HomeMy WebLinkAbout1060 AVERY ST APPLICATION FOR HVAC PERMIT(Continued from reverse side)
TYPE O"YSTEM: TYPE OF UILDING:
Uff HEATING Off RESIDENTIAL
❑ A/C ❑ COMMERCIAL
❑ VENTILATION ❑ INDUSTRIAL
HEATING
❑,$TEAM LOW PRESSURE LIMIT L]jS. HIGH PRESSURE LIMIT LBS.
®'HYDRONIC ❑ WARM AIR 9 UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
/L L �� �
AS' iti�
GROSS HEATING
CAPACITY(INPUT-BTUH) ET RATING(OUTPUT BTU�
TYPE OF FUEL
❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY
GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW
AIR CONDITIONING
DESIGN TEMP: OUTSIDE °F INSIDE OF DIFFERENCE OF
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
TONNAGE COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK
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.
CO RACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT /'%tom; 0 ��f 0 DATE 5" /4 - /�'
APPLICATION FOR HVAC PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
' (-) t APPI LOVED- 1540 SULLIVAN AVENUE
Bldg, Permit it #
��.. 644-2511 ext. 230
Date Building Ins6ector
Application must be printed or typed
i
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 Fc,07
Over$1,000= tract Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT
APPLICANT ADDRESS
(f* -W
APPLICANT'S PHONE#00 (rJ 0.2
OWNER J
p W N S F-4 OWNER ADDRESS
OWNER PHONE
CO J ` ESTIMATED COST$
,.�j t► (� IS THIS A CONTRACT COST? Yes No
b* FEE ENCLOSED$ b
TYPE OF JOB: 31 3v
{
SOR,CON New Installation
Alteration/Addition/Repair
�O
Revised 03/05/10
NIF 290
298 '296 1294 HATCH 292\
228.00' \ (P 1 29(
•cal
ev. 29.4t
tlet � � �\\ 87.5 T 0 .� \\1
-- 292
50 R'- Y — \ o C.L.6 P. `\
`� EASEMENT
T / rn \
o P6Z`' P t �O%T 2
��A = �;`603.66 SF ��M 294
16 w N o�
24 w It' peck e ' \\ N/
/ F6F ,,.67 0 _ FOR.
N300.F FFF z �' «^aa� r.� t ' ,'�, �,,�= ZZ
02 ` 20.67 302.9 ,. ...i!.l�:y„ n*, i 1 296
401
O N WA 0 — 298
1
�P 205. 14 �3oc
304 302 i p
- ExiSf. SANIMNY SEWER FL nro.551-
AVERY S 77RE nT
` OQ1SL3tVATIGN PLAN NMUV M
ALL AMVITIES WILL BE IN ACCORDANE WIT11
SECTION AND PACE REFERENCES,
"CT GUIDELINES OF SOIL EROSION AND SEDIMENT CONTROL"
of the
CONNOCTICUP COUCIL of SOIL and WATER CONSERVATION January 1985 `
1. Individua-1 responsibleE
for Erosion and Sediment Control:
Mario Ltiu,c iL .'hone: 27'••?971 (hcrie) 643-4949 (work) .
2. Gravel ebtrance/exit• pad will bei'-installed at driveways. ,
3. All storm water discharge areas to be protected by fabric filters.
(SEE DETAIL AND PLAN FOR LOCATION)
4. Stabilization of disturbed areas will be accomplished within 30 days
of distarLc,nce in the following manner: '<
A. 'Peinporary vegetative cover, if needed, shall be as follows:
annual rye grass shall be applied at the rate of 40 lbs./acre
between 3/1 and •10/1. (Prom 10/1 - 3/1, stabilization will be
accomplished by application of mulch at the rate of 2 tons/acre.)
B. Permanent vegetativ6 cover shall be as follows:
1. Yards and lawns to be maintained:
Kentucky Bluegrass 20 lbs./acre
Creeping Red Fescue 20 lbs./acre
Perennial Rye Grass 5 lbs./acre
2. Detention Pond, Drainageways:
Reed Canarygrass 20 lbs./acre (80%)
Red Top 5 lbs./acre (20%)
3. Steep slopes not able to be mowed regularly:
Creeping Red Fescue 20 lbs./acre
Red.Top' 2 lbs./acre
Crown Vetch 15 lbs./acre
o 27
,SUN 3 4
South Windsor
OUILDING DEPARTMENT
FO THE BUILDING DEPT. TOWN OF SOUTH WINDSU�
This certified that tills plan and specifications are tru
copies of the proposed building or alterations to b
,rected at
together with amertdmP s toted in application :•
filed with plan and 1 agree to comply with all 2onin
?uilding and state laws and such Orders as whaler"
issued by the Building Department durin6 p
f this a 'cation and final issuance of a build"•
permit r 1 -
Signed IAV'1cL!/`I
rhis plan is approved subject to the eonditio tha
,rders and ordinances regulating building shall be
complied with.
Conditionally Approved These filed with
Building Inspector Curls
yL
Oath IK
CERTWiCATION OF ZONING COMPLIANCE
Proposed building(s), use(s) and/or structures;
s shown on this plan appear(s) to be i
)nformance with current South Wild.
sulations. Variances and special exceptioi:
,ay apply.
.)ate
o i -nforc ant Officer
a v
i
NIF 290
98 1296 1294 HATCH 292
�\ 228.00' \\ IP 29
Mechanical.
Elev. 294f �� TO
t outlet � \ �,\ 81.5 � 1
-- 292
F50 RY \ oA C.L.6 P.
• W EASEMENT
A.
3
LOT / �OJ' 2
►� N o A = 4ti4., 03.66 SF ors rn 294
_ N fib. c�' � � N M
F' NI
24 pcck ,e
�� a FGF FOR.
TCH ry300.6 FFF
302 26.67' 302.9 �, [..� . �. �;,.,. 296
23 mIF o'
04�� c r , ;.. a RN V5(A 0 — 29 8
'•ice '� ' �'�:�. : �;• y' •, � \ , .•
30
205.
14.
302 iP
^ +� fXJST. SAN/7ARY SEWER FL 296.55+
AVERY S TREET
oa iCN PLM NMUV IW
ALL ACTIVITIES WILL BE IN ACCORDANE WII11
SECTION AND PAGE REFERENCES,
"CT GUIDELINES OF SOIL EROSION AND SL'DIMENT CONTROL"
of the
CONNECTICUT COUCIL of SOIL and WATER CONSERVATION January 1985
1. Individual responsible for Erosion and Sediment Control.
t1irio 1Ltir_qiL :'lion: 27" .:!971 (home) 643-4949
2. Gravel clhtrance/exit pad will be'installed at driveways. , t
3. All storm water discharge areas to be protectec] by fabric filters.
(SEE DETAIL AND PLAN FOR LOCATION)
4. Stabilization of disturbed areas will be accomplished within 30 days t
of disturbance in the following manner: `
` A. Temporary vegetative cover, if needed, shall be as follays:
annual rye grass shall be applied at the rate of 40 lbs./acre
between 3/1 and •10/1. (['rom 10/1 - 3/1, stabilization will be
accomplished by application of mulch at the rate of 2 tons/acre.)
B. Permanent vegetative cover shall be as follows:
1. Yards and lawns to be maintained:
Kentucky Bluegrass 20 lbs./acre
Creeping Red Fescue 20 lbs./acre
Perennial Rye Grass 5 lbs./acre
2. Detention Pond, Drainageways:
Reed Canarygrass 20 lbs./acre (80%)
Red Top 5 lbs./acre (20%)
3. Steep slopes not able to be mowed regularly:
Creeping Red Fescue 20 lbs./acre
Red,Top ta 2 lbs./acre
Crown Vetch 15 lbs./acre
APR 19 1993
South Windsor
BUILDING DEPARTMENT
TO lit MUM DGM. TOWit Vf SIMA WINDSO
Title ter"d Mal Ihls if" aM NsawtaaMat4 ata{a,
"Was of IM P""" "mint ot altste 1N 4a j
~H at
A£ 0- fwFk' �� ""�' CEKI'IFICATION OF ZONING COMPLIANCE
igMhe► whh al"aramo.1% stater in aw"tlWt NIa filed with pion and I agree to comply with sit tottlt . ProM bullding(S)r use(S) and/or.structure(s)
ltuMding and state laws and such orders as shall lot Proposed
1.'"d by the Building Department during pando%V* as shown on this plan appear(s) to be ih
fit this appficatkm and final Issuance of a bnlldi tit ` (. k (6
permit. f conformnce with current South Windsor
Sign Z , � , _ J regulations. Variances and special axceptkna
Thls Pbn b pproved subject t tha condition that n�sy apply..
o rdara and ordlnancea ragulattng 0ullding shell W �//
complied with. Date �� --------
Mpj»amt o>� Zoning Enforcement Offim
�)
NIF 290
98 1296 1294 HATCH 292
1p S 9°39'-08 W
\ 228.00' 2!
Mwlian iCal
Elev. 294f �� T 0
t outlet —
\ 292
50 RRY - \ oA C.L.6 P.
• 4i EASEMENT
A.
LOT
_ ►�1N o � A = 44,`603.66 SF 61 M 294
A
CH
FGF N300,e FFF Z l Avil XVIQ r.J
302 28.67' 302.9 1, ,..a;,.•:4.,• ,rt.. 1/ .�,. 296
O
04�' � N 1ryA ' 0 `� 298
Ile
UP r-a 205. �� 14.
r 3c
"E 304 302 j • iP
r. .+ , •,•tr,•
� i%&iir, .Sm TARP sEWER FL 29(o.55+
• AVERY 5,TREE,T
t
` ODNSEnV=CN PLAN N1RRATIVE
ALL ACTIVITIES WILL BE IN ACCORDANE WIT)i
SECTION AND PAGE REFERENCES,
"CT GUIDELINES OF SOIL EROSION AND SEDIMENT CONTROL"
of the
CONNEC'TICUT COUCIL of SOIL and WATER CONSERVATION January 1985
1. Individua-1 responsible for Erosion and Sediment Control:
1•L-�rio 27';},'971 (home) G43-4949 (work) .
2. Gravel entrance/exit pad will ba installed at driveways. , i
3. All storm water discharge areas to be protected by Fabric filters.
(SEE DETAIL AND PLAN FOR LOCATION)
4. Stabilization of• disturbed areas will be accomplished within 30 days I
of disturbance in the- following•manner: ;
A. Temporary vegetative cover, if needed, shall be as follows:
annual rye grass shall be applied at the rate of 40 lbs./acre
between 3/1 and •10/1. (From 10/1 - 3/1; stabilization will be
accomplished by application of mulch at the rate of 2 tons/acre.)
B. Permanent vegetative cover shall be as follows:
1. Yards and lawns .to be maintained:
Kentucky Bluegrass 2b lbs./acre
Creeping Red Fescue 20 lbs./acre
Perennial Rye Grass 5 lbs./acre
2._ Detention Pond, Drainageways:
Reed Canarygrass 20 lbs./acre (80%)
Red Zbp 5 lbs./acre (20%) ,
3. Steep slopes not able to be mowed regularly:
Creeping Red Fescue 20 lbs./acre ;
Red,ribp 2 lbs./acre j
Crown Vetch 15 lbs./acre
n II
MAR 1 i 1999
South Windsor
BUILDING DEPARTMENT
TO THE B !:D,'tG DEPT. TCA"i �f SlU1N V"Jtj",SO►
This Certified that this plan and specifieatlons are tru.
Copies of the proposed building or alterstiona to be
erected at
1060 street
together with amendments tated in application no
filed with plan and I agree to comply with all zoning.
Building and state laws and such orders as shall oe
Istuad by the Building Ctrpartrn--nt during pendency
of this application and final issuance of a building
permit.
/ , Signed
This plan b tip ved aublect tC the eonUifon thal
oedvrs and ord ancrs rugulaung bviW ing shall bf
CO-Plied with.
Conditwna Uy Approved These filed with
Building Inspetor
I, ClClerk
0 " note No. zs�Q
WEF11FI :ATION OF ZCN6:NU' GPI%!PLIA�- CE
Proposed building(s), use(s) and/or structure(s)
as shown on this plan appear(s) to be in
conformance with current S��,jth id it
regulations. Variances and special exceptions
may apply.
Date _ 34 93
1T--
i g ment Officer
GGAVEL ENTRANCE/Er FAG
s rrEE T
•..r„V.1 ,.I co'll,.clt.. of , s..i..tic flit@, .. .
INfW'7LR
M, post, .,J 1 ,.Ir IN If; M �
tr re[a, ut I.11 to" .I Iaet lty to
pot
r►11 po. I.r .J� ��
•.r11uUu , `r•c a\ a . � Silt 'Y
ill iYllr ',Y 11( I!' eln 1\•� 1111•�,
,iiXlli • la 1 II Y[ •t:r
I Note: Silt fencing to be
installed down-
,^. rllUr r' ). atlas rtll.r harts t I.c.rill toox � I.G. c t. tl,. . ,. I,nrt•, tr.nr. „11 slope of Founda-
,
1.. 1.,.,k ..c,•,L. t.u. tion Excavation
and stock pile soil
C u,c .
r.•i�t.a.
t :IMI'ILIi�t iyM l,1.�
r la.w 11• � of TA/L
aetr" of lGyvSER vATr(yV PC.�n/
Dr.ln.ln..y
.V TS
I
NIF 290
298 296 (294 HATCH 292\ I
[l[Y1110
\ S 9'39'-0_8 I W 1
w \ 228.00' \ p 1' 290
' bc�tiria Drain Mechanical
3a_serkent Flxr L•'lev- 294t TO
i(
Fl 4" P.V.0 XL outlet � � �\ \ � _.
- 298t. .tk y, r µ \ �— 292
50 RY A C.L.B P. 0
. EASEMENT
LOT / �O 2
sP , T ►
N o A = 4�4.,i603.66 SF 294
CIA I NIF
Q3 IF � \ 24 w �
\ / NCGF 44.67 �r Z
�FORAN '" 2'
HATCH � S a
�
` �30C:, FFF z \
302 — � ze.67' 302.9 296
4 0
G — — 29 8
304� `� N �� L CONSTRUCTION ENTRANCE
to
�1300 Deference taken froo a reap entitled, "Plot & `lbpa3raphic Plan
iP Z05./ � � �� /4 2 Lot Subdivision Property of iaobert C. & carol u. hatch,
N ,39'-0 `E 304 302 1� Avery Street, South t7indsor; CT. Page ihyineering Inc.
q C G Project 85-021 Date 3-29-85 Drawn TILT Design JL'P Checker JEP
EXIST. SANITARY SEWER F L.2✓ra✓✓f ale 1" _ 4C t Sheet 1 of 1 revisions. 2-19-87."
A VER / S TREE ET � s • • SILT FENCE
�'61; , -F FOOTING DRAIN= e PVC. TO BE INSTALLED
CaiSr�ZVATION PLAN NAB A..
ALL ACTIVITIES WILL BE I:; I CCnRDANE WITH `,..
+ R.
SECTlt)N AND PAGE REFERS:CES,
"CT GUIDELINES OF SOIL EROSION AND SEDIMENT CONTROL"
of the n,
5. All non-structu`al erosion control measures such as mulching and v.
CONNDC'I'ICUI' COLICIL of SOIL and WATER COfdSERVATION January 1985 1 dust control shall be in accordance with chapter 7, "CT Guidelines".
6. A. Commencemen. of work shall start as soon as possible after ap7-rcval.
1. Individual responsible for Erosion and Sediment Cbntrot B. Install grazel entrance/exit pads.
C. Fill and grade area with approved material.
.2- -1971 acme) 643-41-14y (wo 'a�z ,: g pp
v etitr '` ": ,/ s D. Construct buildings in accordance with town planning regulations. `
2. Gravel entrance/exit pad will ne installed at driveways.
3. All storm water discharge areas to be protected ibv fabric filters. k` F. All excess earth to be removed from site. 9,�J
(SEE DETAIL AND PLAN FOR LOCATION) c. ;; 7. Site does not contain any designated Inland Wetland Soils.
4. Stabilization of disturbed areas will ire accomplished within 30 days ,
of disturbance in the following manner: 17, '.
A. Tem rary vegetative cover, if needed, shall be as follows: ' ' ( PROPERTY OF MAR/O B LUC/A BURG/O PHONF:278-2971 (H)
annual rye grass shall be applied at the rate of 40 lbs./acre s
between 3/1 and Wl. (From 10/1 - 3/1, stabilization will be s A , LOT 2 AVERY STREET SOUTH !N/NOSOR� CT
accomplished by application of mulch at the rate of 2 tons/acre. ) y .. .
canp
B. Permanent vegetative cover shall be as follows r,,r. z .
�s LUCEK ENGINEERING ASSOC. INC.
1. Yards and lawns to be maintained:
p } t te r` �' $ �`•.:.` j NO. REVISIONS DATE SCALE ry I DATE
20 lbs./acre `` x
Kentucky Bluegrass - ---- — —
20 lbs./acre ` / =40 3-2fi-88 w
Creeping Red Fescue ; ` ' -1 a FOOTING GRAIN { UTILITIES
5 lbs./acre eEf
tw''' ; CONSULTING ENGINEERS
Perennial Rye Grass >` 9
>�x F t « "'�.y � 490 9UCKLAND ROAD DRAWN /(�/(, CHECK[DE,{i{/, L,
Detention Pond, Drainageways: :. ! . �' . ` ' 1� , . ---
2. r SOU NN.
20 lbs./acre (80�) t..,t .• �' L'r ` - - -
Reed CanarYgrass �` " r• :. #' t t T 2031644 0550 O — r. PROJECTS v SHEET/Red
5 lbs. /acre (20%) lk jy • .„r `'*_= B-2 OF /
y •a: .`,r.- ` 3 ( � l�. I HEREBY CERTIFY THAT THIS AP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE
3. Steep slopes not able to be mowed regularly: �`' �;
20 lbs./acre 5 . '" aN '� ° b �_ STANDARDS OF A CLASS A - SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE
Creeping Red Fescue s �"
RIB � 2 1�,/acre � - �� ' t r,•, zx��. � �.: ''����,;, � y - ®�; FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT
l.
Crown Vetch
15 lbs./acre ' . _ " ASSOCIATION OF LAND SURVEYORS INC. FOR BUILDING PURPOSES ONLY
V Do
r— GRAVEL ENTRANCE EXIT PA C)
I.Ca- twt rill.. ....... I S rlr6"E T
fNf fV'0(.f
I / Stl MUI fne 1.Vlrt f71L tM c I I "lf/'wplj
♦et 11—� ft(Ir1It f {•f{' —�- riff � , *_1 n
lr tn(►, to nil hw(lwt rtnc lw, a R(
4w,lt 10• .tar.l le,f tM pll.
r►11{It Itr
It{r r161•1w,
r-MIA III/ , LMIt .fII 7�1r♦♦ ! + silt
al:.l'•.111t �w(lt 12' •In -'1 f,i.11ll T JOIN-
. .f►(h ill =M Note: Silt fencing to be
installed down-
rll{tr r /n.<n miff. r,eric /. t
t:C{nll tnt
slope of Founda-
tion Excavation
{At trtnch tt<trt ttl fe(!"
c"
and stock pile soil
a�'ernl
it.AIL llr �.,I?rta ,I- <'a 11_3y:-
tI:171•I0 y12. it l4ilj4i11�"
YJ of TA/[
man
T YR/!�C[ .VOI/,S E lQ•VS 7�'Tlc�ll
to c c a o! l4LtiSc R via TYGYV Pt�►N
Dr.In{t.f..r
.v rs
� I
NIF 290
29 6 �294 29 2
9a HATCH 11(VAT :A
ln\ ` lM Mt '1'.
I
\ \ ` S 9°3911 08" W \ Plain Via. I
228.00 290
Note: \ ` � �
Footing Drain Mechanical - /
�Basement Floor Elev. 294t � 5 TO
Fl 4" P.V.C. at outlet
298t. 292
50 R' Y — C.L. B P. Q��V 3
\ EASEMENT �- \ o
Q)
LOT l �Z rn N \� �\ LOT 2
0 1 p i STOCK I 294
_, \ ILE A = <4,603.66 SF O T� 4" Minimum -
300� R-3 NIF
NIF °p FORAN
HATCH \ \� �FGF 4 4.6 z h Z CT DOT 2" epv
N301 FFF
302 2 8.6 7' 302
2 00 40' "' FILTER FABRIC
5G d - 298
.1 FL 2 7.75t CONSTRUCTION ENTRANCF
30
/ ` /4 �300 Reference taken from a map entitled, "Plot & Topojraphic Plan
GRAVEL ENTI EXIT N 9° 9'-0 E 304 �02 2 Lot subdivision Property of Robert C. & Carol 14. Hatch,
Avery Street, South Windsor, CT. Page Engineering Inc.
Project 85-021 Date 3-29-85 Drawn N1LT Design JEP Checker JEP
EXIST. SANITARY SEWER F L 296.5 5± Scale 1" = 40' Sheet 1 of 1 Revisions 1-19-87."
AVERY ,S TREE 7- * SILT FENCE
F FOOTING DRAIN= 4" PVC.
OVATION PLAN NARRATIVE
ALL ACTIVITIES WILL BE IN ACCORDANE WIT11
SECTION AND PAGE REFERF.N(TS,
"CT GUIDELINES OF SOIL EROSION AND SEDINJENT CONTROL"
of the 5. All non-structural erosion control measures such as mulching and
CONNECTICUT COtJCIL of SOIL and WATER CONSERVATION January 1985 -- — dust control shall be in accordance with chapter 7, "CT Guidelines".
6. A. Commencement of work shall start as soon as possible after apprcval .
1. Individual responsible for Erosion and Sediment Control : B. Install gravel entrance/exit pads.
Mario I�ur�Jio ;11, ne: 27,,s-2971 (home) 643-4949 (work) . C. Fill and grade area with approved material .
i
2. Gravel entrance/exit pad will ae installed at driveways. D. Construct buildings in accordance with tcwTi planning regulations.
3. All storm water discharge areas to be prot.oxcted by fabric filters. F. All excess earth to be removed from site.
(SEE DETAIL AND PLAN FOR LOCATION) 7. Site does not contain any designated Inland 6Jetland Soils.
4. Stabilization of disturbed areas will be accomplished within 30 days i
of disturbance in the following maruier:
A. Temporary vegetative cover, if needed, shall be as follows: PROPERTY OF MARIO B LUC/A BURGIO PHONE:278-2971 (H)
annual rye grass shall be applied at the rate of 40 lbs./acre
between 3/1 and 10/1. (From 10/1 - 3/1, stabilization will be LOT 2 AVERY STREET SOUTH WINDSOR, CT
accomplished by application of mulch at the rate of 2 tons/acre. )
B. Permanent vegetative cover shall be as follows: L U C E K ENGINEERING ASSOC. INC.
1. Yards and lawns to be maintained:
Kentucky Bluegrass 20 lbs./acre NO. REVISIONS DATE SCALE /" =4O' DATE3_2E-88
Creeping Red Fescue 20 lbs./acre
Perennial Rye Grass 5 lbs./acre CONSULTING ENGINEERS FOOTING DRAIN 4- UTILITIES Z5-� Z
490 BUCKLAND ROAD DRAWN K K. CHECKEDE.W.L.
2. Detention Pond, Drainageways:
Reed Canarygrass 20 lbs./acre (80%) SOUTH WINDSOR, 6QNN. w
Red Top 5 lbs./acre (20%) 203-644-0550 PROJECT88^20 SHEETI OF
3. Steep slopes not able to be mowed regularly: I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE
Creeping Red Fescue 20 lbs./acre STANDARDS OF A CLASS A -2 SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE
Red,Top 2 lbs./acre FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT
Crown Vetch 15 lbs./acre ASSOCIATION OF LAND SURVEYORS INC. FOR BUILDING PURPOSES ONLY
iRe f• J Jf % F .�
GRAVEL ENTRANCE/ExfT PAD
syIhnic flit.. ....... 5r/T'EE7-
t. lot Potts .M 7. .r1. the S I
►..lam— ..Un 10
1 {'.{' Yin _— p •Ire ...IN
vewU, to r.tt r..<I. �4 0
rent ln, 1. !� .
.Pilo" lareld a" Post
pelt Z,'sw
c l e.•L, MGvl!
silt
IN
'�i Ott I7' .I. Lie ii.�� tw 11o.
Note: Silt fencing to be
I III.. r 1 Attack filter fabric ,, installed down-
/•►.I< 1.ctrul the
1• IN. ." tto lr.ncn .M of Fo
.w. t.1.M It U c.•i.ct Ih. Slope unda-
'" `""k ••°••'°•' t•� tion Excavation
c..qact. and stock pile soil
pcln�l
►�ctw .(
TYP/lo IilJu s E IdVS 77W1�TYU✓Y
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eferece taken from a map entitled, "Plot & `IbpoTraphic Plan
N °39�O `E 304 302 2 Lot Subdivision Property of Iaobert C. & Carrll 11. hatch,
Avery Street.- South 11indsor. CT. Page Engineering Inc.
EXIST. SANITARY SEWER
G Project 85-021 Date 3-29-85 Drawn t iLT Design ,TEP Checker TEP
F L 2 6.5✓-�
Scale .1" - f She
A VER Y S TREE T et 1 of 1 Revisions -19-ts7."
•�--•--- SILT FENCE
OONSUMTION PLAN NARRATIVE FOOTING DRAIN= e R V C.
ALL ACTIVITIES WILL BE IN ACCORDANE WITIi
SECTION AND PAGE REFERENCES,
"CT GUIDELINES OF SOIL EROSION AND SEDIME.'NT CONTROL"
of the
CONNEC-PICUT COUCIL of SOIL and WATER CONSERVATION January 1985 '` � � 5. All non-structural erosion control measures such as mulching and
dust control shall be in accordance with chapter 7, "CT Guidelines".
-� 6. A. Commencement of work shall start as soon as possible after apprcval.
?. Individual responsible for Erosion and Sediment Control:
B. Install gravel entrance/exit pads.
1 ')971 ;.cxie) 643-4949 (work) „ ',`'1 C. Fill and grade area with approved material. '
2. Gravel entrance/exit pad will oe installed at driveways. . PF
3. All storm water discharge areas to be � ,' D. Construct buildings in accordance with town planning regulations.
g protec-ted b fabric filters. gp
by Y° . . F. All excess earth to be removed from site.
(SEE DETAIL AND PLAN FOR LOCATION) �
4. Stabilization of disturbed areas will be accomplished within 30 days '`
y
7. Site does not contain an designated Inland Wetland Soils. ,•' '��'�
of disturbance in the following mariner:
A. Temporary vegetative cover, if needed, shall be as follaas: x " `
annual rye grass shall be applied at the rate of 40 lbs./acre '` PROPERTY OF MARIO B LUCIA BURGIO PHONE:278-297
between 3/1 and 10/1. (From 10/1 - 3/1, stabilization will be }^'
accomplished by application of mulch at the rate of 2 tons/acre.) LOT 2 AVERY STREET SOUTH WINDSOR
B. Permanent vegetative cover shall ne as follows: L U C E K ENGINEERING ASSOC.
1. Yards and lawns to be maintained: � INC.
`
Kentucky Bluegrass 20 lbs./acre a
Creeping Red Fescue 20 lbs./acre NO. REVISIONS DATE SCALE /" =4O' DATE3_2E W
Perennial Rye Grass 5 lbs./acre CONSULTING ENGINEERS FOGTING OkAIN UTILITIES ZS-� z
2. Detention Pond, DralnageWayS: 490 BUCKLAND ROAD I DRAWN /(,//( CHECKEDE
Reed Canarygrass 20 lbs./acre (HO$) SOUTH WINDSOR. CONN. - --
Red Top 5 lbs./acre (2 0%) 203-644-0550 w
3. Steep slopes not able to be mowed regularly:
PROJECT88_20 SHEET O
Creeping Red Fescue 20 lbs./acre I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE] X
Red.Top 2 lbs./acre STANDARDS OF A CLASS A -2 SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE
Crown Vetch 15 lbs./acre FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS", ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS INC. FOR BUILDING PURPOSES ONLY
1500180 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 05/29/2015
GIS ID:06301060 FEE: 90.00
MUNIS APPLICATION# 201500528 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: BURGIO MARIO&LUCIA M ADDRESS: 1060,AVERY STREET
ADDRESS: 1060 AVERY STREET' OWNER: BURGIO MARIO& LUCIA M
SOUTH WINDSOR,CT 060747 2 •1060,AVERY STREET
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: REPLACE OIL BOILER AND OIL WATER HEATER FOR A NEW GAS FIRED
BOILER AND 40 GALLON GAS WATER HEATER. ALSO 20 IN.GAS LINE
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
5/29/2015 1 1:16 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE