HomeMy WebLinkAbout216 MASKEL RD DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT3�q
APPROV D 1540 SULLIVAN AVENUE Bldg. Permit#
�� 644-2511 ext. 230
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE I Location of Job:
'7
$0-$1,000=$15.00 Street No. T Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT l�� L' �� T �- ��C-
APPLICANT ADDRESS 70 /yJ PC /V&2 f—�<
APPLICANT PHONE# _ 2-
0 N Se:q OWNER Ae!22a t2 4-.ej T,troel /2
OWNER ADDRESS
OWNER PHONE
O _
C ESTIMATED COST$ /7y `� O
IS THIS A CONTRACT COST? /_`Yes _No
FEE ENCLOSED$
TYPE B:
�SpR,CpN
• Installation
_Alteration/Addition/Repair
kcvisol4'UI ?007
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
ZECATfNG 6R�ESIDENTIAL
O COMMERCIAL
❑ VENTILATION ❑ INDUSTRIAL
HEATING
Cl STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
O HYDRONIC +F ARM AIR ❑ UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION ' TOTAL RADIATION_
DESIGN TEMP. OUTSIDE O OF INSIDE 7°F DIFFERENCE Z5°F
TOTAL HEAT LOSS(BTUH)X/�,O&OF(HEAT LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE& MODEL NO.)
GROSS HEATING CAPACITY(INPUT-BTUH)/f!!!- 4-4"NET RATING(OUTPUT-BTUH)
TYPE OF FUEL
O OIL--GPM OIL TANK LOCATION :O INSIDE❑ OUTSIDE CAPACITY
❑ GAS-INPUT L LPG TANK CAPACITY ELECTRIC-KW
AIR CONDITIONING
DESIGN TEMP.OUTSIDE J�°F INSIDE _769 OF DIFFERENCE 7 5`°F
TOTAL HEAT GAIN(BTUH) y�"w(HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL CQP1,ING EQUIPME T(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 TU
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
51
CONTRACTORS LICENSE NO. STATE
SIGNATURE OF APPLICANT T E ATE Q r ���
Lot #9 Maskel Rd.
HVAC Load Calculations
for
Mannarino Blds.
Chapel Rd
South Windsor
E6 %ftm it
RHVACRESIDEN"AAL
HVAC LOADS
Prepared By:
Stephen Smith
Advanced Htg. &AC Inc.
Tuesday, September 16,2008
s '
Rhvac-Residential&Light ComnorcW HVAC toads Elko Software Development,Inc.
Advanced Htg&A/C Lot#9 Maskel Rd.
South Windsor,CT 06074 Page 35�
j System 1 Room Load Summary
g Htg Run Run Clg Clg Clg Zone Clg Air'
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No _Name_ SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
-Zone 1-
1 Family 450 16,120 209 3-6 471 6,100 1,404 277 1.35 375 277
2 Kitchen 161 1,635 21 1-4 272 521 92 24 1.00 24 24
3 Dining/Living 360 10,482 136 2-5 638 3,824 864 174 1.00 174 174
4 Foyer/lav 340 4,793 62 1-5 472 1,415 336 64 1.00 64 64
5 Office 132 3,850 50 1-4 640 1,227 305 56 1.00 56 56
6 Laundry 96 2,895 38 1-4 467 895 214 41 1.00 41 41
Zone 1 subtotal 1,539 39,775 517 13,982 3,215 636 733 636
---Zone 2--
7 Master Suite 646 8,337 108 2-6 512 4,423 559 201 1.00 201 201
8 Upper Foyer 144 3,799 49 1-5 463 1,389 366 63 1.00 63 63
9 Walk In Closet 132 2,976 39 1-4 444 851 0 39 1.00 39 39
10 Bed 1 252 3,283 43 1-5 483 1,449 254 66 1.20 79 66
11 Lav 144 1,130 15 1-4 305 585 61 27 1.00 27 27
12 Bed 2 216 4,216 55 1-5 602 1,804 305 82 1.18 97 82
13 Bed 3 216 4,216 55 1-5 562 1,684 305 77 1.00 77 77
14 Bonus Room 720 13,028 169 3-6 469 6,068 570 276 1.00 276 276
Zone 2 subtotal 2,470 40,985 533 18,253 2,420 830 858 830
System 1 total 4,009 80,760 1,050 32,235 5,635 1,466 1,591 1,466
System 1 Main Trunk Size: 16x17 in.
Velocity: 830 ft./min
Loss per 100 ft.: 0.073 in.wg
cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 3.16 85% / 15% 32,235 5,635 37,870
Recommended: 3.58 75% /25% 32,235 10,745 42,980
lquipment Data AL
Heating System Cooling System
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
C:\Documents and Settings\Steve Smith\Desktop\Completed Projects\Ray HafFEudaday, September 16, 2008, 10:48 AM
SITE COMPLIANCE CHECKLIST RECEIVED
TOWN OF SOUTH WINDSOR,CONNECTICUT
***** FOR C OF O*****
ADDRESS o?Ilo 177a•S�ClL.t � gp�HWINflSORP��iNGDEPT.
LOT/UNIT# Reviewed by � (Engineering)
CONTACT/DEV hf�2i V1 h/) Date Reviewed LJ a of /Denied
PH# Reviewed by_ V2 (Planning) /o(�
Date Submitted ��" U Date Reviewed J /0c; " horoved d
Date Reviewed Approved/Denied (Health)
As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading
plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved Denied N/A
1. Approved building permit plan
2. Finish grading per approved
building permit plan
3. Site work; i.e.trees, shrubs,
dumpsters, required parking
4. Utility location;
a. sanitary sewer/septic systems
b. foundation drain
�L C. electrical &telephone
' d. water
e. other(,-,,
✓ 5. Sewer connection charge paid
6. Appropriate certification
7. Bonding
---�— 8. Planning &Zoning/
Inland Wetlands Considerations
a. Lighting
b. Signage
Freestanding Wall
C. Fee in lieu of Open Space
COMMENTS:
4
Lk
E W
s/engin ng/molloy/sibs compliance dxgft
V16- �� � �
ii Page 1 of 1
Rose, Michael
From: rob@mannarinobuilders.com
Sent: Tuesday,July 22, 2008 2:42 PM
To: Rose, Michael
Subject: fw: 7885 beam specs
Attachments: 7885A.pdf
Mike,
I have attached the Ivl s r
pets for�lot# 9 at the Dzen farm.There was an error on the 10'-6" measurement.Thank
you for reviewing.Any questions please contact me.
Rob M.
From:Yngdsns@aol.com
Sent:Tuesday,July 22, 2008 1:28 PM
To: rob@mannarinobuilders.com
Subject: 7885 beam specs
Get fantasy football with free live scoring. Sign up for FanHouse Fantasy Football today
7/24/2008
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BASEMENT BEAM
by Wo"rh-use, 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam0 LVL
TJ-Beam®6.30 Serial Number.
User 2 7/2=008 11:12:12 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Pagel Engine Version:8.30.14
CONTROLS FOR THE APPLICATION AND LOADS LISTED
T
b 13.4"
ProducA4a r Is al.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width:10'2"
Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dea
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detai then
Width Length Live/Dead/Uplift/Total
1 Pocket in masonry wall 3.50" 1.50" 2711/905/0/3616 L4 0
2 Steel column 3.50" 1.50" 2711/905/0/3616 L5 e
-See iLeveM Specifier'sBuilder's Guide for detail(s):L4,L5
DESIGN CONTROLS: n O O
Maximum Design Control Result LY i
Shear(Ibs) 3526 -3029 9476 Pass /a an 1 u Flo Ing
Moment(Ft-Lbs) 11459 11459 17662 Pass o pan 1 and (. 1,4 ding
Live Load Defl(in) 0.388 0.433 Pass 4 pan 1 er oading
Total Load Defl(in) 0.517 0.650 R 02) ID Sp er oor loading
-Deflection Criteria:STANDARD(LL:L/360,TL:L/24 tV/
-Bracing(Lu):All compression edges(to o us at 13'4 / detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve m er stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis a nted is t from ftware d vel 'Level®. iLevel@ warrants the sizing of its products by this software will
be accomplished in accord c with iLevelO d ign c't an a accepted design values. The specific product application,input design
loads,and stated dimensio ave provided y e so erxCT is output has not been reviewed by an iLevel@ Associate.
-Not all products are r a Check with your su el®technical representative for product availability.
-THIS ANALYSIS F DUCTS ONLY! UBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stres ign me I s used fo a BOCA analyzing the iLeveM Distribution product listed above.
-Note:See 1 'fier'sB i uide for a nnection.
O
PROJECT INFORMATION: OPERATOR INFORMATION:
PLAN#7885 Robert Young
Young Designs
P.O.Box 99
Scotland,CT 06264
Phone 860423-8289
yngdsns@aol.com
Copyright ® 2007 by iLevel®, Federal Nay, MA.
Microllam® is a registered trademark of iLevel®.
BASEMENT BEAM
by W"yern"eu_ 3 PCs of 1 3/4"x 9 1/2" 1.9E Microllam® LVL
Ti-Beam 6.30 Serial Number:
User:2 'r200811:13:50AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version:6.30.14
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Ely
I'
2❑
8 fir 6" 3
Product Diagram onceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width:6'4" O
Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,12.0 Dead O
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail
Width Length Uve/Dead/UpliftiTotai
1 Pocket in masonry wall 3.50" 1.50" 1330/471/0/1801 L4 None
2 Steel column 3.50" 1.50" 1330/471/0/1801 L5 None
-See iLevel®Specifier's/Buikiers Guide for detail(s):L4,L5 O
DESIGN CONTROLS:
Maximum Design Control Result L tion
Shear(Ibs) 1744 -1430 9476 Pas (15% Span 1 under F(4or1��
Moment(Ft-Lbs) 4433 4433 17662 Pas p�q 1 under �� ,yll
Live Load Defl(in) 0.093 0.339 Passed + ID an 1 under ding
Total Load Defl(in) 0.127 0.508 Pas pan 1 Fkrp ing
-Deflection Criteria:STANDARD(LL I-1360JI-1/240). /� v
-Bracing(Lu):All compression edges(top and bottom) fed '6"o/ s i otherwise. Proper attachment and positioning
of lateral bracing is required to achieve member sta 'li
ADDITIONAL NOTES:
-IMPORTANTI The analysis present output f ftwa Velo i iLevel®warrants the sizing of its products by this software
will be accomplished in accordance wi evel® sign cri c accepted design values. The specific product application,input
design bads,and stated dime ions ha n pro y the s a This output has not been reviewed by an iLevel®Associate.
-Not all products are readily able. Ch h u suppli or i hnical representative for product availability.
-THIS ANALYSIS FOR iL v PR DUCTS PRO S TITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design m was used for Bui CA analyzing the iLevel®Distribution product listed above.
-Note:See iLevel® u' ers Guide for mul ction.
O
PROJECT INFORMATION: OPERATOR INFORMATION:
PLAN#7885 Robert Young
Young Designs
P.O.Box 99
Scotland,CT 06264
Phone 860-423-8289
yngdsns@aol.com
Copyright®2007 by iLevel%, Federal May, NA.
Hicrollamb is a registered trademark of iLevelt.
BASEMENT BEAM
ny Weye��nwxr 2 PCs of 1 3/4"x 9 1/2" 1.9E Microllam@ LVL
TJ Beam 6.30 serial Number:
User:2 7/22/200811:14:37AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version:6.30.14
CONTROLS FOR THE APPLICATION AND LOADS LISTED
12,r
Product Diagram onceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width:7'3" O
Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead O
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Detail
Width Length LivelDead/Uplif/Total
1 Pocket in masonry wall 3.50" 1.50" 1764/585/0/2349 L4 None
2 Steel column 3.50" 1.50" 1764/585/0/2349 L5 None
-See!Level®Specifier'sBuildel's Guide for detail(s):L4,L5 O
DESIGN CONTROLS.
Maximum Design Control Result Lo on
Shear(Ibs) 2285 -1931 6318 Pass (31% pan 1 under FI r I
Moment(Ft-Lbs) 6760 6760 11775 Pass al�ilnder F
Live Load Dell(in) 0.288 0.394 Passed ) ID n 1 under F to ing
Total Load Defl(in) 0.383 0.592 Pas an 1 bo� ding
-Deflection Criteria:STANDARD(LL:L1360,TL:U240).
-Bracing(Lu):All compression edges(top and bottom) fed '2"o/ s led otherwise. Proper attachment and positioning
of lateral bracing is required to achieve member sta 'li
ADDITIONAL NOTES:
-IMPORTANTI The analysis present output fr flwa evelo i bvk iLeve[O warrants the sizing of its products by this software
will be accomplished in accordance w! evelO pr sign cri accepted design values. The specific product application,input
design loads,and stated dim ions ha n pro the s a This output has not been reviewed by an iLevelO Associate.
-Not all products are readily able. Ch h u suppli or i hnical representative for product availability.
-THIS ANALYSIS FOR iL v PR DUCTS PR S TITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design m was used for Bui CA analyzing the iLevelO Distribution product listed above.
-Note:See iLevel® u' ers Guide for mul lion.
O
PROJECT INFORMATION: OPERATOR INFORMATION:
PLAN#7885 Robert Young
Young Designs
P.O.Box 99
Scotland,CT 06264
Phone 860-423-8289
yngdsns@aol.com
Copyright®2007 by iLevell), Federal Nay, WA.
Hicrollam9 is a registered trademark of iLevel®.
��/a7�Y
$���f
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
Application is hereby:
TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#
]Li��� 644-2511 ext. 230oyo
Da a Building Inspectbr
Application must be printed or typed
Location of Job:
FEE SCHEDULE
$0-$1,000=$15.00 FTenant
Street Lot No.
Over$1,000=
$15.00 per$1,000 or any fraction thereof gnation Apt.No.
APPLICANT 2,)I"�z tl---L S/t G -
APPLICANT ADDRESS S+ S-7—
S'o cJT`/ C 061 `-)q
APPLICANT PHONE# 26 O — 6 N - 3 6 7 6/
O W N S z4 OWNER -Al D /?/- 15::
OWNER ADDRESS
OWNER PHONE a
C ESTIMATED COST$ "00
IS THIS A CONTRACT COST? >/Yes _No
FEE ENCLOSED$ ,Fe
r1V�S 0��� TYPE OF JOB: \w4
OR'C VNew Installation
Alteration/Addition/Repair
Revised 4/0I//2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
IiRESIDENTIAL BUILDING PERMFF APPLICATION? WYES 0 NO
❑BUSINESS CURRENT USE AND OCCUPANCY
U ASSEMBLY LL!!
❑MERCANTILE 0 EDUCATIONAL FU 111RE USE AND OCCUPANCY Si�✓�L�� ����G /�M y
U INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑STORAGE
❑GARAGE ADDRESS
U MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD 11, 1.1-9
SIZE OF SERVICE ,�Z00 SIZE OF MAIN CONDUCTORS �4 C-0
NUMBER OF METERS ( NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES W90—
NUMBER OF LIGHT CIRCUITS _NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES ,1-5' NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES 2 D NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS_Z
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
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.
- / /D 3 7/d' 2�- ` / C 7-
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE '6 O CS
occWED
t%b—.
SITE COMPLIANCE CHECKLIST �JUL 2 4 2008
TOWN OF SOUTH WINDSOR,CONNECTICUT
*****BUILDING PERMIT
aniWNSORPLAUGDEPT-
ADDRES _LOTUNIT Q1 ` Reviewed ,3
�' (Engineering)
CONTACT/DEV
Date Reviewed permed
PHA
Reviewed by tp,
Date Submitted
Date Reviewed � 4- Denled
In accordance with the Zoning and/or Subdivision �.
Plot Plan shalt be submitted fora Regu requitiOnS,rements me is shall building of any strudure on a lot,a Topographic
approval. The minimum requirernents shall include:
Approved Denied N/A
1. Name,address&Phone nunber of
ower/applicant
�. 2. address&phone number of plan
preparer
3. Zonng Infomwtion—Le.zone,open space,
r*OdwaY,street address
✓ 4. Plot Plan at 1'a 40'sca(e
f a. Subdvfsion referwxec ab�ft9 Properties,ebc
b. Easements of reoad
—� C. Lot d=wbo%bea�buidnng ,
area,etc.
d. Contour.,odstkng&proposed,!Or 2f L ktwM
n f where appropriate
e. Buikfing location with di nnerwm gevations of
proposed ft sh floor,garage floor¢erSne
of road at driveway
f. Elevations Of gravity drainage system,sanitary
&foundation drain at the house and the street
g. Tentative utility location(gas,water,dedrt,,
septic systeny etc-
h. Title aodc with n me&address of preparer,
date,awr'opriate certification,Eye seal&Rye
si9natxa axisistent with the Board of
atOn requirements.(P.E.&LS.)
S. Se&nwkaWn and erosion antrol
6. Special Planning&Zoning,Inland/Wetiands
considerations(Plans on file w/Town cleric)
COMMENTS:
sleng(neetingirnopay/buildng axnprianee cheddist
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230
1� • 6, rx� yUl
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
Lc� G 2 1 k N (A3�-/ R�9
$0-$1,000=$15.00 FTenant
Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT Q 0
APPLICANT ADDRESS
APPLICANT PHONE#
�0\0I N St OWNER
OWNER ADDRESS C
QS• o
�. OWNER PHONE 2So.-- --AU
C ESTIMATED COST$ R. 606 0
IS THIS A CONTRACT COST? ' Yes _No
�G a ICJ FEE ENCLOSED$ y
TYPE OF JOB:
�`�OR•C�� �w Installation ��
Alteration/Addition/Repair
Revised 4i01in002
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ 1 YES & 0"
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION Z `)��s,-� SIZE OF MAIN DRAIN
NO.OF TOILETS �STYLE � • b NO.URINALS STYLE
NO.OF BATHTUBS �_q NO.OF SHOWERS I NO.OF LAVATORIES
NO.OF CONDUCTORS l 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 ` J YES ❑NO
SIZE OF WINDOW 2 )( 2_ IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWS OR SEPTIC TANK
SIZE OF WATER MAIN \ SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE ��q MANUFACTURER
DESCRIPTION OF WORK
t
V
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND is T7—
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
2 (Y3-Stir
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT QL, , t� a,r R , _ DATE�/�`�/ ()
- - - - - - - - - - NOTES -
1. AREA OF LOT 9 = 30,026 SQ.FT. = 0.689 ACRES.
2. ZONE OF SUBJECT PARCEL IS "A-20" (FRONT PORTION) AND "A-30" (REAR POR770N).
MINIMUM YARD REQUIREMENTS:
FRONT = 50 FEET
Q SIDE = 15 FEET
W REAR = 50 FEET
O 4 J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN717LED -
i- OPEN SPACE "KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD
U SOUTH W/NDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE- 20, 2006 SCALE. 1 IN.=
TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR
-� --- 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIWL ENGINEERS WIINDSOR,
---
-------------------- CONNEC77CUT"
4. APPLICANT- MAP PREPARED BY'------
- - a MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
------_- ------- ----- .a r'r!AI C TDI l/'Tl/l A/ CA/T1:;`A Al r'D D A 11- -
� ----------- --------------------------------------- li i v J I I v v I I vi v L_.I v I I ri I v vL- I �� c%o ROBERT MANNARINO 200 PIGEON HILL ROAD
NOT TO SCALE 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484
-� MASKEL ROAD SOUTH W/NDSOR, CONNEC77CUT 06074 W7NDSOR, CONNEC77CUT 06095
----------------------------------------U`, TEL. # (860) 289-7055 TEL. # 860 688-7288
0 0 0 0o
- ---- 0`2-0`2-/0�
----------------'-- 00 0o Qoo poo c 5. ELEVATIONS ARE BASED ON NGVD29.
0 0_ a. a
S Ol 546 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCATION OF HOUSE, IF ERECTED AS SHOWN.
-- 5' " E °��ao���°
- ----- -------------------- o o o��/ 0
o�p 7. CONTRACTOR SHALL VERIFY LOCH AON AND ELEVATION OF EXISTING UTILITIES PRIOR TO ESTABLISHING FINAL
125 79'
0 0 0°00 0°00 oVo p GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
_______ --------- o c 0 oo° �o MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA7ION EXCAVATION. M/RAFI FABRIC
350--------- _ ---_---- --- �p�p SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF TIME.• • v i Y Y Y v /, , • °� O � y� O n/Ili/A//• /v/l 11-1//vT1/lAl /11- 1-1- /v"-� nA- A/l1 - [�A-/�[• 1/AV r 1//nrn nV T/t11AI [^TArI"'
'\ �'` /� '�� )- [ Ovj��w4:Y"' -% I o. uVl�uvv tJV/vJ/Rvl.nV/v, m/AMI FABRIC, Unr-lf% llnmJ /1LV/vU -D WiLCJ mnl BE Rr WU1fNcu Of lumv 5itirr.
__�._.l- 4-�-�'•'�` p0_q� q�O �,./O"fqp�V�O�O�c�'[fc--a"((99yJ]II i
-------------------- YChd!-'Y' 1
--------------------- - ---- - ---- ---- °0�0 WO o�0 oV0 olJ
--------------------- ----------------------------------------------------- ------------- PLAN 9. LEGEND -
- ---------- ---- --------------------r---- 4" MINIMUM CONN.
_ __ __ - �310__ EX/S11NG CONTOUR
-------------------{u340 __ -- DOT 2" STONE
----- ---- -----
-------------------------�- ---- ----------- ---- --- FILTER FABRIC
----------
--------------------
__________ ____________ x f0.0 EXISTING SPOT GRADE
_ --- ---------------------------------
------------------------------- O --------------------------------- O --------------------------- WIDTH= 10' MIN. �� PROPOSED CONTOUR
sa-dr-------- --; --�o N
--- --
-------------------------------rear �-=� --- ----------------------- -- -- � -r- --------------------------
-------------------------------- - ------ o� NOTES: SECTION 310.0 PROPOSED SPOT GRADE
- - -----_- ___ -__ 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE
--------------------------- GRADE TO DRAIN
--- ----------------- ------'----'-""---__ ��-- THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. �
----------------------------------- -- 326--------------- SURFACE WATER /S TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE
---------------------- _
____ _ _ ________________ 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE
326-------------------------------- ' 324 ` - ry PROPOSED WATER SERVICE
ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER
8 + 325.3 + 324.6 ----------------------- UNCESIRABLE MATERIAL
322 FD PROPOSED 6"0 F0077NG DRAIN LINE
324.E 3237 9 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE
--__ 324.3 ---324-1 320 _�(_ --11 THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR
- _ + - 3109.5 ADDITIONAL LENGTH AS CONDITIONS REQUIRE. G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET
+324.1 323.8 T
PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET
+ E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET
324.3 1 324.5 322.5
324'.3 - M/RAFI FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND
+ / 32 .0 318.7 EX/sT//Vc HOUSE SHALL REMAIN /N PLACE UN77L DIS77JRBED AREA IS STABILIZED
PROPOSED HOUSE 10. PROPOSED HOUSE -
EXISTING HOUSE N 36.0' ID FL= 316.6
21.7 "� SAN. FL= 315.3 ^ PROPOSED GARAGE FLOOR = 324.5
321.5, if I - ___ � PPOPOl TOP OF'I;OUMDA710,AI = 325.5
PROPOSED FINISHED FLOOR = 326.5
%323.9 "� I \- - 'm 2�4' APPROX/M/ATE BASEMENT FLOOR = 31 Z8
323.5 , -
----f- R=325.00' TOP OF FOUNDA77ON TO BE A MIN/MUM OF EIGHT(8) INCHES ABOVE THE FINAL EXTERIOR GRADE.
+ 322 S0;2-- 1 0 320.1 `--- L=14.78'� USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST OTHER FLOOR ELEVA7IONS
324.5 322 - 319 ,. D=0236 22
322 2y' ___r___ ---- - STONEBASED ON THE ARCHITECTURAL PLANS
i i In _-- I DRIVEW
322.2 322 -'"3Z0- }8;4AY ---318 11 REQUIRED PERMIIs AND APPROVALS HAVE BEEN AOBTAINED.
CTOR ALLND CONS7RUC710N OR BE RESPONSIBLE TO MFABR/CA710N SHALL AKE SURE THAT L
YD #4 (PRIVATE)i --- 320 i YD #3 (PRIVATE) BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND 7740ROUGHLY REVIEWED ALL PLANS AND 07HER
TF=318.8s l 319.6 I TF= 316.5 DOCUMENTS BY ALL OF THE PERM/T77NG AUTHORITIES.
-- - - - 318 7 - - I - 3j6.8 FD FL= 314.0
31 .4 _ _-316 10' WIDE C.L.& P. CO. EASEMENT,
10' WIDE YANKEE GAS SERWCES CO. EASEMENT
319.42 16. 1 AND 10' WIDE STREET TREE EASEMENT -
UNDERDRAIN 319.18 Up__ I ''
SEEDING SCHEDULE
U
CB #10
--- --------------31.8:40---Ce-#12 �jl 'p_, 15.74 31
MASlCEL ROAD TF=318.00 I _ TF=315.90 4.75 ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
SANITARY SEWER 8 SAN'hIH#7 4" MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL
- -W------- ---- _ s3 l WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
8"0 WATER MAIN' WV__---' ---_�
N 1\ 4' WIDE CONCRETE WALK PERMANENT VEGETATIVE COVER:
SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15
v OR AT OTHER TIMES, WEATHER PERMITTING
-- l
_ LAWN AREAS:
�- USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
' KENTUCKY BLUEGRASS 45%
INSTALL CONS7RUC770N ENTRANCE PAD 9 6�'S5 46 W -� CREEPING RED FESCUE 45%
PRIOR TO ANY CONSTRUCTION SANITARY SEWER LATERAL
(A MINIMUM OF 20 FEET LONG) PERENNIAL RYE 10%
FL= 305.1t APPLY 1-3 LBS./100./1000 S.F.
SANITARY SEWER LATERAL TEMPORARY VEGETATIVE COVER:
FROM HOUSE TO MAIN LINE SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15
91- 6"0 ® 11.290 (2.0%MINIMUM) OR AT OTHER TIMES, WEATHER PERMITTING
USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN
THIS SURVEY AND MAP HAS BEEN PREPARED /N ACCORDANCE WITH SECTIONS ENGINEER -
20-300b-1 THROUGH 2O-3G'Ob-20 OF THE REGULATIONS OF CONNECTICUT ANNUAL RYEGRASS 100%
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS /N THE APPLY 1 LB./1000 S.F.
STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.. IT IS A LIMI7ED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RE3URVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCAT70N SURVEY.
GRAPHIC SCALE '1��� Nly'`�sw `���i '1��'NN�.C.,�e�. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 ao O',�P��,O ••A�Fois,- ''e�e���o M��A�FoRTi�A= PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
Q•y;•�� :�; ; g % MANNARINO BUILDERS, INC.
•
( IN FEET ) It L.S. N0. 9344
i IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE NOL a = . ,; No. 93 4 CIVIL ENGINEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE 'sAo CCEEN"SE!•-",*�,@'��� <�'-�!cENs�°•'o�v.`•�' W1ND90R,CONNECTICIJT
• I , , q y , {CILKENNY HEIGHTSA"
.�.�oFss/ONAL ,�N,,,4� �•�i�;D S U R I�0$0,
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR ''•�•.....�s ' '� LOT 9 - • V4ILSON M.ALFORD,JR.,P.E.A L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 216 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JULY 22, 2008
D:M07072PP-9 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE
1z
- - - - - - - - - - - - - NOTES -
1. AREA OF LOT 9 = 30,026 SQ.FT. = 0.689 ACRES
2. ZONE OF SUBJECT PARCEL IS A-20" (FRONT PORRON) AND A-30" (REAR POR7TON).
MINIMUM YARD REQUIREMENTS.•
FRONT = 50 FEET
Q M SIDE = 15 FEET
w REAR = 50 FEET
LL-
O 4 J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED -
OPEN SPA CE KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNAR/NO BUILDERS, INC. 320 ABBE ROAD
w i �
o TO BE DEEDED TO THE TOWN OF SOUTH W/NDSOR SOUTH WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE DECEMBER 20, 2006 SCALE. 1 I
a 40 FT. REVISION DATE'S TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR,
CONNEC77CUT"
_ 4. APPLICANT: MAP PREPARED BY
-- - - --- _ o MANNAR/NO BUILDERS, INC. ALFORD ASSOCIATES, INC.
\ ,3 C� v _.----_-.---------------------------------- % ROBERT MANNAR/NO 200 PIGEON HILL ROAD
\ W 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484
- SOUTH W7NDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
-- - -- ----------- TEL. , (860) 289-7055 TEL. # (860) 688-7288
-- _ - 5. ELEVA 110NS ARE BASED ON NGW29.
S 01 5546" E 352.77 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF EXIS77NG FOUNDA770N, AS SHOWN.
125.79' Z EXIS77NG HOUSE -
GARAGE FLOOR ELEVA77ON = 324.21
FINISHED FLOOR ELEVA77ON = 326.17
- ~- BASEMENT FLOOR ELEVA77ON = 317.67
348.66
LEGEND -
.-------------------------------- --------------
It --------------------------- ---- - - - -
-` --""""----"--`� 50' R. a -�310__ EXIS77NG CONTOUR
-------- -- - O--------------- O d_
O - - -.-- -- - _ - o N x 3 0. EXISTING SPOT GRADE
c_ ___. .. N 'n --- - ----------------------------- - -- cO rn I
------------------------ - N-..
----------------------------- 1335.0 - 2 Wy WATER SERVICE
- - ---------+333.3-- ---- ------ Z ------- FD
-----------------
---------------� 670 FOOTING DRAIN LINE
+ .--------------------------- + -- -
------------------------------ -" 331.8 331.9 + 331.1
-- G GAS SERVICE
-- ---._-------....____.__- 330.0 +
- 328- 329.3 TV- PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET
-------- --------
- --------- 6 W SANITARY SEWER LATERAL
_ S
8 324.7 + 325.3 --+--------------------------------. GV
323.9
+322.6 GAS GATE
�
WV
324.0 + 9 WATER GATE
+
324.0
319.2 320.17 0 GM GAS METER
+324.0 6.2'x4.7' 1 0 EM ELECTRIC METER
323.21 HATCHWAY 323.6 ;
324.4
+ 0 23.1' o EXIST///G HOUSE
3 19.0'
N r`i 12.4
M �CH+ANEIM EXIS77NG HOUSE o M
M (11-10-08) ,N, GM
EXISTING HOUSE 21 7' M FD FL= 316.5t G 318.2
o SAN. FL= 316.5f
322.2 BIT. CONC.' 6.5'x6.9' STOOP EM 319.64
V DRIVEWAY OVERHANG b 1 19-5 2
T 12.3•
323.9 322.55 32 .8
35.5' 22.7' + I 23.4'
324.18 R=325.00'
50 rLl
320.5 323.� + }323.5 I 317.4 320.10 L=14.78' "
323.84 BRICK PAVER I BIT. CO D=02 36 22
322.2+ a, WAut DRIVEIN
C.
1_ -'` O
322.2+ ,32� o + 321.0+ �I 1n 317.2 + 318.4
YD #4.(PRIVATE) 320.7 I YD #3 (PRIVATE)
TF=318.77 �� N-_ 1 TF= 316.71
FD FL= 314.37
313.08087 I G 10' WIDE C.L.& P. CO. EASEMENT,
319.6 319.15 , 10' WIDE YANKEE GAS SERVCES CO. EASEMENT
315.8 AND 10' WIDE STREET 7REE EASEMENT
318.40 C8 #12 318.22 318.10 317.48 I CB #t0 15 74 31
MASKEL ROAD TF=318.00 I TF=315.90 Sq 4 75
"MH17
SANITARY SEWER -----31iS_---- Tr
8"4 WATER MAIN WV -
4' WIDE CONCRETE WALK
m
N 015546" W `\
99.61'
SANITARY SEWER LATERAL
FL= 305.1f
SANITARY SEWER LATERAL
FROM HOUSE TO MAIN LINE
91'- 6"0 ® 12.5f%
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b-1 THROUGH 2O-300b-20 OF THE REGULAT70NS OF CONNEC77CUT
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECT7CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON
OF LAYD SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
+298.46
GRAPHIC SCALE �o ♦♦♦''FnCONN,!�po, TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 o 40 80 ♦♦ee�pF� N ��ss ♦♦e��O�,,,,A F�+j�. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
♦ r, ALP" ✓s �♦Q•rro
•e'��P'�°� °� •''� °%� MANNARINC BUILDERS, INC.
L.S. NO. 9344
( IN FEET ) � ~' * '
`' ? = No. 9344 IMPROVEMENT LOCATION SURVEY CIVIL
THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. � 4 . WINDSOR
R CONY�EER�
6-2-09 ADD177ONAL AS-BUILT GRADES A p ,.r'��e� ••� </ Eo,• e eee� VYNDSOFt,CONNECTICIlf
APPROXIMATE AND ALL UTILITIES MAY NOT BE -��o�:�!CENSE,• \�`�eee .0�14�..CENS �o eee KILKENNY HEIGHTS •
�� FS LNG�♦e ��� D S 0 R N E ♦fie
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-11-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES •''�S'ONAL ►'' ''''•�.....�o�''' • WILSON M.ALFORD,JR.,P.E.&L.S.
'•s......oe�� LOT 9 -
SHALL CALL 1-800-922-4455 AND HAVE THE 216 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. DATE REVISION N T :ALID WITHOUT A LIVE S3NATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: JULY 22, 2008
D:M07072PP-9 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE
Y ;,.. JUN 182009
s South Windsor
�. BUILDING DEPARTMENT
TO THE SUILDIM KEPT, <TOWN OF 5QULH WINDSO P
This cq'tifted that this plan and specifications are true
copies of the propoead building or alterations to be
erected at
,�� • Street
together with amendments stated in application :ind
filed with plan and I agree to comply with all zoning,
Budding and state laws and such orders am so,h be
issued by the Building Department during pend:ncy
of this application and final iss ante of a building
RECEIVED permit. ,�V/[7✓j*-^.�
Signs
JUN LUUJ This pt I approved suble t to the conditlo hat
I
orders and ordinances regulating building shall be
complied with.
SOUTH WINDSOR Conditionally Approved These filed with
ENGINEERING DEPT.
Building Inspector Marv,
'>ste 140. - -
NO TES -
1. AREA OF LOT 9 = 30,026 SQ.FT. = 0,689 ACRES.
2. ZONE OF SUBJECT PARCEL IS "A-20" (FRONT POR710N) AND A-30" (REAR POR7I0N).
MINIMUM YARD REQUIREMENTS.•
FRONT= 50 FEET
Q SIDE = 15 FEET
3 W REAR = 50 FEET
OQ
3. BOUNDARY INFORMA710N TAKEN FROM PLANS EN777LE0 -
I- o OPEN SPACE "KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD
Lij "' SOU7N WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE DECEMBER 20, 2006 SCALE.• 1 IN.=
TO BE DEEDED TO THE TOWN OF SOU7H WJNDSOR
Z
\ '' 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS W INDSOR,
- - CONNEC77CUr
-- O W
-_----- ^ U O 4. APPLICANT: MAP PREPARED BY-
--------
__ __ MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
\ Q:-L----------------------------------------------------- % ROBERT MANNARINO 200 PIGEON HILL ROAD
W 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484
PC SOUTH W NDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
----- Zi ---------- ------------------------------------- TEL. / (860) 289-7055 TEL. 1 (860) 688-7288
tb _1----352.77
_______------------ - 5. ELEVA710NS ARE BASED ON NGVD29.
S 015546" E-� 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXISTING FOUNDA770N, AS SHOWN.
--------------- ------------------
125.79' 7. EXIS77NG HOUSE -
GARAGE FLOOR ELEVA77ON = 324.21
- - -- - FINISHED FLOOR ELEVA77ON = 326.17
348.66 BASEMENT FLOOR ELEVA77ON = 317.67
--------------------
- 1 8. LEGEND -
---------------------
-------------------
--- -------------66r---'
- 50 R.Y-"----____. -------------------- �---3f0---� EXISTING CONTOUR
---------------- L� ---
- --------------- -
- x 3l a o EXIS77NG SPOT GRADE
------- - ,-., u
------------------------------ --� p
------------------------------- �t - (o N --------------------------
p --- -------------- ---------------------- WATER SERWCE
0--- ------ - -_O p ---------- W »
----- `-y--- 6 >� F0077NG DRAIN LINE
+
- G GAS SERWCE
� -----------------------------------------330.0 Z ------=1-329.3
----------------------------------- ------------- 326---------------- -------------------------'-- E,T{� PROPOSED TELEPHONE SERWCE TO CONNECT TO EXIST. IN STREET
---------------- 610 SANITARY SEWER LA7ERAL
326 -- ------ - ---;o ------ -------- --- ---------- S
+ 324.7 1, (@ GV
-----------322 GAS GA7F
WV
-- 324.0 -324-- + 318.7
324.0 WA7FR GA 7E
320.17 o GM GAS METER
323.4 6.2'x4.7' o EM ELECTRIC METER
�Z� } + I HATCHWAY
324.4
+ / +323.0 0 23.1 0 co EY/S T/iyG 323.7 19.0, N N 12.4' o; 1,0(/S
co 2'x6' E
M CHIMNEY EXIS77NG HOUSE
I� (11-10-08) N
EXISTING HOUSE
21.7' to FD FL= 316.5E M GM t
o SAN. FL= 316.5E
324.14 �; 319.64 n
321.E, BIT. CONC. � 6.5'x6.9' STOOP 19 5, EM '
_1 ! DRIVEWAY OVERHANG o 27.4'
t 2.3' N 1 32 .8
323.9 322.55 1 1 23.4'
35.5' 22.7' +324.18 1
-- 50 R=325.00'
I
+ I 320.10 L=14.78'
323.84 BRICK PAVER I D=0236'22"
322.2.}., WALK i DR/VEW Y,
322.2 322 % \ N ------ 322------` 31 __ - 318
N 8.4--- ' o �? I YD #3 (PRIVATE)
YD �J4 (PRIVATE)! N
7F=318.80 --. 0_" TF= 316.77
-- - ---- - 1 - FD FL= 314.37
319 00 �._- I _316 10' WIDE C.L.k P. CO. EASEMENT,
18 87 \ 10' WIDE YANKEE GAS SERVICES CO. EASEMENT
9. 5
315 82 AND 10' WIDE STREET TREE EASEMENT
318.40 CB #12 -318.22 318.10 317.48 I CB #10 15.74 31
MASKEL ROAD TF=318.00 I TF=315.90 4�5
----__--SANITARY SEWER ---�, N'MH#�
----
8"4 WATER MAIN WV-_--- V ---
4' WIDE CONCRETE WALK
G
N 015546" W '........
99.61'
SANITARY SEWER LA7ERAL
FL= 305.1E
SANITARY SEWER LA7ERAL
FROM HOUSE TO MAIN LINE
91'- 6*0 0 12.5t%
7HIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE W17H SEC77ONS
20-300b-1 THROUGH 2O-300b-20 OF 7HE REGULA77ONS OF CONNEC77CUT
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 774E
STATE OF CONNEC77CUT" AS ENDORSED BY 774E CONNEC77CUT ASSOCIA77ON
OF LAND SURVEYORS, INC.. IT IS A LIM17ED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE �����m..���i�� �tit�inN�i„* TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 4o so �0• OF„�N�►C '•.� p��OF,.••-N�j?•� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
mill
,'�.g�P�vo�M. gLFoR IQ••.-dad% L`',''��p�yo�M ALFQ�o(y���` MANNARINO BUILDERS, INC.
L.S. N0. 9344
( IN FEET ) *;� s � ,, �`, � *� IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE a 344 , No.g.9344 �. CIVIL ENGINEERS
-• 0P--.</CENS�10•%Al�'o°'� �'•.. < - A 0 •
V11LD S U RI►►$0
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-11-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES ''•�•.....•.�'' '""•"'''• LOT 9 - WILSON M.ALFORD,JR.,P.E.&L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 216 MASKEL ROAD SOUTH WINDSOR, CONNECTICUTUTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = DATE: JULY 22, 2008
D:M07072PP-9 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABE
Electric# 6 EMLS1 1 LICATION FOR BUILDING PERMIT
Plumbing# 0 Date:
HVAC #
Sprinkler# Soillf Estimated Cost $
FINAL APPROVALS BUILDING pEpq�� E ; Permit Fee $_
Building PLETE RED 9W%AREASEn 'neerin Occupancy Fee $ / y -"
g TYPE OR PRINT ONLY Eng. Insp. Fee $
Appr. for CO.vit ON REVERSE SIDEpp -- -- - Total Fee $�,q�_w
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
*IC(p
The undersigned hereby applies to do work according to the following:
Applicant ► 3u11 ation of Work 00(,- Y L 1 Lot No. 'T
Applicant's Address 63 N-. - f Tel.# Q- at F S-7 cs S
Town W i A4 L) Sp ap C-T Zip 0do74 _Lic.# /O.L b
Owner 0%5, ASS tN9- Architect J�J
Owner's Address Architect's Address
Zip G 41 GN 06 6 Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit
City Water Well❑ Septic System❑ Self
Ins: HO SP Cert. Basement Garage
Approved b Date Use Grou onstruction Type
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 located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in wh�cq
Signed / !��tpi�building
and its Wyse is Ilow
T
I hereby apply for a Certificate of Occ��up��/y for the work des jibed ij�this a plication for the permit.
Y / ✓l Ci Lam ✓
Signed �f -- =� :�-ls p9r-
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS