HomeMy WebLinkAbout00-54P_MR. LOUIS TREGLIA_JOHN FITCH BOULEVARDu ,.[' >r-: 5''.,j " � � , •, r - ' . '�.: },, -a[ F.,.�- f ,�� ,,pax. � '!. '7' ��.
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SITE PLAN OF DEVELOPMENT
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R4291 10, Iq R C"-" 'O'OULIR�VA'o 0 U H. W H D
UT
■
esign
rofessionals, inc.
■
Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-87 55 FAX (860) 291-6 7 57
0
4
r
NOTES:
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PR.OFE551ONALs, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNMAPPLICANT FOR T1415 PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DE516N
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR vEYOR.
THIS SURVEY AND MAP HAS 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 ENDORSED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS INC. 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 OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY KNOWLEDG BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
7 .._3._.t'.i{,. �iw:,�.?Sw:iXi7�.�r. �ivii... `� G. ..:. ., .. •." .....
H °UA.Ai,--m
SOUTH WINDSOR
PLANNING DEFT.
I
APPLICANT
ROUTE 5 MOTOR CARS, INC.
C/O LOUIS TREGLIA
713 JOHN FITCH BOULEVARD, P.O. BOX 161
SOUTH WINDSOR, CT 06074
TEL (860) 528-5942
FRANK MAGNANI & JOSEPH R. GERVAIS
1429 JOHN FITCH BOULEVARD
SOUTH WINDSOR, CT 06074
KEY MAP
111=200'
I MAP LOT N/F ABUTTER LIST I
96 11
102 LAKEWOOD CIR.
BANCROFT BROOK LLC
MANCHESTER, CT 06040
12
150 STRONG RD.
PRESTON TRUCKING CO INC
97 5
157 MOODY RD. BOX 257
ZEYTOONJ/AN, FREDERICK N.
ENF/ELD, CT 06082
7
1440 JOHN FITCH BLVD.
K. F. BRICK CO. INC
9
1390 JOHN FITCH BLVD.
NEW ENGLAND BANK
10
420 LEDYARD ST.
CMS VENTURES, LLC
HARTFORD, CT 06114
11
1395 JOHN FITCH BLVD.
1395 JOHN FITCH BLVD. LLC
12
P.O. BOX 912
SLUSA RZ, ANTHONY J.
SOUTH WINDSOR, CT 06074
14
308 SANDSTONE DR.
MOSHER, RALPH H
15
1449 JOHN FITCH BLVD.
K&B REALTY, LLC
18
55 KIMBERL Y DR.
CHARSONNEAU, ANORE
Zoift Data Blbwk
ZONE: INDUSTRIAL ZONE (1)
USE: STORAGE do SALES OF WHOLESALE OPERABLE PASSENGER VEHICLES.*
ITEM
REQUIRED/ALLOWED
PROVIDED
Lot Area
20,000 Sq. Ft. min.*
0.82 Acres 35,988 s.f.
Lot Width
100 ft. min.
75.00 ft.
Lot Depth
150 ft. min.
480.00 ft.
Lot Coverage
50% max.
16.4%
Impervious Cov.
65% max.**
65.8 %
Building Height
2 stories max.*** 40
2 stories*** 21 t'
Front Yard
35 ft. min.
28.1 t ft.*
Rear Yard
25 ft. min.
313t ft.
Side Yard
10 ft. min.
4.4t ft.*
* PZC APPROVED USE ON 6/20/00.
** ZBA APPROVED LOCATION FOR MOTOR VEHICLE DEALER AND GENERAL
REPAIRS LICENSE, AS WELL AS VARIANCE FOR UP TO 72% IMPERVIOUS
COVERAGE 9/21 /00
*** BUILDING CONTAINS EXISTING APARTMENT. (2ND FLOOR)
TO BE OCCUPIED BY OWNER/MANACER/CA ETAKER
Parking required
Warehouse; 1 space per 1,250 S.F. plus 1 per employee
Office/Residence; 4.5 spaces per 1000 S.F./ 2 per dwelling unit.
warehouse 4160 S.F./1250 = 3.3 spaces
employees 2) = 2 spaces
office 1420 S.F. /(1000 4.5) = 6.4 spaces
12 spaces total
Waiver requested for existing parking 5 spaces
1 handicapped
SHEET INDEX
1 COVER SHEET KEY MAP
2 PLOT PLAN
TnPnr-.RAPHIC: PI AN
w ■ v ■ v v ■ % i • ■ ■ ■ ■ v ■ v♦ • ■
4 EROSION & SEDIMENTATION
CONTROL PLAN
Revised: March 2cl, 2001
Revised: January 51, 2001
Revised: November 21, 2000
DATE: October 20, 2000
SHEET 1
F: /MOBS/1360/1360-GV.DWG
s. _....,�. ' ,i .I.;.__'_ —_ '.1. - IL __ •a, 4�._,„ai - aa.ytur.,,,il ,.r, -gel l - - - r� - '
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�
s
NOTES:
1. ZONE IS I.
2. AREA OF PARCEL = 35.988 SO. FT. = 0.82 AC.
3. THERE MAY BE PRESCRIPTIVE DRAINAGE RIGHTS ACROSS THE
PROPERTY AS EVIDENCED BY THE 24" C MP DRAINAGE PIPE
4. PROPERTY IS IN AREA C - AREA OF MINIMAL FLOODING OF FIRM
COMMUNITY PANEL 090036 0006B.
5. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
6. HORIZONTAL DATUM NAD 27.
MAP REFERENCES:
1. SUBDIVISION PLAN PROPERTY OF ANDRE L. CHARBONNEAU, ARLENE H. DALENE & EMIL L. DOWNEY, SOUTH
WINDSOR, CONNECTiCUT, SCALE 1 "=60' DATE 1-25-88 SHEET 2 OF 4 - PALMBERG & RUSSO.
2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST
HARTFORD-SPRINGFIELD ROAD FROM NEWBERRY ROAD NORTHERLY TO THE EAST WINDSOR TOWN LINE -ROUTE
U.S 5 SCALE 1"=40' DATE AUG. 3, 1942 NUMBER 132-006 SHEET 4 OF 8.
MON.
MON
10
•'-<
f r 540 SULI IVAN AVENUE • SOUTH VANDSOIR CONK. OOD74
AREA OODE e60 / &"2511
December %, 2000
Certified NP462498139
Design Professionals
Attn: Pieter DeMallic
165 South Satellite Road
�Otit�r 'v'iuwSOr, � wv7i
RE: Appl. ii00-54P, Route 5 Motor Cars
Deter Mr. Dc-Mallie.
At the December 6, 2000 regular meeting, the Inland Wetlands
AgencvfConservaticui Commission approved application 400-54P- Route
5 Motor Cars - 1429 John Pitch Blvd - Inland Wetlard/Conservation
Cmranission application for the repair of air. existing lrarkiag are:: un a
36,000 sq. ft. lot located westerly of John Fitch Blvd. (Assessor's map #i97,
parcel M l 3) 1 zone This aparoval is subject to the following conditions:
1. One blueprint copy of the entire set of plans and this letter
reproduced thereon, mast be submitted to this Commission. This
joust be completed wi'hui 65 days of approval prior In wny
construction activity on the site. Plans submitted to Planning &
Zoning Commission shall Ix• ciunsidcrrxl having riot this requirement.
2 Tl-.c application shall inderrciify and holu harmlesh the Town of South
Windsor against any habiL•ty, which raight rest:lt from the proposed
operwior or use.
3. The Wrinit is valid for five years and sanall expire on December 6.
2005. 1: is the landowner(s)lapplicaril(s) resaonsiNlitq to track
expiration dates ar.d notify the Commission of a renewal request at
least 65 days pr-ur to expiration.
Route 5 Motor Cars
December 7, 2000
Page 2
4. All approvals required must be obta:r.ed and submitted prior to any
activity or. the site.
5. A contact person shall x identified on the plans.
Very truly yours,
INLAND WETLANDS AGENCY]
CONSFRVATION COMMISSION
L2th Warren, Chairperson
E W:dr
ce: Chief Building Official
Town Engineer
Route 5 Motor Cars
1 �
_ 0 N/F RALPH H. MOSHER
LEGEND
• EXISTING IRON PIN
■ EXISTING MONUMENT
-e- EXISTING UTILITY POLE
_ = EXISTING CATCH BASIN AND PIPE
_ =0= = EXISTING SANITARY MANHOLE AND PIPE
® DUMPSTER PAD
• -- REGULATED AREA
INLAND WETLANDS
SILT FENCE
13 �, i�� �Cl-
S7g3g'19,•E
-- --- H - -- `i'do. oo, 4
OIL _'��. EXISTING
LANDSCAPED
` , 1 5 S
3TANK `
5 AREA
ESCAPE
PA r/y
EXI
13 _/ \ STING BUILDING (SINGLE FLOOR
73.87'
(2 FLOORS)
ii
N/F 1395 JOHN FITCH BOULEVARD L.L.C. o
7 8� AROS R C�
RAMP
moo= I- -/
4 _ 2 M UN. � ,_ � -4Rp. 00, �_ r 1C
ONC.
GATE N7 „C2 JPAD ELEC. 1
POST 8 3�Jg,,W
IN
n
1O EXISTING GRAVEL AREA TO BE REFURBISHED
2O 6' CHAIN LINK FENCE
3O APPROXIMATE LOCATION OF INTERMITTENT WATERCOURSE
O 80' UPLAND REVIEW AREA
5O ADDITIONAL GRAVEL STORAGE AREA
J EXISTING SIGN (TO BE REMOVED)
7O EXISTING BITUMINIOUS PAVEMENT
8O EXISTING PARKING
13 PROPOSED SINGLE CABLE GUIDE RAIL
-0 X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
o o 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.
3
03-29-01
REVISE PER APPROVAL CONDITIONS
KMI
2
01-31-01
town comments & approvol letter
RA
1
11-21-00
town comments
RA
NO.
DATE
DESCRIPTION
BY
APPROXIMATE LOCATION
24' CMP DRAINAGE PIPE
s 7� Est ?
#. 'r RULLIVAN AVENUF • R(XJrH VANDROR CONK OW74
Y'1'O� rod% AREA CODE e80 ' 544-2511
January 11, 2001
CERTIFIED _M_.kII_
Rte i Motor Pars ire
o I laroid O'itmrnings. !:squire
1610 Flhngtun Road
Soutn Windsor, (" T OtI074
Dear Atturney Cuni :hugs
Re: Appl 00-54P. Rte. S Site Plan
We are nieased to advise you that the Planning & Luning Curnmisshon vu:ed Lai IN,(11 to approve witli
rhodifncations the above referenced application fo- a Site Platt of 7eveloprntmt
Tliis apprt,i al is fo- the use ofthe exisrrg lot fnr :'ie w•ho,esaling Of CA-S or. propery located 1429 Johr. Fitch
Blvd 1 7.onc as shown on plans pr�pdred by 1),-sign Pmfessionals. inc , Tob No. 1160i da:ed " I i21.'00 as
revised This approval is subject to the folk -wing, moonficathons
1. \o beading pt nv. will be issued unit tlr final `*Iylars have been tiled in the Town Cicrlc's offrca.
2. An as -built plan is ttiyuired prior to issuance of a Certificate of Occupancy per Section 9.1.10 ofthe Zomrg,
Rrotilanone.
3. (tooting drains are required i f:he buildwe nas a basement.
4. All plans urcd in the field by the deveielxr must bear the stamp and authorized signature of the 1 owu of
Suuti. Windsor
4. Engnic,ting comments of 12.13.00 mus. 'ae addressed Ic 5ie Tcwn Engineer's sa:Jsfaction.
6- \ •Mail sale ri "can allrnrcd on the she -
Vo 18-wheel vehtcIm are penricud la enter tl•.c sec
Black and wh'te transparent mylars of Shtx;t 92 with the above niodifcations, tugelber with three blueprint
copies ofthe eirne set of plans must be submitted to rats Com'ntss,on within lO days to he stamped and s;.vncd.
The letters of 2pproval of this Coinmission as well a.. the inland Wetlands Agency:Concenavon t •omctissior
must be reproduced on the mvlars.
After the ntylars have hern stprcel be t11e Commission, they will he rcturnW to you Jor :fling in the 011ice of the
Town Clerk. After filing these plans, a copy of the receipt must he subrnated to the Planring Department
Very truly yours.
Walter J. Mealy, Chairman
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 - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED 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
RICHARD P. MARTEL
t'd -
a. r. iy e� „I
'L
si t
w' I a �
w iSit
12882
LIC. No.
3
N/F ANTHONY J. SLUSARZ
7 4U
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OUTLET
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RAIL (TYP.)
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4& Ali l I
-Tel- r -1 -7
' R=5 29.65 / 11
' Tan�37.50 \ i ll ll
�11 = 00 45 48
11 I 111 I!
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11 SNET #3154 ' m ll
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860. 291 - 8755 ryPROPERTYrySU� RVVEYY RESURVEY PREPARED FOR- SHEET
GRAPHIC SCALE ^i oeArl" PLOT PLAN "R T.nT I T-C 77J217f'1Td cl
2v y fv 20 n
�/ i>P � � ■ � a trs s ri• ai v v ais v s s Ill..nri v Jvsa i
( IN FELPT Icyrofessionals, Inc■ DESIGN -•RA DRAWN.•RA CHECKED: PRD/RP �42� JOHN FRTCH BOULEVARD
1 inch = 20 fL ✓08 NO.: 1360 DA TE318100 4
.•
!! Civil Engineers •Planners •Surveyors •CISSOUTH
�NWO� CONNECTICUT
165 south satellite road ' south windsor • connecticut 06074 DRAWING NO.: E.' 1360` 1360-2b.DWG
i• + ,fr
"a
r
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•
+• ),,,__..r Vie-; a..t ..� /r a� �AIIR:.._�li�•��-?tll5b ��Salie
APPLICANT
(ROUTE 5 MOTOR CARS, INC.
C/O LOUIS TREGLIA
713 JOHIN FITCH BOULEVARD, P.O. BOX 161
SOUTH WINDSOR, CT 6074
TEL (flhn) 5?R-50d9
MON
1
II
NOTES:
1. ZONE IS I.
2. AREA OF PARCEL = 35.988 SO. FT. = 0.82 AC.
3. THERE MAY BE PRESCRIPTIVE DRAINAGE RIGHTS ACROSS THE
PROPERTY AS EVIDENCED BY THE 24" CMP DRAINAGE PIPE
4. PROPERTY IS IN AREA C - AREA OF MINIMAL FLOODING OF FIRM
COMMUNITY PANEL 090036 00068.
5. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
MAP REFERENCES:
1. SUBDIVISION PLAN PROPERTY OF ANDRE L. CHARBONNEAU, ARLENE H. DALENE & EMIL L. DOWNEY, SOUTH
WINDSOR, CONNECTICUT, SCALE 1"=60' DATE 1-25-88 SHEET 2 OF 4 - PALMBERG & RUSSO.
2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST
HARTFORD-SPRINGFIELD ROAD FROM NEWBERRY ROAD NORTHERLY TO THE EAST WINDSOR TOWN LINE -ROUTE
U.S. 5 SCALE 1"=40' DATE AUG. 3, 1942 NUMBER 132-006 SHEET 4 OF 8.
EMBANKMENT
// II
'� II
II,
,
,' II
/
1 \ Il
1 ,
1 \ rr
1 \ ,
u 1 � �
1 �
' II
II
1 '
1� rr rr
C-CB II rr
I! II
1 II II
I II 11
1 I It 9 u
LANDSCAPE AREA
\ SCALE 1 =10 _
I
SUBRA cl-
COMPACTED SUITAE
BACKFILL MATERIAL
WARNING TAPE 12"
ABOVE PIPE
COMPACTED SAND
STORM SEWER MAID
1 /2" CRUSHED STC
(COMPACTED)
STORM SEWER TRENCH
N.T.S
Q UPRIGHT JUNIPER
0 RHODODENDRON
4D AZALEA
> LOW JUNIPER
I0
LEGEND
• EXISTING IRON PIN
■ EXISTING MONUMENT
-e- FXISTING UTILITY POI[F
_ = EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
® DUMPSTER PAD
-330- EXISTING CONTOUR
-�- PROPOSED CONTOUR
EXISTING SPOT GRADE
X61.95 PROPOSED SPOT GRADE
SURFACE DRAINAGE FLOW DIRECTION
REGULATED AREA
INLAND WETLANDS
-• SILT FENCE
EXISTING TREE LINE
PROPOSED TREE LINE
\ -58 _ i
6 5� '\ _ END GUARD
1� \
RAIL (TYP.)
\5 58
-62 _ 62.5
I 2 e 1 _ =- _ ANY _ N/F RALPH H. MOSHER
W 1 \
`K O I , 1 62.5-_- - ----- 1
WOODS - _ _ , \ \� ' u I / W
'x � � \\ I' x -13 8�
61 x62.4
- I 1
��
' \ 13 62.4 625 - - _ _ - _ 62.5 t; ` - �.. / 8 .0
I
u
625 ,
to 1 x 10 S. y� ,' _' EXISTING ��
! x 1.8 \ \ 62.4 °, 5 ,. , / OIL I I
®rc-CB
LANDSCAPED
INv ,♦1` ��TANK - _ AREA
x 61.7 12
60.5 ° .^� (SEE DETAIL) ° ° I 1' I
64 _ _ _ "� `/ \ ' / �APB 0 [MATE LOCATIO� I I I 1 111
tv1UiV. '„� 'Z+ �� 11 k x °° vF .3Jt% IMRI LMICRP% I �\
62.4 64 fS _ °
61.6 \ Y! 1\ ' , / i �-� RE CAPE �►� , �� I I `� CL-CB
qrN + EXlSNGx61.7
BU►LDING(slNGlFLo 13 77J IP`
I
'
Y . \ ° RAMP t 1 F� OO
N/F 1395 JOHN FITCH BOULEVARD L.L.C. ^ 1 - \ -`° 1 + '/ °' eaLLI�
7 AMP
RDs ' , + II I, ! ��
+ � R
�- --,_ 1
_ S.
GATE ��� _ •- . \ , �� �_ ,+ JpONC. ELEC. � 1 i� �
I A
POST N7g3g�» _ �I + c+ D R=5 29.65�
- 1!
1 74 1 fJ
Tan 37.50 , Il
° ° _ _�_ ,=O 4�5'48"
VARIES - _ ° 5 IL 714
APPROXIMATE LOCATION \ \ ` . \ ` \ \ \ _~� -� 7 1-- , GATE
24' CMP DRAINAGE PIPE
1 \ ��1 AREA GRADE AGE �. OUTLET \ _ _ _ , �1 5
2 6' LOAM dr SEED VARIES 3 \ • ' I - - - - - ' Q J% 11
2 �2" \ Il I
FILTER FABRIC ,1 1 \
MIRAFl 140s OR EQUAL N/F ANTHONY J. SLUSARZ �„
GRASS
not to gcSWALE CROSS SECTION ole MON. ,,�� L�1 11 1
EXPOSED HEIGHT OF BACK OF I/ J 11
WALL ABOVE SLOPE TO BE: J IJ " 1
7' FOR SLOPES OF 1-1/2:1 '
,MUM AND 4:1 I SNET #3154 Q
12" MIN 9' FOR SLOPE 2:11 , I ' f 00
10 EXISTING GRAVEL AREA TO BE REFURBISHED (REMOVE EXISTING
CO�R
FM zr
111
I I Z
VEGETATION, ADD GRAVEL AS REQUIRED AND COMPACT)
2O 6' CHAIN LINK FENCE
Filter fabric Mirafi 140N
McNr 1 _o,
L
or approve equa . 12" RCP
FLOW
30 APPROXIMATE LOCATION OF INTERMITTENT WATERCOURSE
I
EXISTING 1 " M IF]
X 11 II 1
40 80' UPLAND REVIEW AREA
GRADE RIP RAP
cuss 'A' CON CRETE �s I
I nn.s o 1v<s I
I 1 11 I
TRENCH
o
5 ADDITIONAL GRAVEL STORAGE AREA
DEPTH
1st"
�
WALL AT FOOT OF SLOPE
FRONT ELEVATION
s" COMPACTED
BANK RUN
t
�,
60 EXISTING SIGN (TO BE REMOVED)
GRAVEL
ALL EDGES OF EXPOSED SURFACES TO
BE CHAMFERED APPROXIMATELY 1".
' 1 l/ 1
%1 \, ' 11 "
70 EXISTING BITUMINOUS PAVEMENT
80 EXISTING PARKING
O RIP RAP LEVEL SPREADER (see detail)
10 47'N12 RCP ® 6.4%
11 RIP RAP (6' x 10')
12 END WALL
13 SINGLE CABLE GUIDE RAIL (TO MEET STATE OF CONN. D.O.T.
SPECIFICATIONS; STANDARD NO. M918-A & M918-B)
v -ix
1- UNIFSS OTHFRWISF NOTED, FXISTING UTIIITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
RFVICIOMq
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
03-29-01
PER APPROVAL CONDITIONS - GUIDE RAIL
KMI
BY A LICENSED LAND SURVEYOR PRIOR TO
2
01-31-01
town comments
RA
CONSTRUCTION.
1
11/21/00
town comments
RA
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
TRENCH WIDTH 3' NOTE:
ALL LEVEL SPREADERS ARE 30
IN LENGTH. TRENCH SHALL BE
LEVEL THROUGHOUT LENGTH
LEVEL SPREADER
N TS
DIMENSIONS AND QUANITIES FOR ONE
END WAIL BASED ON S-0+2"
D
S
H
L
BATIER
I B
VOL.
INS.
FTM&
FTAINS.
FT
M/"FTOM
CU.YD.
12'
V-2"
4'--6"
4'-6-
2-1
r-11IN
1.10
15
1 -5
4--9
5'-6-
2-1
-11 T
1.45
18
1 -8
5 --0
6 -6
2-1
-01
1.83
24'
2'-2'
5'--6'
8'-6'
2-Ittr-1
2.72
30'
2'-8-
6'--0'
0'-6
2-1/2'
2'-3"
3.79
36'
3'-2'
6 --6'
2'-6
3"
-T 1
K45
42
3 I
7'--0
4'-6
3
2 -9
6.40•
48"
4'-2•
T--6'
s'-6
3"
r-111
8.00'
• MOLU C BASED ON ti' AID MAL YHKKME5S AT i
OF are WM SM: 00MIM.
S T A N D A R D E N D W A L L
THIS SURVFY AND MAP HAS RFFN PRFPARFD IN ACCORDANCF WITH SFCTIONS 9n-30nh-1 THRU qn-3nnh-20 1
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. GRAPHIC SCALE
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 10 20 40
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
( IN FEET )
12882 1 inch = 20 ft.
RICHARD P. MARTEL LIC. No.
L.�
1 11 fl 1
APPLICANT
ROUTE 5 MOTOR CARS, INC. 1 11 Jf 1
C/O LOUIS TREGLIA
713 JOHN FITCH BOULEVARD, P.O. BOX 161 -
SOUTH WINDSOR, CT 06074 H fJ 1
TEL (860) 528-5942 '
ocn.I)nl 07=c
UUv ca I U/.,.J
esign 00ro essionals, inc.
■
I Civil Engineers - Planners - Surveyors - CIS
165 south satellite road . south windsor - connecticut 06074
y.+
t'KUP'tK T JUKVtT orcl r%Vry norn w orn FUR. -' Li C C T
nc3Ur:vLI nncn.mGm r^m. JLICC I
12° ° CRAPM PLM MR, LOUIS TREGLIA
3
DES16W..- RA I DRAWN.' RA CHECKED: Pl?,91RPA f 14.29 JOHN IFUTCH ]BOULEVARD
JOB NO.: 1360 I DA TE.• 818l00 4
DRAWING NO.: E.- I J60 1360- J. DWG11,11
SOUTH �®� CONNECTICUT
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NOTES:
1. ZONE IS I.
2. AREA OF PARCEL = 35.988 SQ. FT. = 0.82 AC.
3. THERE MAY BE PRESCRIPTIVE DRAINAGE RIGHTS ACROSS THE
PROPERTY AS EVIDENCED BY THE 24" CMP DRAINAGE PIPE
4. PROPERTY IS IN AREA C - AREA OF MINIMAL FLOODING OF FIRM
COMMUNITY PANEL 090036 00069.
5. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
MAP REFERENCES:
1, SUBDIVISION PLAN PROPERTY OF ANDRE L. CHARBONNEAU, ARLENE H. DALENE & EMIL L. DOWNEY, SOUTH
WINDSOR, CONNECTICUT, SCALE 1"=60' DATE 1-25-88 SHEET 2 OF 4 - PALMBERG & RUSSO.
2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST
HARTFORD-SPRINGFIELD ROAD FROM NEWBERRY ROAD NORTHERLY TO THE EAST WINDSOR TOWN LINE -ROUTE
U.S. 5 SCALE 1"=40' DATE AUG. 3, 1942 NUMBER 132-006 SHEET 4 OF 8.
MON
w BAIE
1. EXCAVATE A TRENCH 4'
DEEP AND THE MOTH OF A 2. RACE AID STAKE STRAW
STRAW SALE.sAtEs• TWD STAKES PER BALE.
MRE OR TWert
�- PACKED STRAW
PLAN MEW OOMPACIED eACKFLL
4. BACIffL. AND COMPACT
I WEDGE LOOSE STRAW 1 THE EXCAVATED SOIL AS
KnEEN BALES TO CREATE i SHOWN ON THE UPHILL SIDE
A CONIMIOUS eARR10L OF THE SAMER TO PIIE-
1 VENT PPWf
DOI OF
DRAINAGE WAY
PLAN VIEW
LEGEND
5'LOPE
A3;T
SET POSTS AND
A 6" 6" EN�
2 STAPLE THE SILT
FENCING M THE
•
EXISTING IRON PIN
F
Pos1SEXCAVATE
FROM sILT
END OF THE POST
FENCINGA
■
EXISTING MONUMENT
CL
12" MIN.�
-e-
EXISTING UTILITY POLE
=
EXISTING CATCH BASIN AND PIPE
_ .T
= =
EXISTING SANITARY MANHOLE AND PIPE
-330-
EXISTING CONTOUR
X61.95
EXISTING SPOT GRADE
3. ATTACH FILTER FABRIC TO
4. BACKFILL THE
FAC,\T
FABR
WOODENPOSTS AND EXTEND
IT TRENCH
ENEX AV ` T
THA�Sa
SURFACE DRAINAGE FLOW DIRECTION
- -
REGULATED AREA
cOMPACTI_D-
BACKFILL
INLAND WETLANDS
- - - - -+
SILT FENCE
EXISTING TREE LINE
CONSTRUCTION OF SYNTHETIC FILTER
BARRIER
PROPOSED TREE LINE
B\N\B B
U U � i,� II�II II II►111111111 ---
A .,
E1.EVAlION AT PANT A SHOULD EROSION CONTROL NOTES:
BE HIGHER THAN ELEVATION AT
PONT e.
CROSS SECTION
\ ` BALED HAY OR STRAW INSTALLATION 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL
\ EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
not to scde
\ / 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. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED.
4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
DEPICTED ON THE 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.
5. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION,
6 �516 \ ' _ `58- , WHEREVER POSSIBLE.
11 `�/ +, ._ 6. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH
OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
x 15
62' - _ - ����. - , 7. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
2.6 ,+ , - ` •NY _ - N/F RALPH H. MOSHER OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
62.5� - - _= _ _ _ �� 8. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND.
`14EDGE
` 61 s x62.4 13 - �1 T - �Cr
x , _
f /C� `\ 13 L\ 62.4 \62.5 - 62.5 - - - - `- -
`x ���_ ► �Sj
62.5 �_
I ,
10 x 1p, S.
x t.s 62.4 �� ��, , OIL EXISTING
xs1.7 � 14 ��TANK � LANDSCAPED
t2 ' AREA
I
• �_
ITEMPORAR
ON. ��.` �� �1 ^ - - - - - _ _ "84.5 _ _ \ \ s2.4 \��� TOPSOIL Y ` �64' �' FIRE ESCAPE
- 61.6 13 allSTOCKPILE E .�
Pq
,•t•� _�� � �` �- ==` x � TN r � � S 6 . � r EXI STjNG gUl t,01 NG
7� (SINGLE
O
t.s FF 73
87'
(2 FLOG
N/F 1395 JOHN HITCH BOULEVARD L.L.C. \ � � �� - ++ H r ' O
r Onr"I 1, GOn�
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RAIL (TYP.)
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POST-�R� - 15 c+9 ,714
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1
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APPROXIMATE LOCATION \ `� 14 . ` \ \ - ��>� �-�'�� '-- I GATE 1'
24' CMP DRAINAGE PIPE 6" CT D.O.T. 2" STONE TO BE PLACED \ \ Y \ \ \ ` ELE
z
OVER FILTER FABRIC MATERIAL OUTLET
RO
0
In
THRU STREET
SEE SEDIMENT AND EROSION
SHEET FOR PAVEMENT WIDTHS
ANTI -TRACKING APRON
not to scale
O RIP RAP LEVEL SPREADER
10 47'-12 RCP @ 6.4%
11 RIP RAP (6'X10')
/12\ END WALL
• i.%j SlKlr-1 E CABLE vUiDE RAIL
14 SILT FENCE
15 ANTI -TRACK PAD
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SI•O*4, 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.
EDGE OF PAVEMENT
3
03-29-01
REVISE PER APPROVAL CONDITIONS
KMI
2
01-31-01
town comments
RA
1
11 /21 /00
town comments
RA
NO.
DATE
DESCRIPTION
BY
N/F ANTHONY J. SLUSARZ
SEEDING SCHEDULE
ALL DISTURBED AREA 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 SO. FT-
PERMANANT VEGETATION COVER
SEED11\'G DATES: APRIL 1 TO JU1:'E 1 Akin AUGUST 15 TO SEP TEryIRER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SO. 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 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
20 0 10 20 40
EROSION CONTROL ONLY, AND IS NOT TO
BE USED FOR UTILITIES CONSTRUCTION. 1 inch = 20 ft~
••-T. 11 I
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APPLICANT
ROUTE 5 MOTOR CARS, INC. l I 1 11 11 1
C/O LOUIS TREGLIA
713 JOHN FITCH BOULEVARD, P.O. BOX 161
SOUTH WINDSOR, CT 06074 -► - - /1 j /
TEL (860) 528-5942 11
I
11 11
�
11
�
I!
= 860 •291 • 8755 I C�a�'Ii�M aHfT� Avy %i r_■■wt�1�faJAM RESURVEY PREPARED FOR- SHEET
&esign . Con&ol Plan MR. LOUIS TREGLIA 4
rofessionals, Inc. DESIGN RA DRAW�W:RA CHECKED PRD/RP 142151PI JOHN IFj TCH ]BOULEVARD
I Civil Engineers •Planners •Surveyors CIS ✓oB No.: 1360 IDATE:• 8/8/00
165 south satellite road • south Windsor • connecticut 06074 DRAWNG NO.: E.• IIJ6011360-3.DWG SOUTH WINDSOR, � �'����� 4
0
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