILLE FA MIL Y
LIMITF
D PARTNERSHIP
49V BUC KLAND ROAD
SOUTH WI NDSOBL,
CON IEtCTRCU T
SHEET
Ll
LiGH TiivG LEVELS
VEHICLE ON LY
Average fc:
2.02
Max. fc:
5.2
Min. fc:
0.6
Ave/min:
3.37
Max/min:
8.67
PEDESTRIAN/PARKING
Min. Tc:
U.b
KEY
)�( PROPOSED LIGHTING
HOOD
CAST ALU MIII YIUIM.
HINGES OPEN FOR RELAMPING.
REFLECTOR
SEGMENTED TYPE 3 LIGHT
DISTRIBUTION WITH VERTICAL
LAMP DISTRIBUTION.
STRUT 2)
CAST ALUMINUM
LENS
CLEAR ACRYLIC
BALLAST HOUSING
POST TOP FITTER
ALUMINUM CAST
SLIPS OVER 4" O.D. POLE
SECURES W/(6) S/S SET SCREWS.
_ALUMINUM CAST POLE
COLOR: BLACK
CATAL n , NUMBER: PRMS V3 04A-1334
FINISH: POLYESTER POWDER COAT
COLOR:BLACK
LAMPING:
T6
LAMP TYPE: MH T6
SOCKET:
G12
WATTAGE:
150
VOLTAGE:
277
ALL BALLAST ARE HPF CONSTANT WATTAGE,
-30 DEGREE STARTING. ALL SOCKETS ARE
PORCELAIN, PULSE RATED 4KVA.
LEVELING NUTS AND WASHERS MUST BE .
INSTALLED UNDER ALL BASES.
THIS FIXTURE MUST BE GROUNDED
IN ACCORDANCE WITH LOCAL
CODES OR THE NATIONAL ELECTRICAL
CODE. FAILURE TO DO SO MAY
RESULT IN SERIOUS PERSONAL INJURY.
Luminaire Schedule
Project: All Projects
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
6
A
SINGLE
14000
0.750
PRM3—V3-150T6MH at 15ft mount
(INSTALL HOUSE SHIELDS AS REQUIRED TO ACHIEVE 0.25 FTC AT PROPERTY LINE)
MAP REFERENCES:
1) PROPERTY SURVEYED FOR HARRY W. & CLARA B. SNOW OAKLAND & BUCKLAND ROADS
WAPPING - SOUTH WINDSOR, CONN. SCALE:1"=30' DATE: SEPT. 1948 PETERSEN & HOFFMAN, ENGINEERS
2) RECONSTRUCTION OF BUCKLAND ROAD AS BUILT SOUTH WINDSOR, MANCHESTER CONNECTICUT
SCALE:1 "=40' DATE:1991 SHEETS 55, 58 & 60 OF 140
3) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM RICHARD S. KELLEY BY THE STATE OF
CONNECTICUT BUCKLAND ROAD SCALE:1"=40' DATE: JUNE 1991, REVISED THRU 2/19/92 L-C ASSOCIATES
4) PROPERTY OF PETER KARMAZYN 432 BUCKLAND ROAD SOUTH W"-'30R CONNECTICUT
SCALE:1"=40' DATE: AUG. 1970 W.M. ALFORD BY THE STATE OF CONNECTICUT BUCKLAND ROAD
SCALE:1 "=40' DATE: JUNE 1991
5) PLOT PLAN SHOWING LAND OF NORMAN J. DOREY SCALE:1"=40' DATE:MARCH 15, 1974
GRISWOLD & FUSS, INC.
6) SULLIVAN AVE., SO. WINDSOR, "INSTALL APPROX. 5075 FT. OF 6" & 3030 FT OF 4"
PL. MAIN" SCALE 1"=40'; DATE 9-29-97 REVISED TO 10-31-97.
z -<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z il 11 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 1-17-06
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE
REVISIONS
ADD HC RAMP AT NORTH END OF WALK RAM RICHARD L. BOSTON
LICENSED LANSCAPE ARCHITECT
DESCRIPTION I BY
CONNECTICUT LICENSE NO.. 568
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
Tel. 860.291 • 8755
Fax 860.291.8757
sgn
r fessionals, ine.
civil engineers • planners surveyors
landscape architects • gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
LICrHTI�NC; P ��N
DESIGN. • RAM DRAWN.• RAM CHECKED: RLB
✓OB -9 : 1917 DA TE 12-05-05
DRAWING No.: 1917—L inew. dwv
8.3x �, \
i �\ <<L
IETLANDS
WF1
UP. LTD.
OWNER/APPLICANT:
THE GRILLO FAMILY LIMITED PARTNERSHIP
DR. ROBERT M. GRILLO
498 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 528-0639 - HOME
(860) 528-2194 - WORK
(860) 528-2195 - FAX
PREPARED FOR:
THE GRILLO FA MIL Y
LIMITED PEAR TNER SHIP
490 BUCKLAND ROAD
cCONNIEtCTU CUT
I/DH
SHEET
P I
SOUTH-TLEVATION
; ,1A1i11111 1rKA fWVRC$j0
Color:ltkSH:e
WE5T ELEVATION (MCKLANt) o.)
$CALE- 1t4Qal'-V
NCtvral
tural
les,
ray
trim
off it
Mite
accent
amtera
great
Ord
m
a.A) .
Dr. Robert Grillo
498 BUCKL,AM B,C3M
SOUTH VnMSOR, CT
David GosIm'
Architect
1906 MAIN SMET P.O. BOX 412
EAST WIM :,-:A MTI CT 060Z8
TEL (860) 2-894858
1r-o p-, sed Elevations
Mft Mar, ..29, =5
Dn" DG
A -I
1',4,' C
column
EA6T 'E"L VATION CREAK ELEVATION)
v�AL�: I/duxl�,�u
N0=T1R"t ELEVA 1 ICNi
WALI~: Il4":W-0"
b
r architectural
roof sh1 les.
:arcoal�rag
rim rash trim
hlte
t?ct vi�t1 sorflt
:yp.1 C.isior: tUhjte
cd panel accent
bite
panel vinyl shutters
Mack forest green
1w alabboard
to Weather.
liver sags
it -trim' sktrt board
ihtte
Dr.'P...obert Grillo
498 BUCKLAND ROAD
SOUTH VaNDSOR, CT
David Gosl*
n
Architect
1906 MAIN STREET P.O BOX 412
LAST WNDSO1Z21:iIL4 Li't6028
TEL (860) 289-4858
Proposed elevations
VIM Max, 29.2005
Da" DG
:y
. yw•
• t'll)•
ff�r
i
BLDG, SIGN PLAN
idQ1 E: V RxF'l AND INSTALL • SIGN LIGHTING AS DIRECTED BY- OWNER,
FOUNDATION -BY OTHERS, VERIFY IF DOUBLE OR SINGLE SIDED WITH
OWNER, REFER .TO SITE 'PLAN FOR LOCATION,
VERIFY LETTERING SI77 &
TYPE•W OWNER
CUORDINATC
W/ GRAPHIC• DESIGNER,
MAXIMIZE SIGN. .
PREFINISHED ETHER CEMENT MR -. A6 P1 ANKS?;NARDIBLJARD
PAINTED HARDIDUARD BY JAMES MARDIE':PRODURILCTS
D NT S Y VERIFY W1 AGWNERUIL.AItI6
M
o"+ 4,35 Sa FT„ 3/4' RAISED PANEL. SIGN VITIJ BEWI.b.J1604
PRECAST CONCRETE CAP VERIFY DIMENSIONS WITH OWNER, 6 SO, FT. MAXINU9:,AREA:
WITH DRIP,
• 3�
BLDG, SIGN ELEV,
EN-ERAL NOTES
I. TYPICAL ROOF SLOPEr VERIFY 4lIrN EXTERIOR ELt:VarIONS.
Z. ALL ROOF PENETRATIONS FOR VENTILATION OR EXHAUST TO BE AT
ROOF PLANES. AS SHOWN, VERIFY WITH ARCHITECT OF RECORD
IF OTHER -PENETRATIONS ARE REQUIRED, SEE KEYED NOTES.
7 EXTENT. OF GUTTERS AND DOWNSPOUTS TO BE VERIFIED w/ OWNER.
PRIME AND PAINT TO MATCH FASCIA COLOR,
4. PROVIDE CONTINUOUS SOFFIT VENTS AT PERIMETER OF BUILDING,
s• REFER TO EXTERIOR ELEVATIONS FOR
ADDITIONAL -INFORMATION.
KEYED . N.OTES
RN-1 ROOF PLANE 'FOR VENT PENETRATIONS
SCALE; 1/4" = 1'
NMM�MY�MII�MMIiMM�11�M�M01Y11rIM
ja
.A
MA'S' 9,200.5
Ul south mg'ouc I U I
alt« IV 3:
512M N # wily.ibaf pl
11
F27- LEAD
H33OKS TYP
REAOP-,7
�N RY
i-------------wwJ
SCALE: 1/4" = 1'
NLUESSET1• PEDIMAT
S ZUZ1 SHEET F13R
.LOCATION & ALI F Op
SPECIFICATIONS
1_.EGEND
M34 NEW EXTERIOR WALL ZX6 STUl -'-lO STRUCTION
w/ 5/8' GYP BOARD AT INTERIOI�� S E AND SIDING
(7 5/8' Nominal Thickness)
73,1 EXISTING EXTERIOR WALL
2 X 4 STUBS WITH 5/8' GYPSUM.'W 817ARB EACH FACE.
(4w3/4' Nominal Watt Thickness)
SAME AS ABOVE BUT WITH FULL --AT. INSULATION
AND 1/8' THICK SOUND BOARD-OW,NtiISY' SIDE
(5-1/4' Nomin6t Watt Thickness)
= FIRE -"RATED WALE.
»�~•~~�~""'~""» 4 HANDICAPPED ACCESSIBLE CL.EaR '.-LOOR AREA
;J
�. �... UTILITY WALL CONSTRUCTION -- . SfwE SHEET DR,
"f1At�►"'E'"`!" - DRAWING # / SHEET #
3/B3 •
NOTE: ALL, DOORS ARE 3'-4' WI E. •t NLESS NOTED
OTHERWISE ON SHEET A1.1 TYP...> '.
DOOR WIDTH r
DOOR TYPE, REt SHT. ANI
—*--DENOTES ALIGNMENT OF 2 SURFACES
t DF1,1OTES ALIGNMENT OF 2 SIJO--FICES
1, CENERAL C13NTRACTOR IS RESPONSIBLE FOR COORDI;M.TING ALE.
TRADES, ESPECIALLY ELECTRICAL AND HVAC, FIRE EXTINGOISHER, DOOR
STOPS, ETC., SO AS NOT T13 INTERFERE WITH PLANNED, Lb.ATAONS FOR
RESIGN DETAILS AND ARTWORK, MAGAZINE RACKS, NOCtt - :>
COMMUNICATION BOARDS, ETC. LOCATIONS. REFERENCE AT ALL
STAGES OF CONSTRUCTION.
2. ALL. DIMENSIONS ARE TO FACE OF FINISH. GYPSUK 8bMt IS ASSUMED
TO BE 5/8' THICK. SEE ARCHITECTURAL NOTES ON ANI..DIMENSION
VARIES MORE THAN 2', CONTACT T.h,E. DESIGN, INC. 1^•W 444-4843
3. • ALL WALLAND MILLWORK ANG►.-ES SHALL BE 45' UNL%S• 'WTED
OTHERWISE.
4. PROVIDE BLOCKING AS PER BLOCKING SCHEDULE AND.,
FE3R ALL OTHER TEHLET ROCTM ACCESSORIES, DENTAL Edy.�PM` NT AS
REQUIRE`.
5, PROVIDE MAKE-UP- AIR FOR COMPRESSOR WITH DAMP&.*.1b PROVIDE
ONE WAY AIR FLOW INTO MENTAL MECHANICAL ROOM.
PROVIDE DUCTED EXHAUST FOR ' VACUUM PUMP. -
,V.
J' mr%ml irm- r•'v* tAt tc%-r \,r'Att' enn' ht rt•r► It-c, "nw-ft AAN'S '!I'A•f%1" i.h
0. VKU V Ad1G Gig'-`F9l,J t;• Y GIV ! r UK bt..i.S f rlr_J 41m i r-m fV#m . fR("11�L
AIR REGISTER . AS REQUIRED BY CODE (VENT & REGISTER: Tp '-146VE
LINE --WAY FLOW DAMPERS).
•DE Mr%VTAt("_ <:%r"LJC' nl It C'
UPERATORY COAT HOOKS
ALL OTHER COAT HOOKS
LEAD APRON HOOKS
COMMUNICATION BOARD
GRAB BARS
TOILET PAPER HOLDER
MILLWORK
PAN-X
54'
48'
63'
33' TO 36'
15' MIN, TO POTTOM„,bk 119 MIN, TO
CENTER OF SP0CI4:.VE-RIF:Y W/ LOCAL
C13DE
.AS REQUIRED
AS REQUIRED BY MPAUTiFAO'TURER
AREA CALCULATIONS -
NET AREA OF 'DENTAL OFFICE
GROSS AREA DENTAL OFFICF,
.114t*
Of south mo•wit to
"Ith N 10746 p 512
E12 323 14N ?,,PN.#hgd2