HomeMy WebLinkAbout1668 MAIN ST Electric # 156 33 -7 b� APPLICATION FOR BUILDING PERMIT
Plumbing# 1668 Main Street Date: —
HVAC #
Sprinkler# 29727
Estimated Cost $ ci6[�•CID
R --- - -- -- - Permit Fee $ .3p,
Building]//G 09 COMPLETE RED BOXED AREAS Occupancy Fee $ a.
Enginee n
Affidavit TYPE OR PRINT ONLY Eng.Insp Fee $ f
A r. for o ► SIGN ON REVERSE SIDE
pp Total Fee $ �o
TO THE B ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersi ed hereby applies to do work according to the following:
Applicant 4- trso Location of Work Ib(�% Wo`� �fi2�-� Lot No.
Applicant's Address I totot Mm4 r� 5W Tel.# 436— 1�-101
Town So . W`✓-d-Co r Zip Lic.#
Owner 596.bn P Architect
Owners Address Architect's Address
Zip Zip
Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit 6-)i Id I rna rpne t Sh g-4 (o is 12-
City Water❑ Well❑ Septic System Sewer❑
Ins: HO SP Cert. Area Basement Garage_
Approved b Date Use Group Construction Type S1
Revised 6/02
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be boated the proper distance from all street lines,side yard lines,and required
distances from all other zones and is boated in wh this building and its use is allowed.
Signed
I hereby apply for a Certificate of Occu ncy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LiNE
INSPECTION COMMENTS
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-29727-B 1,500
B10 FINAL 11/16/07 JFF A COMPLETED OK FOR COFO
**-18357-E 800
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
0 RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
O BUSINESS CURRENT USE AND OCCUPANCY
O ASSEMBLY
O MERCANTILE
0 EDUCATIONAL FUTURE USE AND OCCUPANCY
O FACTORY
O STORAGE ENGINEER'S NAME PHONE
O GARAGE
O MIXED USE ADDRESS
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION SIZE OF MAIN DRAIN
NO. OF TOILETS STYLE NO. URINALS STYLE
NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES
NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE
AREA OF ROOF NO. OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO
SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWER OR SEPTIC TANK
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE MANUFACTURER
DESCRIPTION OF WORK
X
bp)f,-,-(, "P,",^-, ,F- ph::-,�7- 5 7.o
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS
TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. TYPE STATE /
SIGNATURE OF APPLICANT DATE iL
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT#
Application is TOWN OF SOUTH WINDSOR U l�
BUILDING DEPARTMENT
P 1540 SULLIVAN AVENUE
644-2511 EXT.230 Bldg.Permit#
(Date) ilding Inspector)
Application must be printed or typed
FEE SCHEDULE Location of Job:
$041,000=$15.00 Street No. Street Lot No.
Over$1,000-
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT lick i I �r'/4'0:)u t. ,p
APPLICANT ADDRESS Ir. 575- /It47,, SST
APPLICANT PHONE# �\� 9 Y L Ic 9
OW N OWNER .`/.fb,),. 0
OWNER ADDRESS
Y
OWNER PHONE cr,)-D f
C ESTIMATED COST $ 3 OO
IS THIS A CONTRACT COST? YES NO
FEE ENCLOSED$
����' TYPE OF JOB: CQ/
sOR•Co New Installation
!,Alteration/Addition Repair
Revised 12/22/11
N/F EVANS ~"
S 69°21'
310.42' r f cp �o 6, 78--
DRIVEWAY \
TO MAIN STREET 28 5"
6
53'
24.0' I— 466
F
GARAGE f I
N
. z#O
EXISTING
HOUSE 33 N I
# 1668 "' x�, I ( Xz�•
h F.FL.=86.7 �? I 445'+/-
44.5'TO `r' T.FNDN.=85.3 0 0 ( TO PROPERTY
ROPERTY 17' GAR.FL.=83.4 a z I LINE
LINE cc6 25'
� 82
82
ISA
F-Lu
v 0
76� E'.ris7-; 16
3
. _p.,-;d building(s), use(s) and/or structures;
)0, 1 shown on this plan appears) to be in
. nformance with current South Windso JUN 2 3 2003
gulations. Variances nd special exception
-►ay apply. / South Windsor
late -- l°� )C-) 13UILDING DEPARTMENT
7nni,-,4 Fnfnrcemnnt Officer �-
3—titiea ti st this Plan and specifications are tru,
4'vbe of to- prop000d building or •Iterations to be
reotod at
Street
together with amendments stated in eppllcatlnn ens
tiled with plan and 1la agree to comPlY with all Zoning,
building and state we and such orders ss shall be
issued by the Building Department during Pendency
It this application and final permit. issuance Of • building
Signed _. ,
This plan Is ..i ! ,,,,,,, t ;-
orders and ordinances regulatingcondition that
cotr,ptled with. building shell be
Go Itlonally Approved These flied with
But Ins Inepoctos
/� Cie.
gate Ma. act�a e7
f
N/F EVANS
S 69°21' " 5
310.42' �o �8 , 78
DRIVEWAY
TO MAIN STREET 28 5" VOW
+ \ 53
24.0' I /
F
GARAGE I HMV
—� N tV
Eftc
5 su 8.0' o I
s + I .� I Tit:
.ZAO !�
\ � At
�E GZ•. v- EXISTING I
GP
S QOQ' �O HOUSE 33' N N I DIRECTI
N # 1668 "' x c I 10
''
h 3.5' o I X
F.FL.=86.7 J Z
144.5'TO '�' T.FNDN.=85.3 O O I I TO ROPERTY
PROPERTY `s' 17' GAR. FL.=83.4 a z + I
LINE
LINE i� I
C6 25' a I
� l
82
82 � �RuPoS�p /I $0
O� y�15
f-w /
a
78, �L. E�'iST. 16/
i
NOTES. y
1- TYPE OF SURVEY= IMPROVEMENT LOCATION.
THE SOLE PURPOSE OF THIS PLAN IS TO LOCATE THE PROPOSED POOL
2. PROPERTY LOCATED IN ZONE A-40 RESIDENTIAL
3. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED j
PRIOR TO ANY CONSTRUCTION. s
- •-•--•- --... .. .. ..r, r.,. lK1111 I In1At['_ CCAlrwln_ CWAI I RG IM 1!1
C.H.D.
MOH. C.H.D.
NOT FOUND
LEGEND
W i SWT
�
BENCHMARK // � • IRON PIPE OR PIN FOUND OR SET
W ■ EXISTING MONUMENT OR MERESTONE
/ ® EXISTING DRILL HOLE THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED
n- T.F. SAN. MANHOLE �r _ IN THE FIELD AS -TO LOCATION, ELEVATION, AND
\ ` .3 , , N/F ❑ PROPOSED CONCRETE MONUMENT COMPLETENESS. THE FOLLOWING LISTED ITEMS ARE THE
ELEVATION 7J�.3� // ����� 73� _74� \ FVA N o ONLY DEVIATIONS FROM THE ORIGINAL PLANS APPROVED
w / PATCH ` ` � \ .. -
BY THE PLANNING AND ZONING COMMISSION AND STAFF
I.- 73X2 APPROVED CHANGE ORDERS:
/ /
72X74
i"Eie c / PHO E� /r \ \
BOX l `\ 0 10 20 30 40 80 120 1. HOUSE AND GARAGE ARE NOW JOINED.
2. DRIVEWAY SHORTENED AND GRADING REVISED AROUND
74 FORMER (PROPOSED) GARAGE LOCATION.
C.H.D. /f �� �o�. CLE1iN our `� 3 2436�W SCALE 3. EXTERIOR DECORATIVE LIGHTS ADDED.
RANDOM 64 � 4. RETAINING WALL ADDED.
MOH. / DRAIN BASIN MANHOLE 1 73xs3 9�F \� \ 1 = 40 5. TURN-AROUND AT FRONT PORCH ADDED.
/ 73X39 T.F. ELEV. = 74.08 ' T 6. REAR PATIO DECK? NOT CONSTRUCTED.
r- 10" OUT INV. = 71.45
f 8" OUT INV. = 71.51 NOTES: 7. STORM DRAINAGE REVISED.
4" OUT INV. = 72.86 /
`72
1. PARCEL IS ZONED RESIDENCE A-40.
MINIMUM LOT AREA 30,000 SQ. FT. KENNETH PUDELER, P.E., L.S.
74 a 256.885 S.F. / I \ \ MON. MINIMUM LOT WIDTH 120 FT. CONNECTICUT P.E. & L.S. #9653
-� �T / f IRON PIN \ \ \ 71' \' *+'y 5 ��a �� 5.98727 AC. / 1 WITH MINIMUM LOT DEPTH 150 FT.
M" / as / \ \ \ DISK MINIMUM FRONT YARD 50 FT.
` �� DRAINAGE / \ \ HELD MINIMUM SIDE YARD 15 FT.
2 f SET �,721 74X48aaa\ / ROUND CATCH BASIN \ \ \ i' $0 MINIMUM REAR YARD 50 FT.
"� 4 / / f �}.o /- � � � _� . �� +a�A+ 74 PLASTIC SIDES \ ,'
°4� 72 ���,�;a.� CAST IRON TOP \ �.ak \ SEE ZONING REGULATIONS FOR FURTHER REQUIREMENTS.
�4_ J `! ,o�a�ljc alp T.F. ELEV. = 74.28 \ \
n� !ii / / /� - '_ i \ a i. Sr`�!oio_ 6 8" OUT INV. = 73.08 �a Tuic PARr�I is A1nT ciiR i�rT m e►.iv Inn-YCAA CI nnnlr.lr_
'V / 73 "'C -�:.F C/" rr \ •" �. i i n.� r r-rv�L ry rvv .wvvL .+ i i v r� v i i vv r L�r r LvvvnvV,
� io" OUT INV. = 71.45 �3 \ \ \ SANITARY \�A,oF$ ,$\ 4 4o�N /Nv. = 72.s IL o� ACCORDING
INGWIN TORT ICONNECTICUT.00DINSURANCE RATE MAP, TOWN OF
a 3573 \ `� 90 O-2la `74X76 75 /C�O
(o , 1 \5X14-� o N/F
'� 73x30 DR UTUI? E �`€ . MQ�o EVANS IRON PINEVANS
N/F
� V % sETtea_ oN da
r IL-L-ut
a S'�74 ELECT/T£L/ LE \` 77 ELECTRIC
Q TRANSFORMER
� `� SERV/ LIGHT POLES `��� 78 79 PHO8
CONC. NEW WATER I CARRIAGE LIGHTS IRON �+ 81 BOX NE EL£CT/T£L/CABLE
MON SERVICE 82/ 74 SET +` `\\ S SERVICE SANITARY
HELD L-AVEY - /76 e 69°� ,
�' IPrTAWIAW. WAI I
' r FOR PLASTIC UTURf SE TRJC 7 S 80
LEC
METER 79 77
sons BQX 5
78 f 69•�I SI+
GARDEN
80 2 6 ,• #1 WL #5 WL #4 3 E
HT POLE IRON PIN 75x21 8 4
66 _ 7 _ CARRIAGE LIGHT �a� GARAGE FLOOR $f T Fr
76- '_,% BARN GARAGE. ELEVATION 83.70
f / 75x54
WL 2 WL #3
T \ 76 P \ HATCHWAY 4 #
74 75 i .� ;/ \, WATER HOUSE OF ELECTRIC LPILE MERESTONE
\ � � q �, `•. SERVICE \ FOUNDATION wfTfR WITH D.H./tBOX ! \ +)
85.28 -� 75x45 HELD
` _ L_ LI'IVVLV
83�- WETLANDS
JEXlSJ7VG HO E /
IRON PIN \ � �'---
SET \ _ _ _79- _
\ _ 75,, _ _76- _ 75xl3
N F -/ 80' UPLAND REVIEW AREA
ADDINGTON
IRON
ON N 75x88
LINE
75x26
SURVEY NOTES 75- \ oe
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF \ Z
CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-
20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF /V 01
CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND 66. d
SURVEYORS. INC. ON SEPTEMBER 26. 1996. 8. 75x74 N/F
A. THE TYPE OF SURVEY IS A PROPERTY SURVEY FOR EXISTING MONUMENTATION, ��c?
CULTURE, TOPOGRAPHY, ETC AND AN IMPROVEMENT LOCATION SURVEY FOR 84 FT F I T C H MEADOW
ALL NEW CONSTRUCTION. DEPICTED HEREON.
B. THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY
BASED UPON REFERENCE MAP 1.
C. THE CLASS OF HORIZONTAL ACCURACY FOR THIS SURVEY IS A-2. N/F IRON
n. THE CLASS OF TOPOGRAPHIC ACCURACY IS T-2_ SITE SURVEY NOTE 4_ PI I E E A R n PIN
0.1 0'
2. BEARINGS AND COORDINATES ARE BASED ON C.G.S. MONUMENTS
OFF LINE
#15NI AND #1636 WHICH ARE LOCATED ON MAIN STREET.
15NI N 873512.306 1636 N 872422.647
E 1039792.273 E 1039378.528
3. TOPOGRAPHY. IS BASED ON GROUND SURVEY
4, VERTICAL ELEVATIONS BASED ON C.G.S. 15NI ELEV. 76.84 (NAVD 27 ) R F F F R F N r FF KA A P
DATUM TO MATCH THAT USED FOR SANITARY SEWER WORK AND A.D.R.
PHOTOGRAMMETRY. BENCH FOR PROJECT IS CENTER OF SANITARY MANHOLE 1. REVISED LOT LINE AND BOUNDARY SURVEY PARCEL "A" & "C" A 1969, SUBDIVISION
IN MAIN STREET ELEV. 73.31. FOR ELLEN & MARTIN McGRATH 1658 & 1668 MAIN STREET SOUTH WINDSOR, CT CONC.
FILE NO. SW-23 SCALE 1"-100' DRAWN K.J.P. CHECKED K.J.P. DATE 2/1/01 SHEET NO. 1 OF 3 N/F MON.
5. THE WETLAND SOILS ON THIS SITE WERE FIELD IDENTIFIED BY JOHN IANNI, PUDELER ENGINEERING 201 WEST ROAD, SOUTH WINDSOR, CT 06074 PHONE (860) 610-0001 HELD
C.S.S. IN 2000 USING THE CRITERIA FOUND IN CONNECTICUT FAX (860) 282-7726 LAST REVISED 5/22/01 M E L I N 0 S K Y
P.A- 72-155 AS AMENDED BY P A 73-571 THE UCTI ANDS FLAGS WFAE - - • • - , • _ •
WERE FIELD LOCATED BY PUDELER ENGINEERING, DECEMBER 2000.
IRON
0 6. THIS MAP IS COPYRIGHTED AND REPRODUCTION OR TRANSLATION OF ANY PIN
PART OF THIS WORK BEYOND THAT PERMITTED BY SECTIONS 107 AND 108
o OF THE COPYRIGHT ACT WITHOUT PERMISSION OF THE COPYRIGHT OWNER
w IS UNLAWFUL. REQUESTS FOR PERMISSION OR FURTHER INFORMATION
j SHOULD BE ADDRESSED TO PUDELER ENGINEERING. SCALE
M =
cj 7. UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON EXISTING IMPROVEMENT LOCATION SURVEY 1 40'
INFORMATION FURNISHED BY CLIENT AND OTHERS. THIS INFORMATION IS
This map Is Prenared For DRAWN
TO BE CONSIDERED APPROXIMATE AND PUDELER ENGINEERING DOES NOT without n fluea signature Y
TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS WHICH and embossed seat as It
o MAY HAVE BEEN INCORPORATED INTO THIS PLAN AS A RESULT. Maybe a pretwnary - R•L.S
Incomplete work" copy.
J HN D. HENDERSON &
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP CHECKED
IS SUBSTANTIALLY CORRECT AS NOTED HEREON. LINDA E. HENDERSON K.J.P.
DATE
2 03/06/02 TOWN COMMENTS 1668 MAIN STREET SOUTH WINDSOR, CT 02/05l 02
1 02/27/02 ADDED BURIED UTILITIES
KENNETH J. UDEL R, P.E., L.S. DATE No. DATE DESCRIPTION FILE No, PUDELER ENGINEERING SHEET NO.
C❑NNECTICUT L.S. # 9653 201 WEST ROAD, SOUTH WINDSOR, CT 06074
REVISIONS SW-23 PHONE (860) 610-0001 FAX. 860 282-7726 1 OF 1
MAR ;T "'002
, ► ;? South Windsor
BUILDING DEPARTMENT
(0 THE t3iLJitd; y•_i E. t,;>iiJ ;4''}; t1iSQ1
This certified that this pLtr. and sprcificIt: tru•
cepies of the proposed building or a!teretk-11s to be
erected at
Street
to"'";' •,ti2h amendmerto st.itod in apf:!ic tion an,
filed with plan and 1 agn•:' t,.)critnpfy with -if --oning
building and st:to 1,%vs s 4 such orders a., hall be
issued by the Building prpartmcni during pendency
of this application and final issuance of a building
normit,
Siened _
rhis Plan la`approwd sub)ect to the condition that
orders and ordinances regulating bedding shall be
complied with,
Conditicinaily Approved These filed with
euildinyg Inspect" Clam
RECEIVED
MAR 0 7 2002
SOUTH WINDSOR
EPT.
ENGINEERING G
N
uw.ry�
PAR7 NO
A-N _ -2 7.4.
Fi
r. 19,
IT 60
ING
• ------- '✓ � . � ';l•,.. ~vF17i: � `' "��`� gip`: �G
_ - v 4� il
Ile
yr
al
x r
U!v
,
N/F EVANS
S 69`21' 1"
310.42' -' X 75
DRIVEWAY
_AY_
TO MAIN STREET 28 5" \ M
LOPE
\ 53'
24.0' J
GARAGE CO / w R
METAL P03TS WOOD OR
-� cV N I METAL POSTS
EROSION CONTROL
' �� I FILTER FABRIC
5 s, 11 8.0' \ -� {- I TRENCE
00 ACKFI 1
VE I EXISTING `
GP G
"URY
s Q- HOUSE (
r 83' <+) N I I DIRECTION OF FLOW �•'
'N =
3.5' o Q x i BACK FILL �: r
•' ice...:..
F.FL.= 86.7 12 EROSION CONTROL
- 144.5'TO —� `n T.FNDN. =85.3 1 TO PROP FILTER FABRIC `^
PROPERTY .PROPERTY `r' 17' GAR. FL. =83.4 I SECTION A-A
+2 z
LINE F. qd` � LINE
cfl 25' iv /
+ ' / SILT FENCE
/ u rs
82
Ii�'vpc S p a0
82 '— �
Lu
a
I78 �fii Iro
NOTES:
1. TYPE OF SURVEY= IMPROVEMENT LOCATION.
THE SOLE PURPOSE OF THIS PLAN 1S TO LOCATE THE PROPOSED POOL.
2. PROPERTY LOCATED IN ZONE A-40 RESIDENTIAL. .rlr:
3. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED
PRIOR TO ANY CONSTRUCTION.
4. ALL WORK AND RESTORATION INCLUDING FENCING SHALL BE IN IMPROVEMENT LOCATION PLAN
ACCORDANCE WITH TOWN OF SOUTH WINDSOR REQUIREMENTS.
5. UNDERGROUND UTILITIES ARE NOT DEPICTED. SHOWING PROPOSED POOL 4 0`
UNDERGROUND UTILITIES MAY EXIST THAT ARE NOT DEPICTED.
CONTRACTOR TO VERIFY LOCATIONS- .1� _1 668 MAIN/� I N STREET
"CALL BEFORE YOU DIG" 1-800-922-4455 TOLL FREE. tt CJVv IVI/1!IV
6. REFER TO POOL PLANS OR DRAWINGS FOR ACTUAL
POOL DIMENSIONS. SOUTH WINDSOR, CONNECTICUT
7. AREA OF LOT= 5.987 ACRES.
8. WARNING-ONLY A PORTION OF THE PROPERTY IS DEPICTED ON THIS
PLAN AND ONLY THOSE FEATURES NECESSARY FOR THE PLANNING AND SCALE: 1" = 20' SEPTEMBER 14, 2002
LOCATION OF THE PROPOSED IN-GROUND POOL ARE SHOWN.
REFER TO MAP IN NOTE NUMBER 9 FOR ADDITIONAL PROPERTY
INFORMATION.
9. MAP REFERENCE-"EXISTING IMPROVEMENT LOCATION SURVEY, PREPARED -
FOR JOHN D. HENDERSON &LINDA E. HENDERSON, 1668 MAIN STREET, SOUTH
WINDSOR, CT, SCALE: 1°=40', DATE: 02/05/02, REVISED TO 3/06/02" FILED IN
SOUTH WINDSOR BUILDING DEPT. PREPARED BY PUDELER ENGINEERING.
20 0 20 40
I HEREBY DECLARE THAT THIS IMPROVEMENT LOCATION SURVEY IS SUBSTANTIALLY
CORRECT TO MY KNOWLEDGE AND WAS PREPARED IN ACCORDANCE WITH THE
STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS DEFINED IN 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" EFFECTIVE 6-21-96 AS ADOPTED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
� PETER PARIZO SURVEYING AND ENGINEERING
` ` V1 cf `� 536 SOUTH MAIN STREET
PETER PARIZO, L.S.14653 DATE WEST HARTFORD, CT 06110
(860) 561-0238
o C�II�
SEP 2 3 2002
South Windsor
BUILDING DEPARTMENT
JUN 2 3 2003
f0 THE B1j;l,. n
South Windsor This Certified that this pl.n „' Y 'fUe
copies of the proposed building �� b*
BUILDING DEPARTMENT erected at
II
together with amendments stated in apple tion ,,v
flied with plan and 1 agree to comply with II zor.ir..
Building and state laws and such orders .•s shall �
IssYsd by the Building Department during pendent,
10 iS12 +IJIc)ik� J : of this application and final issuanppce-e o� a building
This certlfi,d that tnls pixr+ -rO ra tlo �i�.w�""/v L1651
copies of the proposed buildin& or alterations to L Signed
erected at
^�� This plgn Is approved wbject to the condition that
Strr f`�J G orders and ordinances regulatiltig building shall be
complied with.
together with amendments stated in application nr t ^^ (r�l\r Conditionally Approved These filed with \
filed with plan and I agree to comply with all zonin: Y [CJO,(llJ�
Building and state laws and such orders az shall o
a � '
issued by the Building Department during pendent. Cleftt
Of this application and final issuance of bulldin, Building Inspector
Permit. c,2No
Signed
This plan Is approved subject to the condition the,
orders and ordinances regulating building shall 5e L - - +-
conplied with. (_,i.,�, i �+ .ut'ti ititV t11" L:�+Vit V�.7
Conditionally Approved These flied with
+'ropos >d building(s), use(s) and/or structures
'is shown on this plan appear(s) to be 1
Building Inspector Cier
.on#ormance with cfj rent S D nth W i u
,)ate -__ IVo. I .gulations. Variances and special except:._�.
i,gay appi .
Date
��Li, i ii'll✓i-11 i�.tl� l.i t" LJI`:ii-v l3 l.E.i is n"��1`a l'd l..E �`
Proposed building(s), uses) and;or structurels) i<v "g, �:l#..rc ment 0` :cer
3s shown on this plan a:,pear`s) to bi
;;oniorn:"lnce with ct ni' nt So�:,t 1 }.
agulations. Vas;*a lccs :.i:d spc: iJ eAc'_n"c!,
may -apply.
Date
-- 7nni1::, Enl''corn-nt -r r
z C. H . D . SNET
_I
W MON . '�' `
z 1 /` C. H . D .
NOT FOUND
SNET
n �►. i �`I I n oll SURVEY NOTES
° ++
I 1
I• THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
t ` ` \ y / I ` ` CONNECTICUT STATE AGENCIES SECTI❑NS 20-300b-1 THROUGH 20-300b-
' � MANHOLE 1 - -- - �' -
C I N/F 20 AND THE 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
o T. F. SAN . �- - `\
6•73
CONNECTICUT' AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
ELEVA I ION 73. 31 73 74
p»= � - EVANS 1
SURVEYORS, INC ON SEPTEMBER 26, 1996;
A. THE TYPE OF SURVEY IS A PROPERTY SURVEY FOR EXISTING MONUMENTATION,
' ';�.# % / \ ` CULTURE, TOPOGRAPHY, ETC AND AN IMPROVEMENT LOCATION SURVEY FOR ALL
x 1 o C. H . D SNET / / ` \\ PROPOSED FEATURES.
E
., 1, ,. rate �. .� .\
/ / B. THE BOUNDARY DETERMINATION CATEGORY IS INDEPENDENT RESURVEY
RANDOM , � � �\, �-
(SEE REFERENCE MAP 1) FOP THE PERIMETER OF THE TWO LOTS AND
ORIGINAL SURVEY FOR INTERIOR LOT LINES.
M ON . / / 73 74 o
ti �i'r" ry a / / �• �\ C THE CLASS OF HORIZONTAL ACCURACY FOR THIS SURVEY IS A-2.
I i t I 73x63 73
I D. THE CLASS OF TOPOGRAPHIC ACCURACY IS T-2, SEE SURVEY NOTE 4,
�+• / ' I 2 BEARINGS AND COORDINATES ARE BASED ON C. G. S. MONUMENTS
i4' _ \ \ #15NI AND #1636 WHICH ARE LOCATED ON MAIN STREET.
p I / 15N I N 873512. 306 1636 N 872422. 647
a r :/ / 7 / y i �A R C E t� C \� \ E 1039792. 7 1. 2 3 E 1039378. 528
\ / �` 3. TOP❑ IS BASED ON GROUND SURVEY AND 1988, 1'=40' SCALE, AERIAL
_ , \ \ M ON . / MAPPING BY AERIAL DATA REDUCTION ASSOCIATES, INC. (A. D. R. )
' �,�Ir t r, ,fM :• , r:' / �� `\ \� / f �' \ 4. VERTICAL ELEVATIONS BASED ON C. G. S. IFNI ELEV. 76. 84
t� NA`JD c, )
1 , :' 4-• stiv \ \t WI TH DATUM TO MATCH THAT USED FOR SANITARY SEWER WORK AND A. n• R•
+ / t \ DISK
PHOTOGRAMMETRY. BENCH FOR PROJECT IS CENTER OF SANITARY MANHOLE
N MAIN STREET ELEV. 73. 31.
• _ ` 73
` \ 8o a
72 74 \ ? 5. THIS LOT LINE REVISION TRANSFERS THE REAR BARN AN THE R FIELDS
f� D E REAR
-72
,\ FROM LOT 'A' TO LOT 'C' FROM THAT DEPICTED ON REFERENCE MAP 1. THE
\ \ / SIDE LINE BETWEEN LOT `A' AND LOT 'C' REMAINS UNCHANGED.
6. THE WETLAND SOILS ON THIS
SITE WERE IDENTIFIED BY JOHN IANNI,
K C S S IN 2000 USING THE CRITE'IA FOUND IN CONNECTICUT
78 ^ " / P. A. 72-155 AS AMENDED BY P.A. 73-571. THE WETLANDS FLAGS WERE
5073 \ / \ \ \ \ \\ C WERE FIELD LOCATED BY PUDELER ENGINEERING, DECEMBER 2000,
1 Y ;' ! �� �_ - rnNr
\ \ J'• ' �� IRON P/N 7. THIS MAP IS COPYRIGHTED AND REPRODUCTION OR TRANSLATION OF ANY
4' PART OF THIS WORK BEYOND THAT PERMITTED Y T,. ]� B SECTIONS 107 AND 108
e ,y HOUSE . ' E \ \� MON \ 76 � N/� ti TO BE SET OF THE COPYRIGHT ACT WITHOUT PERMISSION OF THE COPYRIGHT OWNER
„. / IS UNLAWFUL. REQUESTS FOR PERMISSION OR FURTHER INFORMATION
, r, r. \ s r� i ► i r-� n� (TYPI�,d 1 SHOULD BE ADDRESSED TO PUDELEP ENGINEERI?,!G
;i 73x30 ,
rt
V
75
1 �
N/F
PARCEL T � � 8 EVANS
A 74 I 77 , ti LEGEND
75.5
$0 \
��LL Q ■ MONUMENT FOUND
CON N (� \ BARN AB�V€-�I 1 ,
GROUND 74
HELD
-A� '� � h
M O N ' i `, • IRON PIN FOUND
GARAGE �1 / O IRON PIN TO BE SET
�;�, 80 ,9 / 77 /
t
/ i 78 PROPOSED TYP C`t �s� s `� _ �75 j E L CATCH BASIN
76
80 EXISTING SANITARY MANHOLE
GARDEN 81 / / / i \` �s�\ / / 7JCt1 WL 1 L #5 W L {
' �• PROPOSED SANITARY MANHOLE
BARN � , / �,. • �,sE %, ��o �
� UTILITY POLEN/ 75x54 3f�, � f WL
76 WL #2 FIRE HYDRANT THERSEY
\' 75x45
FLAGGED76
`\ �\ � \ \ 82 WE i LANDS
8o 78
79 - l 77 I 7Sx27f
.,fit 79 __ t•' rs. 17 •..S* s .y t �
x 1
4 77
•orb I ` •,_ ... _v �'G: .rS!
Y '` 1 75 - 76 75"70 75x13 r .
T a N/F � , , _ l / M � R ), 8Q �_1P� Ati`D REVEW ARE
' F FARCES C
THE
ADDINGTON >
IRON \ ` -•tip y,' II
r d 75x88 z .
{ IN
N E
f A D
t RS ,
r q 74
CONSTRUCT I aN NOTES ON / 5 75x26
7
` 1. THE LIMITS OF WORK ON THIS LOT IS TO BE CLEAP,LY OUTLINED LINE .;
st + AT
,�r ,,.• "" : ' IN THE FIELD BY SILT FENCE, YELLOW CONSTRUCTION TAPE, ETC. THE
"sate } / \
-� LIMITS ARE TO BE PART OF THE BUILDING PERMIT.
P .•, . r"1 2 NO LOT DEVELOPMENT EXCEPT THAT SPECIFICALLY SET FORTH IN ANY I I
F{RST FLOOR 85.3
, *' `;+'•:, VALID WETLAN1668
DS PERMIT SHALL TAKE PLACE WITHIN ANY WETLANDS DR
'� E 7sx7a
WETLANDS BUFFER.
t � ref �k
t: E , MAIN
r I TOP CONCRETE 84.0 ? - :� �,
Q 3. THE DRIVEWAY IS T_ HAVE .BITUMINOUS APRON MEETING - ST .
s
-
THE TOWN OF SOUTH 1MNDSOR'S STANDARDS.
APROX. GROUND }a e;r'�x r� ,* . - - - •
.14
AT FRONT
4. CT. LIGHT AND POWER (NORTHEAST UTILITIES) ARE TO BE NOTIFIED _
f� 1
TO COORDINATE POWER SUPPLY AND ANY POLE OR GUY WIRE RELOCATIONS GRADE ,
.- yid ►. � -
a S. GRADING BETWEEN BARN AND HOUSE MAY BE VARIED BY THE OWNER Ra #,_
1 r ,r• , .
DEPENDING UPON THE OFF SITE FILL AVAILABLE ry
4" DRAINS BE INSTALLED UNDER BASEMENT �•* �'
-- -
ti aw r
6. _ _" AM TER FOOT NG DRAINS TO BEINSTALLED INSIDE AND OU SDE
OF FOOTINGS.
I
n
SPACING OF 12 FEET. FILTER FABRIC TO BE USED '
' -- FLOOR A T A MAXIMUM � .. •.� � •�' :; �� �.t
~ TO KEEP SAND FROM "PIPING" OR "RUNNING" INTO STONE AND PIPES. r ±1 • , '�+ ` '- I {
} �iti"b' :• a - ,� ::v t'�1""' !'. �'1: i5,� ri i'F-�' II, - `
w •,J
ROX. �f
AP STING �:a•.. �, ,�; -
} „ GROUND JT REAR
OWNER
OF HOUS1 and APPLICANT
,
� _ ,_ • M T ,� �: � . T _ " .. ROBERT W. & BARBARA E. LAVEY SCALE
}.•� _; .. 3 4 SAND
►, d , • r. WA TER SERVICE �,
` . VAPOR BARRIER IQ ,i,, ,� 1658 MAIN STREET ) '> = 40'
5 OF COVER "
2- SAND SOUTH SOUTH WINDSOR, CT 06074
>$,E� FILTER FABRIC
d "�r
FILTER FABRIC � Y,K:4 t` HOME PHONE 289- 1 1 13
} •i �..- ,.. i.i (� ,.., r ;• --3; � 1. .4 , k+.}S. i¢Ir• � ii'c #� { p x�.� �4 _ I
t t,• *� ; , WORK PHONE 298-3481 SCALE
5.... .. -`.' <,j; � ;A �:, _,! ,r..}. ::..h•r.�, -� - `". ,,.. .`.�' `3 '-$t `Tfii''e�6 `r' 'a�,7 s 4: � �' i rr• ;.; l,';.
;, .a BASEMENT 76.0 _� :� ?y TOPOGRAPHIC AND GRADING PLAN ,.
1 -40
4 . s n ; -
� �,� DRAINS
"} �'� �.:.:' r _;tea , ; / STON B CONC FL �I .
' :" RIC GR _ !' This map le Invalid �� �� ��
4" DRAI
J _ PARCEL
twNhout o Iiva signature C
DRAWN
A
�T AfPDX. HIGH " � 1 and embossed seal as If
J/ 4 J I GN r t i°'h * may be a preliminary or
ALL
�R4UND WATER �� ;' 4. ::N•,' r _ K.J.P. I
+ CONNECT A In<ampt.+. working copy.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP A 1969, SUBDIVSION FOR
DRAIN PIPES
''�.r. r•`ti,, * F - ^ ' �� 4 DRAINS V• CHECKED
Et; 75.5 I
<, fa l.: TO 6 DRAIN ArC FIELD ELEV.
n �- AT 6" CLEANOUT / / / IS SUBSTANTIALLY CORRECT AS NOTED HEREON, ELLEN & MARTIN Mc GRATH K.J.P.
, ,. 3 52/01 TOWN REVEW
6 SAN INV 73 68
6" S IORM URAIN INV. /2.Jb DATE
m r ,a
4 r r t
2 4 0 move T- 0 o e HOUSE and TOWN R c a - 0 EVEW
k 4 N - 658 & 1668 MAIN STREET
� � s 1
�, 1
SUU TH WI
c . .. _ a .� w t Ol
<� c,, . . , , -- -:,, � r3/ move drive at street to south
KENNETH J. PUDELER, P.E., L,S• DATE CT 1 U1
'}a7r ITi FILE N0.
ti ❑ N A T I ❑ NSECTION ; E�R1PT10N PUDELER ENGINEERING SHEET N0.
r. • = t�' .r CONNECTICUT L.S.L S # 9653
•
1. �^ x+ .n ra '_ - REVISIONS SW-23 201 WEST ROAD, SOUTH WINDSOR, CT 06074
PHONE (860) 610-0001 FAX 860 282-7726 2 0F 3
s d't`
r
1619
Z \
Z / \
Eli //
SUET
; _ - / 1. A E6 POST"
TRENCHXCAVATE
BENCHMARK I
LEGEND SET POST DOWNSLOPE. 1
a T.F. SAN. MANHOLE a N �F
S ELEVATION 73. 31 �� / \\ J�I ■ MONUMENT FOUND !�
,;, E VA N S • IRON PIN FOUND FLOW ,00.,.. \
ib"e `�/ ;� SAN. M.H. AT � O IRON PIN TO BE SET �\
END OF LATERAL
TF. 73.40/ \ e/
0 PROPOSED TYPE CL CATCH BASIN TRENCH CUT
EXIST. 62.4
�' / ;� INV. 63.00 \\ �\ T t EXISTING SANITARY MANHOLE 6" TO 8" DEEP
WIDE
2"X4"X5' STAKES DRIVEN
80 PiPE eL&;s (O� PROPOSED SANITARY MANHOLE INTO GRADE 12" MIN.,
Tf. 73.0 �t� \
Lj SET 8' TO 10' APART, AND
' TF' 4'iF�, `rOp. \ ` `� UTILITY POLE
CANTED 10' INTO SLOPE
XISTING TYPE CL CB. 12 PIPE
N ROUND BRICK STRUCTURE /1V1: 88. 15
; 71.84 /,�fOM pI _ 4��F P 0� sr, �2 , C E L C! 24" PiP£ - ANY. tS9.S0 � rf:�71'� \ FIRE HYDRANT
IV. IN 68.09 _____ -___ -z 10 $7W �r 1p. - 10 PIPE -
Y y. 1 6" CLAY i 1� '��r� � 0 - 1�' *�.1 \ AW. 70.16 \\� 1- 2. STAPLE THE WIRE MESH 3 ATTACH FILTER FABRIC
r 1V. IN 67.74 _ - // �� QS d PIPE
� •, _ FENCING TO THE POSTS.
t UT 18'" CLAY / �, o_ IY INK 70.33 '� FENCING T
WiRE ENC NG FILTER FA C
O
IV. Oul" 06.9� EIIS 6" c o �� 3 TO THE WIRE FENCING
-+"-� BRI ' AND EXTEND 17 IN
/ /> Ir
lNV. 69 . r 4 1 THE TRENCH 8".
Y , \ \a \ -
'� NEW fo INV.
i I / MATCH EX. \ h
alx i/ \ \ [ v FOLD FABRIC UP SLOPE
SIXT
5073
r1 , ;% '�•�' � TYPE CL ,>, IRON PIN
80 Pff 4 BACKFIIA. THE TRENCH
HOUSE
�. TO BE SET
' SEE WATER NOT
l�►v. 71.3E AND COMPACT
\A� 6' PIPE N/ EXCAVATED SOIL
ARAG N M. (TYPICAL)�, \ TF. 7� - 1V1! 7f.30 N F EVANS
COMPACTED BACKFIL
PARCEL A ° . o°F?D EVA N S
/ PaapLL
BARN ABM7VE
10
GROUND
E A
GARAGE �` 3AN�tT�. �.
TF. 5 Jrla, V
INV. 7 .
�q
�rl A-/ B�
# I#
GARDEN WL �i
=! \
�`\� BARN SAN. AT HOJSE ` •� .' ELEVATION
N/I• WV. 73 68 J POINTS 'A' SHOULD BE HIGHER THAN POINT 'B'
HERSEY ? �SF `�L wL #3
WAMW SEMr TYPICAL
L A�? U 5IL I F ENCE DE I AIL
Fr
,R. FOR EROSION CONTROL
kt
* ►G�•`-[. WETLANDS
Not to Scale
A
-t TABLE OF QUANTITIES - WETLANDS & 40' WETLANDS BUFFER
I -FI�x I . �x: �\\
t WETLANDS ACTUAL ,
` x BUFFER WETLANDS / ,- 9 9 )) 8 O UPLAND R E V E W A[
VOLUME OF FILL 0 Cy. 0 Cy.* A D D I N G T 0 N
VOLUME OF %CUT 0 Cy. * 0 CY.
DISTURBED AREA 0 SO. FT. 0 SO. FT
r ;
ty .c x 4j
ly. b Z
g .v4 0
0
Z
o
w EROSION & SEDIMENTATION CONTROL PLAN EROSION k SEDIMENT CONTROL NOTES (CONT.) EROSION & SEDIMENT CONTROL NOTES (CONT.) THE WETLANDS SOILS ❑N THIS SITE WERE IDENTIFIED AND FLAGGED IN
IN THE FIELD BY JOHN IANNI, REGISTERED SOIL. SCIENTIST, USING THE
Z 3. LAND DISTURTANCE SHALL BE KEPT TO A MINIMUM; RESiANLIZATION 10 ALL CONTROL MEASURES SHALL BE MAINTNNED Ok REPLACED DURING
<„�N .x r . IN ORDER TO PREVENT ENVIRONMENTAL DAMAGE TO NEARBY AREAS, DEVELOPMENT OF IRIS SITE
Q SHALL BE SCEDULED AS SOON AS PRACTICAL THE CONSTRUCTION PERIOD, AS NECESSARY OR ORDERED BY THE TOWN.
1= - SHALL COMPLY WITH PUBLIC ACT R3-388 THE DEVELOPER SHALL COMPLY MATH THE PRnCEDURES I�RTTFRTA F(ll 1NT1 TN f CiNNFf TTC t IT P.A,7?-155 AS AMENDED BY P.A. 73-S7I.
r EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER
(/) AND CONTROL MEASURES DETAILED IN CHAPTERS 6 AND 7 OF THE CONNEC71Ct1T GUIDELINES FOR
� ' ` 4 YELLOW CONSTRUCTION TAPE OR THE EQUIVALENT SHALL BE USED TO SET EACH SIGNIFICANT RAIN EVENT AND AT LEAST WEEKLY
N 1 { .^ LIJ SOIL EROSION AND SEDIMENT CONTROL SPECIFICALLY, A MINIMUM AREA SHALL BE DISTURBED
q 1 1 ' THE LIMITS N DISTURBANCE FOP CCWTAl1CPn-N EQUIPMENT. LIMITS
AT ANY ONE TiMIF AND DISTURBED AREAS SHALL BE RETURNED TO PERMAN04T VEGETATIVE COVER
WILL BE INSPECTED iN THE FIELD AT THE PRE-CONSTRUCTION MEETING it. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE
r d1 r io x !- AS SOON AS POSSIBLE. NO DEWiATERING DISCHARGE SHALL BE ALLOWED TO GO DIRECTLY TO
STREET c •r CONSTRUCTION PERIOD IF REQUIRED, AS NECESSARY OR ORDERED BY THE
k T} a F WETLANDS OR TO TF1E STREE. DRAINS WITHOUT FIRS. BEING TREATED FOR SEDIMENT REMOVAL. 5. SEEIHrvu MIxi*E iOk FINISHED GRASSED AREAS uUT OF THE WETLANDS too.
'e �- ALL PROTECTIVE MEASURES SHALL REMAIN iN PLACE UNTIL THE DISTURBED AREAS HAVE BEEN 94ALL BE ASFOLLOWS, KENTUCKY BLUEGRASS 45X, CREEPING RED OWNER and A PPL I CA N T
�..,.. STABILIZED BY VEGETATIVE COVER FESCUE 45%,FfRI"NNIAL RYE (3RASS 1OX SEED TO BE APPLIED AT A 12 100 FEET OF SRT FENCF AND AN APPROPRIATF NIIM8FR OF STAKES
FI ' LD RATE OF 1 US./1000 S0, FT. PLANTING SEASONS SHALL BE APML 1 SHALL BE MAINTAINED ON SITE FOR USE IN EROSION CONTROL ROBERT W. & BARBARA E. LAVEY
s z TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITES, TURBID SURFACE RUNOFF SHALL TO JUNE 1 AND AUGUST 15 TO OCTOBER 15. WHEN THE SUPPLY IS DEPLETED TO 20 FEET, THE SUPPLY SHALL
r BE REVERTED THROUGH TEMPORARY STAKED HAYBAiES OR SILT FENCES. TEMPORARY STAKED SEEDING WXURE FOR FINISHED GRASS AREAS WITHIN THE WETLANDS BE REPLENISHED SO, THAT WHENEVER NECESSARY, ADDITIONAL 1658 MAiN STREET
tt T .I Q HAYBALES OR SILT FENCES SHALL BE PLACED DOWNGRADE FROM THE SOIL DISTURBING SHALL BE AS-OLLOWS: REED CANARY GRASS 5OX, REDTOP 17X, BIRD'S FOOT EROSION CONTROLS CAN BE CONSTRUCTED IN THE FIELD SOUTH WINDSOR, CT 06074
ACTIVITIES. THUS, SURFACE FLOWS WILL BE DISPERSED THROUGH AND FILTERED BY THE LINE TREFOIL WITH VOCULANT 33% APPLIED AT A RATE OF 1 LB/1000 S0. FT.
PLANTING SEA60NS SHAL BE APRIL 1 TO JUNE 1 AND AUGUST 15 THROUGH 13. SEDIMENT REMOVED FROM CONTROL STRUCTURES SHALL BE DISPOSED OF HOME PHONE 289-1 113
F•- BEING TURNED UPHILL TO PREVENT END-CUTTING. IF ET IS NOT POSSIBLE TO SET THE LINE ON
j# ' I' / CONTOUR, IT SHOULD HAVE �WMIGS" AT INTERVALS NO GREATER THAN 150 FEET TO INTERRUPT SEPTEMBER 1 IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN WORK PHONE 98-3481 0 80 0
I x �n 40 i?
FLOWS PARALLEL TO THE LINES. UNDISTURBED VEGETATIVE STRIPS (35 FEET MINNUM OADTH) :..•! 6. AREAS 10 BE:EFT BARE MORE THAN 30 DAYS BEFORE FINISHED GRADING 14. STOCKPILES LEFT BARE FOR MOIRE THAN 15 DAYS SHALL BE TREATED
MAY ALSO BE USED AS RUNOFF FILTER AREAS PER THE DIRECTION OF THE ENVIRONMENTAL
AND SEEDING S ACHIEVED SHALL RECEIVE A TEMPORARY SEEDING OF WITH TEMPORARY VEGETATIVE COVER OR MULCH.
SUPERVISOR PERENNIAL RIGRASS APPLIED AT A RATE OF i L68/1000 SO. FT. AT
' x (n I `i A DEPTH C` /2 INCH. LNESTOW (EQUIVALENT TO 50% CALCIUM PLUS 15. STOCKPILE SIDE SLOPES SHALL NOT EXCEED 2:1 SCALE
EROSION & SEDIMENT CONTROL NOTES MAGNESIUM r DE) SHALL BE APPLIED AS SEEDBED PREPARATION AT A
( _ RATE OF 90 iBS. 1000 SO. FT. PLANTING SEASONS SHALL BE 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND " ' i
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSTRUCTED MARCH 1 TO,ONE 15 AND AUGUST 1 TO OCTOBER i. EROSION THROUGHOUT THE LIFE OF HIS CONTRACT DUST CONTROL 1 - 40
SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING Of WATER ON SCALE
` 1 !N ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE f,� �- 7 AREAS TOBELEFT BARE MORE THAN 30 DAYS BEFORE FINISHED GRADING EXPOSED SOiLS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A UTILITY AND EROSION CONTROL PLAN
t` .. GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE
"'� (j CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION. AND SEEDING)UTSIDE OF PLANTING SEASONS SHALL RECEIVE AN .AIR- NUISANCE TO NEIGHBORING PROPERTY OWNERS, AND TO PREVENT A 1 =40
"r i hF ` `" DRIED WOOD UIP MULCH, FREE OF COARSE MATTER, TREATED WITH 12 HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. This mop is Invalid �� �� ��
ev + '.+' `'-';• '' T MEASURES A INSTALLED PRIOR .. t ',r : LBS. NITROGEr PEP TON, APPLIED AT A RATE OF 185-275 IBS./1000 without a live signature DRAWN
2. EROSION AND SEDIMENT CONTROL ME SU ES SHALL BE I S s 3y PARCEL A & C
v
W TO CONSTRUCTION. SEE CONSTRUCTION SEQUENCE. • n '+' _�. SQ. FT. 17. CCNNSTRUGTIUN VALL CUMMENCL ON OR ABOUT APRIL, ZOW AND BE and embossed seal as it
- +y
�, COMPLETED ON OR ABOUT NOVEMBER, 2001. may be a preliminory or K.J.P.
8 HAYBALES Ati/OR FABRIC FILTERS (SILT FENCE) SHALL BE INSTALLED Incomplete working copy. A 19 6 9, S U B D I VS I O N FOR CHECKED
r/ ALONG THE TE OF ALL CUT AND FILL SLOPES GREATER THAN 4 TO 1. C
a
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP
�. HAYBALES 6E USED AS A TE,�DRAR'Y MEASURE. WHERE CONTROL IS SUBSTANTIALLY CORRECT AS NOTED HEREON, ELLEN MARTIN McGRATH K.J.P.
a tWt d k s, ?' }: .a MEASURES MIN. BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS AND
; z� 'f''� WHERE THE 30PE IS MORE THAN 150 FEET UPGRADE OF THE BARRIER 3 5/22/01 TOWN RENEW
FILTER FABW SHALL BE USED 2• 4/ / 1 DATE ii
1D o move HOUSE ana TOWN REVEW 1658 & 1668 MAIN STREET
q. ,. ' ?;p'. fl �:k r'L;'� ���" J Z 1 2/23/01 move drive of srteet to south SOUTH WINDSt�R, CT 2/1/01
,. ,•
e , SHEET N0.
KENNETH J. PUDELER P.E. L.S. DATE FILE N°• PUDELER ENGINEERING
NO DATE DESCRIPTION
CUNNErTIr_i IT L S. # 9553 REVISIONS SNi-2 i 201 WEST ROAD, SOUTH WMDSOR, CT 06074
. j PHONE (860) 610-0001 FAX. 860 282-7726 3 OF
:N�SIk�:'fithrY,��'-.� r, •5�T 4� r b.i..�.• ti :# .. r # I` } '+.t �._':tt;<34..
u �
i
I -
i
t
MAY 2 3 2001
South Windsor
13UILDING DEPARTMENT _
i
f0 THE BUILDING Uin. itJ;j,l CF :u1:7Ii Vl,NOSoh
This certified that this plan and s;xcific:tloas are tru.
copies of the proposed building or alterations to b.
6roetOd at
tosethor with amendments stated in applic ti:•n
flied with plan and I agree to comply with ::❑ a• >. -
6ullding and state laws and such orders as sL
IsaUsd by the Building Department during peso,.'
of this application and final issuance of a euilrli i
partnit.
Started
This elan to approved suhiacr •. sh. .....a:ricn lha,
orders and ordinances regulating building shall,be
Compiled with.
Conditienaliy Approved 7Teese cited with
•:;�.�: -
Bulldbrg Inspector ��Clerk
oat*
Etta i
r
-a
t