HomeMy WebLinkAbout171 BEELZEBUB RD ao�w ff�
„ t
ry.
APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230
DEPARTMENT DECISION PERMIT NUMBER:
APPLICATION IS HEREBY: l Ix 59
APPROVED: BLDG.PERMIT NUMBER:
�9 INSPECIUR
LOCATION OF WORK: / 7 be1zei&4
APPLICANT: OWNER: TYPE OF STRUCTURE:
/ ❑NEW BUILDING
p
NAME: ( (/ �I NAME: �C 11/ y t 1l(�Q/_ ❑ADDITION
PHONE NUMBER: �� - IO 5�•3 ' PHONE NUMBER: ! XISTING BUILDING
ADDRESS: � /n & m dg� ADDRESS: /7/ kp-lZ eJ "-d J�
TYPE OF USE:
SIDENTIAL ❑COMMERCIAL
HVAC INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM:A EATING ❑A/C
HEATING:
�ow7, Ooo
TOTAL HEAT LOSS(BTUH) -F (HEAT LOSS SHEET REQUIRED) Vf4 (J/
DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.):
ESTIMATED COST:S / Q O
AIR CONDITIONING:
DESIGN TEMP:OUTSIDE °F INSIDE °F DIFFERENCE F" FEE ENCLOSED:S `�.�'
c k 7cj y'
TOTAL HEAT GAIN(BTUH)-(HEAT GAIN SHEET REQUIRED)
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.):
FEE SCHEDULE:S18 PER SI,000 OF THE ESTIMATED COST.
ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
$1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART
OF THE PERIMIi'FEE)
THE UNDERSIGNED HEAEBY 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 PERFOMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO.: 3 / '5_(f 33 TYPE: S- 3 STATE: c� C
SIGNATURE OF APPLICANT: DATE:
o�Dl`(0 >7��Y
APPLICATION FOR HVAC PERNUT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT.230
DEPARTMENT DECISION
PERMIT NUMBER:
APPLICATION IS HEREBY: 9 S
APPROVED: BLDG.PERMIT NUMBER:
;>
DATE INSPECTOR
LOCATION OF WORK:
APPLICANT: OWNER:Cv � TYPE OF STRUCTURE:
❑NEW BUILDING
NAME: C t—�— C L ' NAME: E�Ll!`t �C�1 l O ADDITION
PHONE NUMBER 43 27�'42 PHONE NUMBER/--'MU �?J C C� q s7GSTING BUILDING
ADDRESS: 4'�, V`—'{ `�T �� ADDRESS: GV �' ��GJ�� Y
TYPE OF USE:
ESIDENTIAL o COMMERCIAL
HVAC INFORMATION: ' c�FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: o HEATING 't#A/C ( 5 �� 5]
HEATING:
TOTAL HEAT LOSS(BTUM °F (HEAT LOSS SHEET REQUIRED)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.):
ESTIMATED COST:S
AIR CONDITIONING:
C�DESIGN TEMP: •� INSIDE INSE�°F DIFFERENCE� F FEE ENCLOSED:S ()
TOTAL HEAT GAIN(BTUH)2y-i63/ (HEAT GAIN SHEET REQUIRED)
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.):
FEE SCHEDULE:SIS PER$1,000 OF THE ESTIMATED COST.
ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
S1.00 OVER (Z6 CENT EDUCATIONAL FEE INCLUDED AS PART
OF THE PERMIT FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND
STATE OF CONNECTICUT BUILDING CODES IN FIE PERFOMANCE OF SUCH WORK
CONTRACTORS LICENSE NO.: D C�•��� TYPE: STATE:
SIGNATURE OF APPLICANT: i DATE:
a01clo,� -� -, �
r 1 sock ;
Gam- 9676
. 6 (
��-,µye• t
1
"�.,, �tY�: , ,� - •��._+.� . `;�;. �f °�`,'�:r„ .� �!�`R't`'Hf .,k� ,.��•k "� .:�;`.,;��rl, z�c.�:.ram `:` � �''
PROVIDE THREE TIES TO GRADE . krrl .`r, ., �#
CL.FJWOUT LOCATION
LEGAL DESCRIPTION LOT SAW CUT AND SEAL JOINT WITH TACK COAT M 04 01
t - ,x's -'-#e
- .t nw•.ti -�. :, tip•. . .A -' :- y �• •'�.• •t�ya s, "� w :. �tC y:�
' ;!4' imp// — ��---- 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOU$ j t"CC 4
{ r'` CONCRETE SURFACE COURSE (OR '
"aT a ALL THAT CERTAIN PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON y`:u +• ,rs ,, ..,
SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY EXISTING MATCH EXISTING, IF GREATER) M 04 �• r,s ? , ► I.+ ti,
t ' SITE z r
f OF HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED PAVEMENT
AS FOLLOWS: THREADED CLEANOUT Plus (Tpp OF w ,, k'
PLUG E" BE1.OM' GRADE lJf4LJ:SS k ��•�N 2 3 r:. X r# �~ , 4
OTHERWISE DIRECTED BY OWNER ENDPOINT OF 200' SIGIiTLINE 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS
BEGINNING AT A POINT ON THE SOUTHERLY LINE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT ) TAKEN 10' BACK FROM CURB AT
MH 248.09
THE NORTHWESTERLY CORNER OF LOT 2 AND WHICH POINT MARKS THE NORTHEASTERLY CORNER OF TF CONCRETE BINDER COURSE C OR
/ _/ DRIVEWAY. CLEAR BRUSH AS MATCH EXISTING, IF GREATER) M 04 y
>f THE HEREIN DESCRIBED PARCEL., THE LINES RUNS; INV.242.53 REQUIRED TO PROVIDE SiGHTLINE. � 'x
6' (COMPACTED) PROCESSED TRAPROCK chr
THENCE S 21"-32'-49' W ALONG LOT 2, A DISTANCE OF 127.20 TO A POINT; �• eLBow GG * � ;. ! ; BASE.- M 05.01. � ,-�, �:: Y1
i4-
' 'THENCE S 23'-07-12" W ALONG LOT 2, A DISTANCE OF 496.97' TO A POINT; SOLID PVC PIPE - MATCH MAIN ` , . • ���ZF
,•:` PIPE S12E (8• DNA. MAXIMUM) � '`�:�?s': •yc.� N.�, .,M1?r`;.y-;.. .
:.. ,•�.,��••:;•."- T , ...: 6' (COMPACTED) PROCESSED GRAVEL v, "
:y- THENCE N 73'-43 -10 W ALONG LAID NOW OR FORMERLY OF HARRY L- WELLS, A DISTANCE OF G :'�„ti, . !i?;•` SUBASE OVER COMPACTED SUBGRADE
x' 186.60' TO A POINT /a" ° :'~:
36" EPDXY COATED, 5 I P �,.. 1.'`'" f•:
IRON PIN BURIED 6" DEEP I +, (TRENCH BACK FILL.) M.02- GRADE, B O� 5
NEXT TO CLE NOUT w '''''`' " '' •� .:y.: ,;;�•{r• ',• (OR PROCESSED TRAPROCK) NO
THENCE N 23'-07-12" E ALONG LAND NOW OR FORMERLY OF JOHN AND PATRICIA L. TENCZA. A / WG
DISTANCE OF 675.59' TO A POINT; �j / 12, 12' _ Rq� -
THENCE S 57-37-43' E ALONG THE SOUTHERLY LINE OF SEELZEBUB ROAD, A ----1 - - �I MIN. MIN. NOTES tom )
Lij
DISTANCE OF 184.93' TO THE POINT OR PLACE OF BEGINNING; SAID PARCEL CONTAINS 2.74 ACRES /� ( s / ��,� 4R11D�H" 1. ALL SAW CUT AND SEALED JOINTS TO ROgOy `
OF LAND BY COMPUTATION. �YFFOR IN-LNE / IHORIZO K, WYT. SNET .� BE EITHER PARALLEL WITH, OR PERPEN-
ONLY \ I l s�i�j, 2405 VARIES SEE THE PIPETO, THE CENTERLINE OF `
LEGAL DESCRIPTION LOT 2 TYPICAL... .,-
CLEANOUT DETAIL / / \ I I / / AIQ s v� SECTION TRENCH 2, ALL MATERIALS ARE TO MEET �' J
F13RM 814A, AS AMENDEL
ALL THAT CERTAIN PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON NOT TO F/MH
SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY 3 OF HARTFORD HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED / INV.'32.4 PROPOSED
SADDLE WYE CONNECTION x?•, .
SECT-ION
1, w AS FOLLOWS: / / S � �` � 20' LATERAL
MOLDED SADDLE WYE \ EASEMENT ,
BEGINNING AT A POINT ON THE SOUTHERLY LINE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT GASKET BRANCH, /. / / PERMANENT PAVEMENT vR
THE NORTHEASTERLY CORNER OF LOT 1 AND WHICH POINT MARKS THE NORTHWESTERLY CORNER OF GASKET SKIRT / / CMS Oy -TF/MN 232.59
/ / / �- PATCHING DETAIL
THE HEREIN DESCRIBED PARCEL, THE LINES RUNS; / TBS / INV. 227.78 VICINITY R .,
APPROXIMATE INVERT NOT TO SCALE
THENCE S 48'-08'-53" E ALONG THE SOUTHERLY LINE OF BEELZEBUB ROAD, A DISTANCE OF / �'ti' f OF PROPOSED 6" PVC SERVICE NOT TO SCALE
140.00 TO A POINT;
1 / CONNECTION -227.78
THENCE S 18'-17'-53" W ALONG LAND NOW OR FORMERLY OF THE STATE OF / / / / / NOTE:
CONNECTICUT, A DISTANCE OF 559.44' TO A POINT; / / / 2� / O INSTALL TEMPORARY STONE
FLOV 06, y :^
�� . 5 �` / �'' TRACKING PAD AT MOUTH OF
N� IC•
THENCE N 73'-43'-10" W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF / / / Q' �9ky g " DRIVEWAY. . SEE CONSTRUCTION r
178.18' TO A POINT; / / / '/� / r �O `' /7 h 69� / X SNET 5001 ENTRANCE DETAIL ABOVE. 1• ALL MONUMENTATION DEPICTED HEREON WAS FOUND IN THE FIELD UNLESS OTHERWISE NOTED.
/ J �l t (INV�./ �� �,��� / 2. BASIS OF .BEARINGS: MAP REFERENCE NUMBER 1. f
I 3
THENCE N 23'-0T-12" E ALONG LOT 1, A DISTANCE OF 496.9T TO A POINT; � .-- � � ��
o S 48 08 53 E 3. VERTICAL DATUM NGVD TAKEN FROM A BENCH MARK AS PUBLISHED ON MAP REFERENCE NUMBER 2.
THENCE N 21'-52'-49" E ALONG LOT 1, A DISTANCE OF 127.20' TO THE POINT OR PLACE OF I IN SPECIFICATIONS
140.00 TOTAL) `
BEGINNING; SAID PARCEL CONTAINS 2.08 ACRES OF LAND BY COMPUTATION. 2S ?0 /
SIZE (SD) ( L ) t Li ) 0 0' p
/ F,F o 2 \ 4. FRONTAGE VARIANCE GRANTED JANUARY 5, 1967, EFFECTIVE JANUARY 13, 1967, ALLOWING A LOT WITH 140'
6'X4' 2,750 10,125 13,375 / I ! hb'�i y EXt t ry• +'
FRONTAGE.
P'X6' 3,750 1735 13,565 / / / / / ti 75.0 SF�C ry I \ \ ry / T I BS s 5. THE PROPERTY IS LOCATED IN A RR ZONE.
4' +/- POST OR OTHER VARIES (le +/-) 10'x4' 2,750 13125 13 500 / / 6 l E W i CB
-,POST 10'x6' 3,750 14,875 13,500 / / / / `3�0 34� 0 IU' \ tECiEEND 6. APPLICANT/OWNER WAYNE L AND GALL L REYNOLDS (SEE VOLUME 619 AT AFGE 473) +.f
FILTER 12'X4' 2 750 14,375 13,500 / I /. / T G E
FAIBNC EXISTING 12'X6' 3,750 16,125 13,500 IP \\ 0 0 0 I ' INV.
V.CPOPUT \\ CB PRoroRn UTE 7. LOT 2 MAY BE SUBJECT TO THE RIGHTS OF UNKNOWN PARTIES IN AND TO THE PURPORTED ABANDONED OLD HIGHWAY.
GROUND 15'X4' 2,750 16,375 13,500 / / / CY ,r I A _ 228.5' 229 L�
" S SANITARY SETTER r
e• �� � 15'X6' 3,750 18,125 13,500 / � � /- \ �•O' `� / ' \ 8 C \ / ��
FLOW FAeroc C4 18IXV 2 750 18 875 13,500 / / / \ i 8. ' / 228 , \ d 0 w— Ew1Rls 8. ALL PROPOSED GRADING SLOPES SHALT. BE 3:1, OR FLATTER. ;
18 xb 3.750 20,625 13,500 \ SNET p T
/ ''--' 227 _ 9. THE MAXIMUM PROPOSED DRIVEWAY SLOPE SHOWN IS 14.3X.
A14CI40R FILTER it :712' —--i HOUSE SERVICE CONNECTOR / ok / 2404 w MwETR sEm4cs
_1
FABRIC INTO GROUND IN TO SANITARY MAIN / / `�' / / /\ �"�- g I \" WG a GAS LINE 10. APPLICATION TO TOWN OF SOUTH WINDSOR WPCA WAS MADE ON 11-30-00.
WITH sal u _ / / / \-' ; / / 226 T TELra�raNE LIRE ti ,,
SECTION ELEVATION NOT TO SCALE / / / 6 CLEAN 2 �\ ` �\ \ MAP R�ICM
/EVOTE� OUT. N ALL J --°�--
NOTE POST SPACING AND E1IBE01�14T SILT FENCE SHALL BE AMOCO N F JOHN AND / LOT 1 S GRANT/IOT 2 THE RIGHT TO CLEAR 1p
ACCQSS ` US �p N , L 1 �� L HEADWALL M1D " "N' REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FROM WHICH DATA WAS USED 1N THE PREPARATION OF THIS "
VARIES BASED ON THE FABRIC "SILT STOP' OR EOUIVALENT / //. / BOSH R UIR T0� MAINTAIN A WESTERLY 1 GRAD'E \ 36" RCP • p IRON PIN (FOUND) SURVEY AND MAP: a
" 'S PATRICIA L. TL'NCZA // / / GHT/DIST CE ( 200_ _ EXTENT OF ' w ra "0N RD 1. PROPERTY OF LESTER W. Qc LILLIAN B. WHITE BEELZEBUB ROAD SOUTH WINDSOR SCALE. 1" = 40' 1=EBRUARI( 196$` '
N
T / _ SANIT E WETLANDS ■ Cm 7" 00W: M MEtESPDNE BE
SILT FENCE L . 13 4 P. 2 6 6 �, / / / / / `_— -- I N �� \ "° '�' WIWAM J. CARRINGTON REG. LS. TOWN CLERKS MAP #535A,
TF/MH 231.03 ■ CRro 00NNIMMOUT RIDNwY DEPARTMENT MONUMENT t ^
NOT TO SCALE N N INV. 226.74 w TOP OF FRAME. 2. SANITARY SEWER CONSTRUCTION AVERY HEIGHTS AREA SOUTH WINDSOR, CONNECTICUT BEELZEBUB ROAD STA. 21+00
pRppO I W 1�\ INSTALL SPLASH PAD 5'x5'x1' FL Flow L� TO 32+00 AND STA. 32+00 TO 43+82.8 DATE: 5-1-71 SCALE: AS NOTED COMM. NO. 208-5 JAMES S. MINGES,
*, THICK, 4 RIP-RAP ASSOCIATES, INC. DRAWING NO. v
p F��/SF SFD ` f ON FILTER FABRIC UTILITY POLE 29-F AND 30-F. �•
L 0 T 1 AREA ' PERF. rVC ` imp�`S(yE0 � \ \ � \ \ \ • a7s4 COSTING pw
. / FOOTING DRAIN £�00 \ I
/119458,56 SR. FT. INVERT ?4 pRa �0\`WETLANDS w r� 09E 3. MAP LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF HARRY L do EDITH W. WELLES AVERY }
10' MIN. / / / / /Z / / 2.74 ACRES _ �\ 232.0' ? GqR oa 04 CATE STREET SOUTH WINDSOR, CONN. SCALE: 1" = 200' DATE: OCTOBER 31, 1954 F A HESKETW do ASSOC., INC.. TOWN
1 � F ,BUFFER LIMIT
` ` LINE
CLERK'S MAP #1265A ` >. • '
/ ! l 1 \ ` \ V.P. REOORD wulwE.A°AGE 4. AVERY BROOK WATERSHED PROJECT - SITE 1, FLOOD WATER RETARDING DAM, HARTFORD COUNTY, CONNECTICUT, PLAN
EDGE OF PAVEMENT PROVIDE ALTERNATE 'PULLOFF' O \ \� \\\ � �MADE TO) OF STRUCTURAL WORK, U. S. DEPARTMENT OF AGRICULTUR SOIL CONSERVATION
I •IF" 3 IS' IN. AREA IF DRIVEWAY GRADE IS / / / / / TING DR N E. SERVICE.
GREATER THAN 10%. / / / / / ` / ( r R," NMI OF Uw
I VERT 231.0' / f �. / , I I I I 3F_ SQUAW� 3. MAP LAND TO BE ACQUIRED 61 ,nc wp4-L OF Cvmmr_%,rr.:UT rmurcklT OF IHL zr_%, 0 CONGREGATIONAL ChomtH OF
MANCHESTER, BEELZEBUB ROAD; SOUTH WINDSOR, CONN. SCALE: 1' = 10 0' DATE: OCTOBER 1980 F A HESKETH do
'�' � ASSOC., INC..
z;° 10' 10' 15% GRADE / / ,' / `� / \ \ �' d 3r 'V / I i I I ooMc oorrplcT><
TRANSITION MAX 10' MIN. /// \\ 240 I I I
' � � � � // .� \ , I I I I N/F THE STATE OF "'ET 7011Riell NT1M ENouND TT:LFPIaME NOTES '„''° DE7CLJIRATIONS: .
J I CONNECTICUT THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES,
ut 0 tiUMNATTTa SECTIONS 20-3WB-1 THRU 20-3008-20, THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT
D• C0304 � ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS PROPERTYAWUNDARY
NOTES- / / / / / --_-- -� \\ -� '1 ( I I I V. 358 P. 42 D,•, DI�tAVM ,A,,NHME AND TOPOGRAPHIC THE BOUNDARY DETERMINATION CATEGORY IS RESURVEY FOR THE PERIMETER BOUNDARY AND FIRST FOR
1. REFER TO TYPICAL ROADWAY / i / / ` / / / )I I I THE DIVISION LINE BETWEEN THE PROPOSED LOTS -1 AND 2, AND THE HORIZONTAL ACCURACY CONFORMS TO A-2 AND
SECTION FOR GRADE --`-�" / / / � � / / / � � � � �,,.J / / / / swI SAMTTAItY MANHOLE
RELATIONSHIP BETWEEN R.O.W / ��/ / / / / —/� /` �- \`-- / / / / f Pvo POLAVIVI CHLOROE WE THE VERTICAL ACCURACY CONFORMS TO T-2.
R.D.W LINE AND GUTTER LINE. , / / _-.?(f�• / / / `_�`'� 1 IF]f•JM 1��7f1�['1fiflT[YfM110NflEtf ,iTY •MC ►,A nrn, •e•T,n�, ,[. rvnnra.nM
iL / .-- ^-•—�\� fi, / ..,_L �� c -•�. / / ! + NO UCI,LMA`TON IS uPRwacu OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE
2 MAX. GRADE OF 15% STARTING / , �/ /f e rY�T/ !"^ \ 4 _`F / / (I/ + ( I PA0Gmp PERFOMtFD AOCMP SEAL. AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR MOW. ANY
io'-o• BEYOND TOWN R.O W LINE. / ' / N _ o / IleP REIWOF n OONCRM PTA CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS.
I 1 !
l r / ^ '' ti� _� T AR%EA- % / /J� I RADIUS AS aEv a vTON I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND'BELIEF:
`-- LQ 2 = J I N/F Now OR F01IME ILY
SIDEWAI a (O ` '� /� RtGUIRED ro
15% MAX -____- i / / / / / 90405.59 SQ. FL_ \ �, � I Now NATTORML c000ETlc VERTICAL DATUM > THE PARCELS DEPICTED HEREON CONFORM TO THE CURRENT ZONING REGULATIONS RELATIVE TO LOT AREA AND LOT '
&, GUTTER ..- / WIDTH SEE GENERAL NOTE 4 •` ^�:
/ 2.08 ACRES o / I�ourE ( ) y
�LU MAX SLOPE _�-•� ,/ � --—. �____ -- \ R I�" � Ck
_ _ /// -- \ (r- E ( �c > THE EXISTING AND PROPOSED BUILDINGS SHOWN HEREON ARE OR WALL CONFORM TO CURRENT ZONING REGULATIONS
\��� /
10' 10' \\ -/�--- -�`— / // --LIMITS OF'�� \ J Ay WITH REGARD TO FRONT. SIDE AND REAR YARD SETBACKS:
TRANSITION ^'\\ / _FLOWAGE > THE PREMISES DEPICTED HEREON ARE NOT LOCATED WITH DEWU. FLOOD HAZARD ZONE AS SHOWN ON FEDERAL
r
/ 4EASEMENT_ `-` THICKNESS wNESS INSURANCE ADMINISTRATION MAP FOR CO ITY NUMBER 36, P L NUMBER 00028 AND t10036, DATED MAY 1, ,
SAG CURVE IN DRIVE P.40r"" TNIacNess 1980:
(STATE OF CONNECTICUT `-' CRUSHED STONESTONE
NOTE, FOR REPLACEMENT '_ _ 1
DRIVEWAY, PAVEMENT MUST ` "-� --•'
a HAVE A 1' LIP M PT MUSE I r /�� `\\ / / �'� f
DRAINAGE TO ROAD / 4" PVC FOOTING DRAIN FILTER FABRIC �— ----- -
\ INVERT OUT 230 \ AMOCO oR2GO ROBERT DAMN, L.L.S. 14651
SIDEWA EOUNALENT
TRANSITION ` t / \ \✓ `i1 / _\ JrUr 7 -, r
GUTTER ,.- 1�� I \ I I / / \ / ! ` ` 2001 F.
MAX SLOPE �� / CONSTRUCTION ENTRANCE DETAIL SOU#h, ,
r
5% \ } / ry NOT TO SCALE BULL DING Windsort.t4=
1sr, MAX LIMITS ( / D��ARrMENT
I / / L S Of WE LANDS AS
` / 1 DELINEATED IBY EMA EC OGICAL ZONING TABLE ���CREST CURVE IN DRIVE �} ' SERVICES, ILL ON 11 — 8-99 A�ZN.
_� iSHOWN ON CORD S DIVISION/ ,� „ ZONE: RR REQUIRED PROVIDED SIGNATURE BLOCK:
RESIDENTIAL DRIVEWAY DETAILS \�\\ �-\ \ \ _ \ I r SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 -� '
�\ \ \ — LOT AREA 40,000 °,F 119.458.6 SF THIS SUBDIVISION IS APPROVED BY THE PLANNING AND ZONING COMMISSION OF F
NOT TO SCALE �\\\ ��\\ \\ �--_-' '��� WL / L 2' (COMPACTED) CLASS 2 BITUMINOUS SOUTH WINDSOR, CONNEcncLfT.
CONCRETE SURFACE COURSE (OR MIN. FRONTAGE 175 FT 184.93 FT ai
MATCH EXISTING, IF GREATER) M 04 SIGNATURE:_
EXISTING MIN. FRONT YARD 50 FT 50 FT
PAVEMENT7 --- -- i t
-•-- ••-_- _ - _ - DATE OF APPROVAL:� _
LAWN/ STREETS t \ r\ \ 7 - MIN. SNUL TAKU z0 1.1 20 r r - - T
amss ca►rTTry PAVED AfAS MIN. REAR YARD 50 FT 50 PURSUANT TO TITLE 8 OF THE CONNECTICUT GENERAL STATUTES. ALL WORK IN CONNECTICUT Y "
\ \\\\ \ \ \ - - - - -` WITH THIS SUBDIVISION SHALL BE COMPLETED WITHIN FIVE (5) YEARS FROM THE DATE OF THIS
TGPSOA t SOD dt SEES \ \\ \ O �i < \ /
APPROVED GRANULAR NO \�`\\�\\\\\\\\\�� J !! \\ \\\\\ \ 1 / o APPROVAL.
7' (COMPACTED) PROCESSED TRAPROCK /� PURSUANT TO SECTION 8-25 OF THE CONNECTICUT GENERAL STATUTES, THIS PLAN WAS "
ORGANIC BACICOMP MATERIAL \\ \ 5\\\\\ 2 0 1 \ \— \ \ l BASE.- M.05.01 J Q' 40' BO' 120'
•'' PLACED AND COMPACTED IN \�\�` \ �� \ \\4O --`1 \ \ \ \\ \ \ • • '
ONE FOOT U�OWL) LIFTS. \\ \ �\ \\ \ \ \ \ DELIVERED TO THE APPLICANT ON AND SHALL BE FILED IN THE OFFICE OF t'
THE TOWN CLERK OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT WITHIN NINM (90) DAYS
6' (COMPACTED) PROCESSED GRAVEL - OF THAT DATE.
v T R SUBASE OVER COMPACTED SUBGRADE -
WARNING APE PER COIN.
�.. CAL 1 — 40 SCALE:
GENERAL STATUTE SECTION \ \\ � \ \ \ . „ - (TRENCH BACK FILL) M.02- GRADE: B
L6-345, AS AMENDED,PLACED �� \\
F'
(OR PROCESSED TRAPROCK)
I2' Oft) TO 24' OW)ABOVE \�
TOP OF PIPE. v, \
\� IS` APPROVED BACK, FILL PLACED REVISION DATE —�►
\ \\ '� 4 Meehan & Goodin
SAND BLAWET \ \\\\ \\ \ \ \\ AND COMPACTED IN 12' LAYERS A�
t2 Mllir..,� �.I . \ \
\ �\\ \� w (OR AS OTHERWISE APPROVED) REVISIONS PER 9-19-00 STAFF C)MMENTS 9-22-00
PD'E As SPECIFIED \ \ \\ \ MIN, MIN. �----- NO STONE LARGER THAN 3' ��,� Engineers — Surveyors, P.C.
t/2 PIPE '�„_St` 3M' eRam+ TRAPROCK N/F HARRY L. \ \ � � 387 North Main Street,
EV19ONS PER 1t-14-00 COND. OF APPROVAL 11-29-0o Manchester, CT 06040
vz n PTPE WELLS IPTBs W DNC" NOTES (860) 643--2520 FAX (860) 649�-880s
rum rum
6•ICN ' , �'. V. 132 P.381 VARIES --
f1T1 dr- NOTE)
SEE 1. ALL SAW CUT AND SEALED JOINTS TO
TYPICAL PLAN PREPARED FOR
•?uLKs ;,r;�c= TRENCH E EITHER PARALLEL WITH, OR PERPEN- � ,,
SECTION DICULAR TO, THE CENTERLINE OF �`b
THE PIPE. °""" WAYNE L. AND GALL L. REYNOLDS "A
ttttt,,,,,aawrnnn�, e�""F, pF O'UN�{+�_
E' ENGtNEER�S TORE: OR{GINAL DOCUMENT CONTAINS THE LIVE SEAL �```�F �QI���� �, cQ Try I • --cT SECTION C T I ON 2, ALL MATERIALS ARE TO MEET t
L SEE STANDARD DETAIL FOR CLAY STOPS AND LIVE SIGNATURE OF THE TONAL ENGINEER. THIS DOCUMENT SHALL. BE FORM 814A, AS AMENDED SOUTH WINDSOR, CONN.
.. �� . aT E. p •.:�' ''. - 161 BEELZEBUB ROAD
MERE NECESSARY P4.VI-4 6'MIK CONSIDERED UNSEALED AND UNSIGNED BY THE PROFESSIONAL ENGINEER IF SUCH SEAL AND
a FILTER FAIIRDC %*U DE NI1MwvEN SIGNATURE ARE MISSING OR IF IT CONTAINS A SEAL AND/OR SIGNATURE THAT ARE COPIES. `''•.off �� �y ,'� ' *� �. �` b
CLASS 2, VLTH P17NI I VITY OF0.5 TO
a1 sEV AND ADs oro43 M TO 022m T TEMPORARY PAVEMENT SUBDIVISION PLAN
AND SHALL MEET AMMO ww% P!E-!M QaM PATER CALL BEFORE YOU CIG 1-rs00-�2-446h E XtSTt111G !'y ITN ES i►nt SUN I�tATTED FROM
AVAILABLE SOURCES. THE LOCATIONS ARE t)M Y 1rPs'1 'XNMATE Mrf7 TFICRE MAY BE ADDmoNAI PATCHING DETAIL
r 1,. .. TYPICAL SANITARY SEWER UTILITIES WITHIN THE PROJECT AREA. THE 0OWR�''(IP+ SHAU,. rE1R Y THE' LOCATIONS OF ALL LNG- f 5� ` SCALE: 1' m 40' DESIGN: RED PROJECT: 99318 ACAD: 99318.DWG.RO
TRENCH SECTION EXISTING UTILITIES WITHIN THE WORK AREA, NOT*V £A0 At VFCTEL) UT>'t.I1'Y (,OV,IPANY AND DIG NOT TO SCALE l 4,4 '`
TEST- PITS AS REQUIRED PRIOR TO COMMENCING CG14STSM 4 *N. c, v rk,,
r NOT TO SCALE DATE: 8-31-2000 DRAFT. AJF DER DISK NO.:
/ SHEET NO. -2- OF _2_
yy
e
-71
,wn
z� ��
' LEGAL DESCRIPTION LOT 1 � � ;�'a`'{-,b �:~ ; ,y
SITE f r, � f _
ALL THAT CERTAIN PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON O� O? F , x `
SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY �NG� _ ' ` '�w°i
OF HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED
AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTHERLY LINE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT TF/MH 248.09__,/
f ' v
INV.242.53 `
THE NORTHWESTERLY CORNER OF LOT 2 AND WHICH POINT MARKS THE NORTHEASTERLY CORNER OF ►�`"
THE HEREIN DESCRIBED PARCEL, THE LINES RUNS;
THENCE S 21'-52'-49" W ALONG LOT 2, A DISTANCE OF 127.20' TO A POINT;
THENCE S 23'-07'-12' W ALONG LOT 2, A DISTANCE OF 496.97' TO A POINT;
G ,/� h'00 , 4,
THENCE N 73'-43'-10" W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF IP OR�IJp�'�{� i'1
186.60' TO A POINT;
_
WC
THENCE N 23'-07'-12" E ALONG LAND NOW OR FORMERLY OF JOI-IN AND PATRICIA L TENCZA, A ` / � Z
DISTANCE OF 675.59' TO A POINT; W � + .T .
THENCE S 5P-37'-43" E ALONG THE SOUTHERLY LINE OF BEELZEBUB ROAD, A /
" S c L NET
DISTANCE OF 184.93' TO THE POINT OR PLACE OF BEGINNING; SAID PARCEL CONTAINS 2.74 ACRES � 2405
OF LAND BY COMPUTATION.
\ TF/MH -Z7.24
\ INV.=.49
PROPOSED J � • 3 ��
eF' ° s 20' LATERAL
LEGAL DESCRIPTION LOT 2 � f'_ s
- ----------. _-�_._ ----'---- ------------ / S0 \ EASEMENT F,,� •� ��"�r ��> 4.
\ ` _ SANITARY LATERAL INVERT 227.69 j r
CAIS TF/MH 232.59 ¢et
e /-' BASED ON COMP.
ALL THAT CERTAIN PARCEL OF LAND WITH BUILDINGS AND IMPROVEMENTS LOCATED THEREON / INV. 227.78 COULD NOT BE FIELD VERIFIED VICINITY MAP ,,;: '•�
SITUATED ON THE SOUTHERLY SIDE OF BEELZEBUB ROAD IN THE TOWN OF SOUTH WINDSOR, COUNTY
\ NOT TO SCALE
OF HARTFORD AND STATE OF CONNECTICUT, BEING MORE PARTICULARLY BOUNDED AND DESCRIBED Y .�•,
AS FOLLOWS: zn
BEGINNING AT A POINT ON THE SOUTHERLY LINE OF BEELZEBUB ROAD, WHICH POINT IS LOCATED AT ,� k�" ♦ °� a`
THE NORTHEASTERLY CORNER OF LOT 1 AND WHICH POINT MARKS THE NORTHWESTERLY CORNER OF / N$yti9 , ti
THE HEREIN DESCRIBED PARCEL, THE LINES RUNS; w� e ,1 �� O .39
THENCE S 48'-08'-53" E ALONG THE SOUTHERLY LINE OF BEELZEBUB ROAD, A DISTANCE OF / o} ' �/ 1 .5 ` ♦ SNET
140,00' TO A POINT; / WELL Sti}�, 6 "2 S 1.52 50Q1
/ dr `ti NOTE:
THENCE S 18'-1T-53' w ALONG LAND NOW OR FORMERLY OF THE STATE OF h. /i �34.05 .,Ll 231 8 �� INSTALL TEMPORARY STONE
>` o f i 5 i GENERAL NOTES: ;
CONNECTICUT, A DISTANCE OF 559.44' TO A POINT: j O cV cV 5/6� Off, M ° TRACKING PAD AT MOUTH OF
0 , 20 ^• , 1. DRIVEWAY. SEE CONSTRUCTION
THENCE N 73'-43'-10' W ALONG LAND NOW OR FORMERLY OF HARRY L. WELLS, A DISTANCE OF / 0 0 o L / _Z__�N a i 231X60 /T\' \ ENTRANCE DETAIL ABOVE. 1. ALL MONUMENTATION DEPICTED HEREON WAS FOUND IN THE FIELD UNLESS OTHERWISE NOTED.
7 .1 T NT h'O / b EXI 3'�T` N ti .(�� SNET
1 8 8 O A P01 / /' 0 1S VS�.HG` ti N L32.18 ♦ .3131 l 5298 2. BASIS OF BEARINGS: MAP REFERENCE NUMBER 1. r
THENCE N 23'-07'-12 E ALONG LOT 1, A DISTANCE OF 496.97 TO A POINT; �' 6/ / F.L. 8"PVC= - 231.71 ♦ \ \ , CS 3. VERTICAL DATUM NGVD TAKEN FROM A BENCH MARK AS PUBLISHED ON MAP REFERENCE NUMBER 2.
5 . 230.58 232.58 ♦ X228.0 °
THENCE N 21'-52'-49• E ALONG LOT 1, A DISTANCE OF 127.20' TO THE POINT OR PLACE OF 01 34.0• / x CB ' 4. FRONTAGE VARIANCE GRANTED JANUARY 5, 1967, EFFECTIVE JANUARY 13, 1967, ALLOWING A LOT WITH 140'
BEGINNING; SAID PARCEL CONTAINS 2.08 ACRES OF LAND BY COMPUTATION. ! 236.27 x � �.
IP x 232.45_ / \ y FRONTAGE.
IF, O 228.00
�14 CLEAN-OUT 22$ x t 5. THE PROPERTY IS LOCATED IN A RR ZONE. `
0' ,
2 0.14 / �-F.L. 8"PVC= 7_
228.36 \ 6. SANITARY, WATER AND ELECTRIC SERVICE LATERAL LOCATIONS PROVIDED BY CONTRACTOR, NOT FIELD VERIFIED,
SNET
240.45_ 236.53 234 2 / 2404 7. LOT 2 MAY BE SUBJECT TO THE RIGHTS OF UNKNOWN PARTIES IN AND TO THE PURPORTED ABANDONED OLD HIGHWAY.
226.90 WG
B. ALL PROPOSED GRADING SLOPES SHALL BE 3:1 OR FLATTER.
/ E h / F.L. 4"PVC= `
r, a , NOTE: 240.86 /237.3 1 / r t x
S, ,4, f)jj L ..bV f 4t.:,Z x WOODEN
_V%F JCHN AND1.1�#t �t��k 3� LOT 1 SHALL GRANT LOT 2 THE RIGHT TO CLEAR PORCH �i'� l HEADWALL , 9. THE MAXIMUM PROPOSED DRIVEWAY SLOPE SHOWN IS 14.3%.
BRUSH AS REQUIRED TO MAINTAIN A WESTERLY 41.20 r 2 .88 / x
PATR[CIA L. TENC SIGHT DISTANCE OF 200'. / c 227 99 36" RCP 10. APPLICATION 70 TOWN OF SOUTH WINDSOR WPCA WAS MADE ON 11-30-00.
241.43 EXTENT OF
V 1 34 P. 266f r, 9t, WETLANDS 11. THE TERM AS BUILT AS USED HEREON PERTAINS TO LOCATING IMPROVEMENTS AND SHOULD { s ?
" ' /r 6`�6��I F�j! ` 235.34 / NOT BE CONSTRUED TO IMPLY THAT THE UNDERSIGNED WAS PRESENT AS THE IMPROVEMENTS WERE BUILt
^� 4 'r / x / TF MH 231,03 k " .
INV. 226.74 AMIW REFERENCES: �- � I
D %x 24t.0 L �, l0 / -239.3 t ^, . .
8' �41.1 / x 231.36
F r / REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FROM WHICH DATA WAS USED IN THE PREPARATION OF THIS
t)LOT 1 AREA l E M o, 41 F; 4 / SURVEY AND MAP:
119458.56 SO. FT. / l240.87 a'F�<4 46 1. PROPERTY OF L.ESTER W. & LILUAN B. WHITE BEELZEBUB ROAD SOUTH WINDSOR SCALE 1" - 40' FEBRUARY 1968
2.74 ACRES. / 4t 2, // 2.8' &0 2 4 '6 / 239 7 WILLIAM J. CARRINGTON REG. LS. TOWN CLERKS MAP #535A,
° /238.44
2. SANITARY SEWER CONSTRUCTION AVERY HEIGHTS AREA SOUTH WINDSOR, CONNECTICUT 19EELZMUS ROAD STA. 21+00
1 / 39 4F � r F.L. FOOTING DRAIN BASED TO 32+00 AND STA. 32+00 TO 43+82.8 DATE. 8-1-71 SCALE: AS NOTED COMM. NO. 208-5 JAMES S. MINGES do
7) °0 - 3 f ON DATA PROVIDED BY THE ASSOCIATES, INC. DRAWING NO.
x 235.69 BUILDER - 233.1 +/- 29-F AND 30-F-
238.94/ r 3. MAP LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF HARRY L. & EDITH W. WELLES AVERY
Co
STREET SOUTH WINDSOR, CONN. SCALE: 1" = 200' DATE. OCTOBER 31, 1984 F A HESKETH & ASSOC., INC.. TOWN
240 62 z o 239.5y/ 1238.98
SANITARY LATERAL INVERT BASED `V // THE ;� TATE OF CLERK'S MAPt1265a
ON DATA PROVIDED BY THE / 2 w N F
p 4. AVERY BROOK WATERSHED PROJECT - SITE 1, FLOOD WATER RETARDING DAM, HARTFORD COUNTY, CONNECTICUT, PLAN
BUILDER = 238.0 +%- � a X 239.66 CONj�1-ECTICUT OF STRUCTURAL WORK, U. S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE
/ / V. 358 P. 42 5. MAP LAND TO BE ACQUIRED BY THE STATE OF CONNECTICUT PROPERTY OF THE SECOND CONGREGATIONAL CHURCH OF
/ x 236.90r^
MANCHESTER, BEELZEBUB ROAD, SOUTH WINDSOR, CONN. SCALE: 1" a 100' DATE: OCTOBER 1$80 F 11 hiFSKETH d:
// r / ASSOC., INC..
FOUNDATION NOTES MID DEICL.ARAT K)NS: }�
36.28
� LOCATED AS SHOWN
/'4 / 4 7-31-2001 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES,
V 99 P. 294 235 5 SECTIONS 20-30OB-1 THRU 20 300E 20, THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT
/ O r� S' OTHER IMPROVEMENTS AND GRADES ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS IMPROVEMENT
LOT 2 AREA cr a LOCATION, THE BOUNDARY DETERMINATION CATEGORY IS RESURVEY FOR THE PERIMETER BOUNDARY AND FIRST FOR THE
/ � •� co' � - �, o d- � LOCATED AS SHOWN
90405.59 SO, FT, Q DIVISION LINE BETWEEN THE PROPOSED LOTS 1 AND 2, AND THE HORIZONTAL ACCURACY CONFORMS TO A-2.
2,08 ACRES / iM 12-27-2001
NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT BEARS THE IMPRESSION TYPE
LEGEND SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW. ANY
/ LIMITS OF / CHANGES MADE TO THIS PLAN WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS.
PROPERTY LINE / / / FLOWAG I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF: T�
- EASEMENT LINE --�..� � ,_-�--r"`"-"""-----�EASEMENT
V.358 P.40 _ > THE PARCELS DEPICTED. HEREON CONFORM TO THE CURRENT ZONING REGULATIONS RELATIVE TO LOT AREA AND LOT
WIDTH (SEE GENERAL NOTE 4):
--_- S SANITARY SEWER \ � STATE OF
OHW-- OVERHEAD WIRES ______� -- CONNECTICUT)
/' WL�r-_w > THE EXISTING HOUSE (LOT 1) AND EXISTING FOUNDATION (LOT 2) SHOWN HEREON ARE CONFORMING TO CURRENT
D STORM DRAINAGE � / ; ZONING REGULATIONS WITH REGARD TO FRONT, SIDE AND REAR YARD SETBACKS:'
W WATER SERVICE �H a" k > THE PREMISES DEPICTED HEREON ARE NOT LOCATED WITHIN A FEDERAL FLOOD HAZARD ZONE AS SHOWN ON FEDERAL
G GAS LINE k�r INSURANCE ADMINISTRATION MAP FOR COMMUNITY NUMBER 090036, PANEL NUMBER 0002E AND 0003B. DATED MAY 1, '
% ►a
T TELEPHONE LINE /
k > THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION ELEVATION AND
----82---- EXISTING CONTOUR / COMPLETENESS. THE FOLLOWING LISTED ITEMS ARE THE ONLY DEVIATIONS FROMTHE ORIGINAL PLANS APPROVED BY THE
Km HYDRANT / / i PLANNING AND ZONING COMMISSION, STAFF APPROVED CHANGE ORDERS AND THE PLANS SUBMITTED FOR BUILDING
• IP IRON PIN (FOUND) / ' /
PERMITS:
• IP TFss IRON PIN (TO BE SET) / / LIMITS OF WETLANDS AS 1) PORTIONS OF THE DRIVEWAY LOCATION DEVIATE, AND
■ CNS TBS CONCRETE MERESTC4'1E (TO BE SET)
/ DELINEATED BY REMA ECOLOGICAL 2) FINISH FLOOR ELEVATIONS DIFFER.
-E UNDERGROUND ELECTRIC / , SERVICES., LLC ON 1 1 -18-99 AND
TF TOP OF FRAME w --• K-� ,Y / 3) WATER AND SANITARY SEWER LATERALS DIFFER.
��•�w� SHOWN ON RECORD SUBDIVISION PLAN
�3
ft FLOW LINE 4 % 4) FOOTING DRAIN OUTLET LOCATION DIFFERS.
f ,
unL.rtY POLE � w
97.54 EXISTING GRID ��,s 7 '
WG WATER GATE 1P k
l
GG GAS GATE IP �_ % -------�-___-�___.�
/ ROBERT DARN, L.L.S. 14651
BL BUILDING LINE 1
V.P. RECORD VOLUME/PAGE h/1 8\6
REF REFERENCE (IS MADE TO) 7343'1~�,��-� / 0' 40' 80' 120'
R.O.W. RIGHT OF WAY O' W �```
S.F. SQUARE FEET „ " '
SCALE 1 = 40
AC. ACRES /
CONC CONCRETE IP
SNET SOUTHERN NEW ENGLAND TELEPHONE
CB CATCH BASIN N �3,'3 �8 `` �/� REVISfON DATE , Meehan & Goodin
DMH DRAINAGE MANHOLE 0' y, 4 ZONING TABLE LOT 2 REVISIONS PER 9-19-DO STAFF COMMENTS 9-22-00 AMAk�
SMH SANITARY MANHOLE `�, - - �Y� Engineers - Surveyors, P.C.
`'� REVISIONS PER 11-14-00 COND. OF APPROVAL 11-29-00 Manchester, CT 06040
PVC POLYVINYL CHLORIDE PIPE N/F HARRY L, ZONE: RR REQUIRED PROVIDED - Vow 387 North Main Street,
WELLS AS BUILT FOUNDATION LOT 2 8-6-01
ACCMP ASBESTOS CEMENT CORRUGATED METAL PIPE IP LOT AREA 40,000 SF 90405.59 SF �� ��, (860) 643-2520 FAX (860) 649-8806
PACCMP PERFORATED ACCMP V. 132
P- 38 ' AS BUILT REQUIRMENTS 12-27-Oi
RCP REINFORCED CONCRETE PIPE MIN. FRONTAGE 175 FT 140.00 FT(SEE GENERAL NOTE 4) TOWN COMMENTS - - 1-18-02 PLAN PREPARED FOR
ELEV ELEVATION MIN. FRONT YARD 50 FT 157.87 FT
N/F NOW OR FORMERLY •` `C C Q IIJ l;r L.MIN. SIDE YARD 20 FT 38.17 Fr '. TRACY L ROOD
E.M. ELECTRIC METER :•.4�T £'p. JC':
MIN. REAR YARD 50 FT 381.1 FT ;�,:Odd `/aS'.G�`"; BEELZEBUB ROAD SOUTH WINDSOR, CONN.
M.P. NEW PIT -
``y�-� - IMPROVEMENT LOCATION PLAN AS BUILT
IN
N0.14551 ? -
_, �!�' i�1�iIO'cZ SCALE: 1" - 40' DESIGN: RED PROJECT: 99318 ACAD: 99318C.DWG.RO
su ml
DATE: 8-31-2000 DRAFT: DER DISK NO.: SHEET NO. __1_ OF _.1_
1900754 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 12/03/2019
GIS ID:09000171 FEE: 198.00
MUNIS APPLICATION# 201902774 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: NUTMEG MECHANICAL SERVICES,INC. ADDRESS: 171 BEELZEBUB ROAD
ADDRESS: 130-3 UTOPIA ROAD OWNER: CORNWALL KEVIN&
171 BEELZEBUB ROAD
MANCHESTER,CT 06042
DESCRIPTION OF WORK: EXISTING DUCTWORK EXCEPT FOR ATTIC CONNECTIONS
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITII TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
12/3/2019 1:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1900597 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 09/20/2019
GIS ID:09000171 FEE: 162.00
MUNIS APPLICATION# 201902064 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ENERGY UNLIMITED LLC ADDRESS: 171 BEELZEBUB ROAD
ADDRESS: PO BOX 298 OWNER: CORNWALL KEVIN&
171 BEELZEBUB ROAD
MANCHESTER,CT 06045
DESCRIPTION OF WORK: OIL TO GAS CONVERSION INSTALL BOSCH DIRECT
VENT NATURAL GAS BOILER
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
9/20/2019 12:07 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE