HomeMy WebLinkAbout120 PHEASANT WAY DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
Application is hereby: TOWN OF SOUTH WINDSOR PERMIT#
BUILDING DEPARTMENT 7 abG 9S`
APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230 -7
Date l Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
1 ao P heasarv+- �
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT Seat
APPLICANT ADDSS v->o,gW0x I n )
T r-�
1O � � r4008 I- 1 1 lc)
APPLICANT PHONE# ffin') g r] - y0 SO
�0 N SFq OWNER wi lrteIn
OWNER ADDRESS h
QSMA, Wirdwr,
C.4) o OWNER PHONE Dv� -
O � Fr
C ESTIMATED COST$ ()cc,UCH
+� IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED$ 15.OU
TYPE OF JOB:
r�OSOR•C ON� ��- \7
.New Installation
Alteration/Addition/Repair
Revised 4/01//2002 �593
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? YES ❑NO
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INs.ALLATION/WIRING METHOD ura `a c Warm
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
j�yStal lc�ti r al r
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 ISUCH WORK.
IS
,
CONTRACTORS LICENSE NO. STATE
SIGNATURE OF APPLICANT - /l t DATE q 61110
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT
Z
ADDRESS ** BUILDING PERMIT***** W
LOT/UNIT# Reviewed by fS D (Engi
CONTACT/DEV_ C Cant L Date Reviewed a
PN# ��'� d-1 (o (rt Reviewed by ' �Plannlng)
Date Submitted Date Reviewed 6 )L Approv /Denied
In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic
Plot Plan shall be submitted for approval. The minimum requirements shall Include:
Approved Denied N/A
1. Name,address&phone number of
/ owner/appricant
2. Name,address&phone number of plan
preparer
3. Zoning Information—Le.zone,open space,
floodway,street address
—�� 4. Plot Plan at 1"=4V scale
a. Subdivslon reference,abutting properties,etc.
b. Easements of record
C. Lot desaipbon,bearings,building lines,
distances,area,etc.
/ d. Contours,existing&proposed,I Or 2ft.Interval
where appropriate
e. Building location with dimensions.Elevations of
proposed finish floor,garage floor¢erline
of road at driveway
f. Elevations of gravity drainage systems,sanitary
fJ� &foundation drain at the house and the street
{/ g. Tentative utility location(gas,water,eleddr,
system,etc.
h. Title block with name&address of preparer,
date,appropriate certification,live seal&rive
signature consistent with the Board of
Registration requirements.(P.E.&LS.)
S. Sedimentation and erosion control
6. Special Planning&Zoning,Inla etlands
considerations(Plans on w/Town Cleric)
COMMENTS:_ AA Se%45 o„V, too
s/engineering/molloy/building compliance checklist
TOWN OF SOUTH WINDSOR
AFFIDAVIT OF ACTUAL COSTS
PERMIT NO: Oq�- DATE A/t
The undersigned, being a duly authorized representative of,
do by this statement, certify that the actual costs shown below, of the project referenced by the Permit
Number shown above,are true and accurate.
This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31,
(a)thru(e), (see attached).
I understand that verification for accuracy of actual costs may be made at any time by the Building Official
through an appraisal of the work at the expense of the property owner.
I hereby certify that the actual c4st of the work performed under this permit is:
Signature of Permit Holder: ''
Name(Please Print) cj-Z r
Date:
.................................................................................
State of Connecticut]
] ss South Windsor Date:
County of Hartford]
Personally appeared , as aforesaid,
Signer and sealer of the foregoing instrument and acknowledged the same to be
his/her free act and deed, before me.
Notary Public
Commissioner of the Superior Court
My commission expires on
BUILDINGS AND BUILDING REGULATIONS 14-31
ARTICLE I. IN GENERAL cable utility shall be submitted to the building
official prior to the issuance of the demolition
Secs. 14-1-14-30. Reserved. permit.
(h) Signs. The permit fee for signs shall be
ARTICLE H. BUILDING CODE $15.00 per thousand, or fraction thereof, of the
estimated cost of the sign and its installation.
Sec. 14-31. Construction and alteration fees. (i) Engineering inspection fees.Where an engi-
(a) Generally. The building permit and trade neering inspection is necessary to establish com-
permit fees shall be $15.00 per thousand, or pliance with an approved site/plot plan for the
fraction thereof, of the cost of the construction. issuance of a certificate of occupancy according to
the zoning and subdivision regulations,an inspec-
(b) Certificate of occupancy. The certificate of tion fee of $35.00 shall be assessed when the
occupancy fee shall be $10.00. request for a site inspection is made.
(c) Cost of project. Building and trade permit (Code 1978, §§ 10-201, 10-203-10-205; Ord. No.
fees shall be based upon the cost of construction 127,11-9-90;Ord.No.139,§§10-201,10-203-10-
and the materials to be supplied in conjunction 205,10-10-96;Ord.No.156,§10-201,7-6-99;Ord.
with the project described in the permit. The No. 165,§§ 10-200-10-205,3-4-02; Ord.No. 166,
owner or contractor shall supply the building 6-17-02)
official with an estimate of the total job covered
under the permit. All trade permits shall have
individual costs and fees.
(d) Accepted value. The cost of materials and
labor of a project accepted by the building official
shall, in no case, he less than the guidelines
offered for Connecticut in the latest building
valuation data report published by BOCA[Build-
ing Officials Conference of America] Interna-
tional.
(e) Affidavit. An affidavit under oath under
penalties of false statement of actual final cost for
all new structures and major additions shall be
signed by the owner, agent or contractor for the
project prior to the issuance of a certificate of
occupancy; and the fee shall then be appropri-
ately adjusted. Affidavits for other construction
permit costs may be required by the building
official.
(f) Moving of buildings. The permit fee for
moving a building shall be $15.00 per thousand,
or fraction thereof, of the estimated cost of the
move.Any additional costs,such as traffic control
or newspaper advertising, shall be paid by the
applicant in addition to the permit fee.
(g) Demolition. The permit fee for the demoli-
tion of buildings shall be$15.00 per thousand,or
fraction thereof, of the estimated cost of the
demolition. Letters of disconnect from any appli-
Supp.No. 1 CD14:3
Electric# APPLICATION FOR BUILDING PERMIT
Plumbing# 120 Pheasant Way Date: 0
HVAC #
Sprinkler# 73 0 9 75
FINAL APPROVALS - - -- - _-- -- - - Estimated Cost
Building COMPLETE RED BOXED AREAS I Occupancy ncy Fee $ iC
Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $_ '
Affidavit for CO. w"�_ SIGN ON REVERSE SIDE Total Fee $ O�
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ y
The undersigned hereby applies to do work according to the following:
Applicant L U ria l L at' n of Work ZU Q A Lot No.
vigeyo
Applicant's Address t7 i Tel.#
Town L Zip 2 Lic.#
Owner J±rA Architect
Owner's A ress Archite is Address
GT Zip Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit _ 1m/ FLO
City WateX Well❑ Septic System❑ Sewer
Ins: HO SP Cert._ ea Basement 7- Garage b
Approved by Date tise Group Construction 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 th I or cifications of the Building for which this
permit is asked,and agree that this building is to ed,he p r t e all street lines,side yard lines,and required
distances from all other zones and is located in hi is it s ed.
Signed
I hereby apply for a Certificate of O u f t e w e i th ication for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230
1 , ;` 0-1
Date Building In or
Application must be printed or typed
FEE SCHEDULE Location of Job:
eA Wc�►�
$0-$1,000=$15.00 [iTe-finiant-Designation
Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Apt.No.
APPLICANT ��6 -v Cam
APPLICANT ADDRESS (3�
W
APPLICANT PHONE#
O W N S F,q OWNER
OWNER ADDRESS
v&os C
Oe OWNER PHONE
C ESTIMATED COST$ 3
a
IS THIS A CONTRACT COST? Yes No
—a00 —
,o FEE ENCLOSED$
sO O TYPE OF B:
R C ' 1
New Installation
Alteration/Addition/Repair
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF,,SYSTEM: TYPE OF UILDING:
VE TING RESIDENTIAL
@( ❑COMMERCIAL
((VENTILATION ❑INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
❑ HYDRONIC 6(WARM AIR ❑ 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 HEAT G EQUIPMENT(INCLUDING MAKE&MODEL NO.)
GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH)
TYPE OF FUEL
❑OIL—GPM OIL TANK LOCATION :❑ INSH)E❑ OUTSIDE CAPACITY
❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW yol
AIR CONDITIONING
DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
Se_Q_,
TONNAGE 4 _ COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
Ry ce rr
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY A"P�PLICATION)
FURTHER DESCRIPTION OF WORK Cfrj� S(`Of�C�� A�M'801 I-t'
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO TYPE ( STATE
SIGNATURE OF APPLICANT DATE
s I
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
A&B Cooling & Heating Corp. Job: 612/07
660 Nutmeg Road North,South Windsor,CT 06074 Phone:860-5284436 Fax 860-290-8406
Project • •
For. Cal Hulstein
Notes: 120 Pheasant Way S.Windsor,CT
Design • •
Weather. Hartford, Brainard Field,CT, US
Winter Design Conditions Summer Design Conditions
Outside db 0 OF Outside db 95 OF
Inside db 70 OF Inside db 75 OF
Design TD 70 OF Design TD 20 OF
Daily range M
Relative Humidity 50 %
Moisture difference 16 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 46763 Btuh Structure 43715 Btuh
Ventilation air 0 cfm Ventilation 0 Btuh
Ventilation air loss 0 Btuh Design temperature swing 3.0 OF
Design heat load 46763 Btuh Use mfg.data n
Rate/swing multiplier 1.00
Infiltration Total sens.equip. load 43715 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Best
Fireplaces 0 Internal gains 920 Btuh
Ventilation 0 Btuh
Heating Cooling Infiltration 1208 Btuh
Area(ft� 2309 2309 Total latent equip. load 2128 Btuh
Volume(ft3) 21801 21801
Air Changes/hour 0.5 0.3 Total equipment load 45842 Btuh
Equiv.AVF(cfm) 182 109
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade
Efficiency 0.00 COP Efficiency 0.0 EER
Heating input 0 Btuh Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Heating temp rise 0 OF Total cooling 0 Btuh
Actual heating fan 1500 cfm Actual cooling fan 1500 cfm
Heating air flow factor 0.032 cfm/Btuh Cooling air flow factor 0.034 cfm/Btuh
Space thermostat Load sensible heat ratio 95 %
Bow"Ik values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
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RIGHT-J SHORT FORM
Entire House
A&B Cooling & Heating Corp. Job: 612107
660 Nutmeg Road North,South Windsor,CT 06074 Phone:860-528J436 fax 860-290-8406
Project Information
For: Cal Hulstein
Design Information
Htg CIg Infiltration
Outside db(°F) 0 95 Method Simplified
Inside db(°F) 70 75 Construction quality Best
Design TD (°F) 70 20 Fireplaces 0
Daily range - M
Inside humidity 50
Moisture difference(gr/Ib) - 16
HEATING EQUIPMENT COOLING EQUIPMENT
Make Make
Trade Trade
Efficiency 0.00 COP Efficiency 0.0 EER
Heating input 0 Btuh Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Heating temperature rise 0 °F Total cooling 0 Btuh
Actual heating fan 1500 cfm Actual cooling fan 1500 cfm
Heating air flow factor 0.032 cfm/Btuh Cooling air flow factor 0.034 cfm/Btuh
Space thermostat Load sensible heat ratio 95 %
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
W) (Btuh) (Btuh) (cfm) (cfm)
Sunroom 192 11916 10551 382 362
Great 576 9573 12102 307 415
Kitchen 254 6096 7603 196 261
Bed 192 2965 1218 95 42
Bath 60 226 67 7 2
Master 252 5959 4200 191 144
M.Bath 80 1116 816 36 28
WIC 80 302 89 10 3
Laundry 128 1214 842 39 29
Office 272 4520 5213 145 179
Hall 113 426 126 14 4
Entry 110 2450 887 79 30
Boldest*values have been ieanualy ovwkwon
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
!!�+ Wrightsoft Right-Suite Residential-5.0.40 RSRWF123505 2007-Jun-22 15:42:11
C:Wy Documents%WaterFumace%Huistein.rsr Page 1
Entire House d 2309 46763 43715 1500 1500
Ventilation air 0 0
Equip. @ 1.00 RSM 43715
Latent cooling 2128
TOTALS 2309 46763 45842 1500 1500
Bold/l *values have been manua0y overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
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C:1My DocumentslWaterFumace%Hulstein.rsr Page 2
✓ RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
A&B Cooling & Heating Corp. Job: 612107
660 Nutmeg Road North,South Windsor,CT 06074 Phone:860-5284436 Fax 860-290-8406
Procedure A -Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.5 ach x 21801 fts x 0.0167 = 182 cfm
2. Winter infiltration load
1.1 x 182 cfm x 70 OF Winter TD = 14017 Btuh
3. Winter infiltration HTM
14017 Btuh / 580 ft2 Total window = 24.2 Btuh/ft'
and door area
Procedure B -Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.3 ach x 21801 ft3 x 0.0167 = 109 cfm
2. Summer infiltration load
1.1 x 109 cfm x 20 OF Summer TD = 2403 Btuh
3. Summer infiltration HTM
2403 Btuh / 580 W Total window = 4.1 Btuh/ft2
and door area
Procedure C-Latent Infiltration Gain
0.68 x 16 gr/lb moist.diff. x 109 cfm = 1208 Btuh
Procedure D -Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation bad
1.1 x 0 cfm vent. x 20 OF Summer TD = 0 Btuh
Sensible load for structure(Line 19) + 43715 Btuh
Sum of ventilation and structure loads = 43715 Btuh
Rating and temperature swing multiplier x 1.00
Equipment sizing load-sensible = 43715 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 0 cfm vent. x 16 grAb moist.diff. = 0 Btuh
Internal loads = 230 Btuh x 4 people + 920 Btuh
Infiltration load from Procedure C + 1208 Btuh
Equipment sizing load-latent = 2128 Btuh
'Construction Quality is: b No.of Fireplaces is: 0
Bo/d"Oft values Aar.Men manual►y ovorrldden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
�
�x. w t nghtSC) Right-Sucre Residential"'S.0.40 RSRWFI23505 20074un-22 15:42:11
Al.t.f� C:1My Documents%WaterFumace%Hulstein.rsr Page 1
7: ( RIGHT-J COMPONENT CONSTRUCTION REPORT
Entire House
A&B Cooling & Heating Corp. Job: 612107
660 Nutmeg Road North,South Windsor,CT 06074 Phone:860-528-4436 Fax:860-290-8406
Project • •
For: Cal Hulstein
Design Information
Htg Clg Infiltration
Outside db�OF) 0 95 Method Simplified
Inside db(° ) 70 75 Construction quality Best
Design TD(OF) 70 20 Fireplaces 0
Daily range - M
Inside humidity(%) - 50
Moisture difference(gNlb) - 16
CONSTRUCTION DESCRIPTIONS AREA RNAL AIR HTG HTM LOSS CLG HTM GAIN
(lt') (IF-71Btuh) (8tuhPF) (Bluh/n (Btuh) (BtuhlM (81uh)
WALLS
12H Wood Fr,R-19,1/2"Gypsum,R0.5 Sheathing 1384 17 83.1 4.2 5814 1.4 1960
WINDOWS
3D Wood Frame,Dbl Pane, Low E Glass 517 2.8 187 25 13065 42 21720
9J Frpoor,Wood Frame,Dbl Pane, Low E Glass 42 2.9 14.4 24 1005 64 2688
DOORS
11 C Metal,Polystyrene Core 21 2.1 9.9 33 691 11 233
CEILINGS
161 Under Unconditioned room,R-44 insulation 2309 43 53.1 1.6 3717 1.0 2337
FLOORS
19D Hardwood Floor+R-19 over basement 2309 19 120 1.8 4202 0.0 0
BoldghNc values have been manuaNy ovenldden
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ACCA\ C:1My DocumentslWaterFumacelHulstein.rsr Page 1
RIGHT-J BUILDING ANALYSIS REPORT
Entire House
A&B Cooling & Heating Corp. Job: 6/2/07
660 Nutmeg Road North,South Windsor,CT 06074 Phone:860-528-4436 Fax:860-290-8406
Project • •
For: Cal Hulstein
Design Information
Htg Clg Infiltration
Outside db ('F) 0 95 Method Simplified
Inside db('F) 70 75 Construction quality Best
Design TD (°F) 70 20 Fireplaces 0
Daily range - M
Inside humidity (%) - 50
Moisture difference (gr/lb) - 16
•
Nrs :xr.
Component Btuh/ftz Btuh % of load
Walls 4.2 5814 12.4
Windows 25.2 14070 30.1 - �
Doors 32.9 691 1.5 ^° -
Ceilings 1.6 3717 7.9
Floors 1.8 4202 9.0
Infiltration 24.2 14017 30.0
Ducts 4251 9.1
Total 46763 100.0
• • •
Component Btuh/ftz Btuh % of load VYk
Hrnal Gs�s
Walls 1.4 1960 4.5
Windows 43.7 24408 55.8
Doors 11.1 233 0.5 ad,
Ceilings 1.0 2337 5.3
Floors 0.0 0 0.0
Infiltration 4.1 2403 5.5
Ducts 3974 9.1
Internal gains 8400 19.2
Total 43715 100.0
Cooling at 95 % SHR = 3.8 ton Cooling air flow= 393 cfm/ton
Cooling at 70% SHR =5.2 ton Cooling at 400 cfm/ton= 3.8 ton
Overall U-Value =0.071 Btuh/ftz-'F
Data entries checked.
SokVitalk values hav been manually overridden
wnghtsoft Right-SuiteResdentiai^ 5.0.40RSRWF123505 2007-Jun-22 15 42 10
ACC*, C:1My Documents%WaterFumacelHulstein rsr Page 1
Oct: 8. 2007 10:61AM /90 No-3347 P. 1
JANUARY 8,2002 .TRUSSED VALLEY SET D A` 0V 0 2.2 07 ST-VALLEY3
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RESTS ON 24
DETAIL A
(GREATER THAN 3/12 PITCH)
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ATTACH BEVELED 2*4CONTINOUs (3/12 PITCH OR LESS)
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Job ReNnrtea a
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15-0-0
15-0-0
Plate OHaete :0-2-0 0-2 f 10-2-2 0.0.1 — — — -
1 OADING(psf) SPACING 2-" ! CSI DEFL In (loc) Well Ud PLATES ew
TCLL 30.0 Plates Increase 1.15 j TC 0.41 Vert(LL) -0.11 2-11 >999 240 MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.18 2-11 >999 180
BCLL 0.0 Rep Stress Ina NO WB 0.34 Horz(TL) 0.03 8 n/a rVa
BCDL 10.0 Code IRC2003/TP12002 (Matrix) Weight:921b
LUMBER 4)This truss has been designed for a 10.0 psf bottom chord live
TOP CHORD 2 X 4 SPF No.2 TOP CHORD load nonconcurrent with any other live bads.
BOT CHORD 2 X 4 SPF No.2 4-19 = -116M941 5-19 = -11OOM48 5)As requested,plates have not been designed to provide for
OTHERS 2 X 4 SPF Stud 5.20 = -1100/948 6-20 = -11641941 placement tolerances or rough handling and erection conditions.
LBR SCAB 10-16 2 X 10 SYP DSS one side 6-21 = A 1341854 7-21 = -1162/850 It is the responsibility of the fabricator to increase plate sizes to
BRACING 7-22 - -11471757 8-22 = -1220/752 account for these factors. N r�'riNU
TOP CHORD 8.8 = 0/33 6)This truss requires plate inspection per the Tooth Count
Structural wood sheathing directly applied or 4-11-3 cc pudins. BOT CHORD Method when this truss is chosen for quality assurance
BOT CHORD 2-10 524/1022 10-11 524/1022 inspection. ,� r
Rigid ceiling directly applied or 7-8-4 oc bracing. 11-12 = 52411022 12-13 524/1022 7)Gable studs spaced at 2-M oc. A4 •-✓t f•
13-14 = -524/1022 14-15 = 524/1022 8)•This truss has been designed for a live bad of 20.Opsf on the {�
REACTIONS (lb/size) 15-16 524/1022 8.16 = 524/1022 bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0
2 = 830/3-3-8 WEBS wide will fit between the bottom chord and any other members. yCt.
8 = 830/3-3-8 5-13 = -611r799 4-12 = -203/194 9)Provide mechanical connection(by others)of truss to bearing 7
Max Horz 3-11 = -170/194 6-14 = -203/194 plate capable of withstanding 294 lb uplift at joint 2 and 294 lb 1
j o 11GN�
2 = 72(LC 6) 7-15 = -170/194 uplift at joint 8. Q
Max Uplift 10)This truss is designed in accordance with the 2003 % '`� fQ• �CV `
2 = -294(LC 6) NOTES (11) International Residential Code sections R502.11.1 and Mt?J
8 = -294(LC 7) 1)Attached 10-"scab 10 to 16,back face(s)2 X 10 SYP DSS R802.10.2 and referenced standard ANSI/TPI 1. �'►y� '�+r ' Gh�S��`
FORCES (lb)-Maximum Compression/Maximum Tension 22)Unbalanced h 1 r roof live lloads3 nails 11)All Plates 20 Gauge Unless Noted
have been considered for this
TOP CHORD design. LOAD CASE(S)
1-2 = O/33 2-17 = -1220/752 3) Truss designed for wind bads in the plane of the truss only. Standard
3-17 = -1147r757 3-18 = -1162/850 For studs exposed to wind(normal to the face),see MiTek
4-18 = -1134/654 "Standard Gable End Detail"
RECEIVED
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT JAN 16 Iwo
***** FOR C OF O*****
ypUVl VVInDS
MIJ�O�TEANDS AGENCY
CONS ERVATIONCOI.I'AISSI
ADDRESS PhPa_< nTLl�t LOT/UNIT# Reviewed by_$b (Engineering) ,VJ�
CONTACT`/,D�E,V G/_}�&Q5p. eh or- A,1��/k) Date Reviewed I /4 ,* pro /Denied ` f�
PH# cZ&' ,- I IP �P- Reviewed by (Planning)
Date Submittedj' / 07 GI p /
Date Reviewed rov Denied
As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading
plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved Denied N/A
t� 1. Approved building permit plan
2. Finish grading per approved
/ building permit plan
✓ 3. Site work; i.e.trees,shrubs,
dumpsters,required parking
_ 4. Utility location;
a. sanitary sewer/septic systems
b. foundation drain
C. electrical&telephone
d. water
e. oNaer 6-Ill$
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 ofOpen Space
COMMENTS: N�L�Gt �S� �C� — P 7Dr C Yl G/'ner"",
API d
�Q Y1
s/engineering/molloy/site compliance checklist
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT
APPROV 1540 SULLIVAN AVENUE
644-2511 ext. 230 Bldg.Permit#
A
Da Building In or
Application must be printed or typed
FEE SCHEDULE Location of Job:
F
$0-$1,000=$15.00 Street Lot No.
Over$1,000=$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT
APPLICANT ADDRESS
660
APPLICANT PHONE# B "6
OW N St OWNER /
OWNER ADDRESS ✓M
�y OWNER PHONE
C ESTIMATED COST$ D dU�U
IS THIS A CONTRACT COST? _Yes .-'No
FEE ENCLOSED$
sO CO�� TYPE O7NB R ew Installation
Alteration/Addition/Repair
Revised 4/01//2002 ��
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
[B RESIDENTIAL BUILDING PERMIT APPLICATION? ®"YES ❑NO
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION /&�,Aetg< SIZE OF MAIN DRAIN
NO.OF TOILETS_�STYLE ' Q ��URINALS_6 STYLE
NO.OF BATHTUBS�_ NO.OF SHOWERS NO.OF LAVATORIES _3
NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE Z y
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND Z C`
ARE TOILET COMPARTMENTS VENTILATED TO OUTER BY A WINDOW VYES ❑NO
SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR t/
SIZE OF DUCTS SEWER OR SEPTIC TANK
r � I
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE MANUFACTURER/c v
V DESCRIPTION OF WORK
40A
-fD C41W ��kt� -5jre.,
J,
e ct- e vI
THE UNDERSIGNED HEREBY APPLIES FOR A
PERMIT TO PERFORM THE WORK 13ESCMUM7757977—
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
�l
t'0NTk,kCT0kS LICENSE O. TYPE TA
SIGNATURE OF APPLICANT DATE
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT
TOWN OF SOUTH WINDSOR 77
Applic is ere 1
BUILDING DEPARTMENT
APPROV 1540 SULLIVAN AVENUE
Bldg.Pe
644-2511 ext. 230 "7t#
E
Date Vding Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
F:Tena7nt
$0-$1,000=$15.00 Stre Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT
APPLICANT ADDRESS % 41
_.-
APPLICANT PHONE#
o W N s Fq OWNER (2 4-lil Al AlId L S r7—JEil/
OWNER ADDRESS
S D. tti� Z� o i& r,, 7�
a ,r OWNER PHONE Co �/— �j / •Z.
C ESTIMATED COST$ O�—o
IS THIS A CONTRACT COST? ��Yes _No
FEE ENCLOSED$
1� TYPE OF JOB:
�SO R-C O V/New Installation
_Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
El RESIDENTIAL BUILDING PERMIT APPLICATION? OYES ❑NO
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑EDUCATIONAL
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
0!/Z.6O l ag: A/*-i/ � rn� Lyt�'/�-
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.
C04TRACTORS LICENSE NO. TYPE STATE
1L.
SIG&JRE OF APPLICANT DATE Z D
N/F
ROBERT & KIM SELIG
S08.19'20"W n MA REF
NOR'!'N
03
294.36' C°
� W
cs, p
n
1�
\ M
rn
\ \` 25' EASEMENT IN FAVOR OF ROBERT
\ AND KIM SELIG FOR THE PURPOSE OF
INGRESS, EGRESS & UTILITIES \
\ VOLUME 1896, PAGE 225 EXISTING /
\ 351 \ GRAVEL
AREA_. —.
50' R.Y. T \ N/F
IRMA MANDEVILLE
=` LOT 45
7 613 41 S.F.
V \ . LOCATION
LOT 44 ,�
� Q� TOPSOIL
PILE PILE TO BE SPREAD � 1 .75 ACRES
m \` \ IN THE SPRING, �• \ Fyn, s �•
\ SEEDING TO BE PERFORMED 6,
1 IN THE SPRING AS WEATHER PERMITS HATCHWAY I\
STEPS
f
` CONNECj\pF wPY \ < EXISTING HOUSE INV.=348.6
110' R R\GN GE 8� GEOTHERMAL
LOCATION F F=`3.154,9
APPROX.R 4BELOW GRADE \
TW-3,D3.6 \
\ GF=31,53.0 �qq� / �•� � y� 3=�3
\ \ \\ BSMT=346.1 �`yF\o# / / \ \ y'��3, •�
Z h
CABLE
�ti \ CORC'RETE 9q TELEPHONE
PORCH �Ly,�O 3"7 5`� APPROX. LOCATION\ �� // �A \
FOUNDATION DRAIN
STMH
7=348.37
\ \ >\ ' ' 'r''�1 eft 348.3 INV.=344.87
APPROX. LOCATION / r / J�O�'• .�,�
ROOF RAINS / i / �$�� 349
��
40' F.Y.
6` SMH
TF=348.60
INV.=342.36
\ 1 20' WIDE STREET TREE EASEMENT -�'- - - -_ �50 MWV
1 IN FAVOR OF THE TOWN \ ��`��• I /� I� Q
OF SOUTH WINDSOR \ /
_ - _ - - _ _ ^ _ - VOL. 1896, PAGE 225 -DECT
` CL&P EASEMENT ` 5 00 R
CB
` VOL. 1081, PAGE 219 ` \ TELEPHONE BOX / TF=348.86
AND VOL. 1184, PAGE 107 \ LIGHT �/ � `' --�_..__ _— •.�-114_80 /
\ _-
201.73' � CATV
N08'47'45"E Ei
\ EXISTING LIGHT - ________APPROXIMATE LOCATION \--------------- a/ /
----------- ------------------ \ y
\ UNDERGROUND UTILITIES
\ RXIM A WA-MRL NE N
1 � A EXISTINGO
PHEASANT WAY '\ LEGEND
`\ \ 348.9 EXISTING ELEVATION
\ - — -350 — EXISTING CONTOUR
\ EXISTING PAVED DRIVE
PROPERTY LINE
20 10 0 20 40 60 ` \ O F FOOTING
DRAIN DISCHARGE
GRAPHIC SCALE 1"= 20'
\ o MON. FOUND
wm-il CATCH BASIN
EDGE OF ROAD
-- - EASEMENT IN FAVOR OF SELIG
` - - TREE EASEMENT
— — — — — — - EXISTING UNDERGROUND UTILITIES
EXISTING WATERLINE
'THE PARCEL IS LOCATED IN RESIDENTIAL ZONE A-30. EXISTING LIGHT
— — — — — — — EXISTING GAS LINE
THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN FIELD VERIFIED AS TO LOCATION, — — — EDGE OF LAWN
ELEVATION, AND COMPLETENESS.
- - - GRAVEL ENCROACHMENT
NOTES:
1. THIS MAP AND SURVEY HAVE BEEN PREPARED IN ACCORDANCE WITH THE
REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH
20-300b-20. THIS IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT IMPROVEMENT LOCATION SURVEY
RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHY CONFORMS
TO VERTICAL ACCURACY CLASS T-2. RECORD DRAWING
2. BEARINGS DEPICTED ON THIS PLAN ARE AS SHOWN ON PLAN IN MAP REFERENCE 4A. PARTRID GE MEAD OW II
APPLICANT: OWNER: 3. VERTICAL DATUM TAKEN FROM MAP REFERENCE 4A.
CLH CONSTRUCTION ANNE HULSTEIN 0 4. REFERENCE IS MADE TO THE FOLLOWING MAPS: LOT #45
37 LADD ROAD 81 NORTON LANE a ,;C1�a;t�lY:� r_r' 1 , ?L� A. IMPROVEMENT LOCATION SURVEY PREPARED FOR J.M.J. CONSTRUCTION LOT NO. PREPARED FOR CL CONSTRUCTION
ELLINGTON, CT 06029 SOUTH WINDSOR, CT 06074 ,`� ;;�. ;,Cfi � ���;� �? •� 45-120 PHEASANT WAY SOUTH, WINDSOR CONNECTICUT BY: DESIGN PROFESSIONALS JOB
Oi+ � ' .5�'sC:1s���':.� ��::, ;5 ::�OB�• NO. 837 DATE: 3/21/2007 SHEET 1 of 1 120 PHEASANT WAY
�Isrc E>>s'��, ,.,• �e °' ` SOUTH WINDSOR CONNECTICUT
PHONE: 871 - 1841 PHONE 644—8512fl}• C4: B. SEWER AND STORM DRAINAGE INVERTS SUPPLIED BY TOWN OF SOUTH WINDSOR
ua—llc w' ENGINEERING DEPARTMENT. GARDNER & PETERSON ASSOCIATES, LLC
REVISIONS 178 HARTFORD TURNPIKE
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
TOLLAND, CONNECTICUT (860) 871-0808
NOTED HEREON. PROFESSIONAL ENGINEERS LAND SURVEYORS
L.S. 10839 BY SCALE DATE SHEET NO, j MAP NO.
KENNETH R. PETERSON REGISTRATION NO. M.A.P. 1"=20' 12-27-2007 1 of 1 10251-45AB
RECEIVED
JAN 15 2008
SOUTH WINDSOR
ENGINEERING DEPT.
CONSTRUCTION SCHEDULE & / / -s^: �r
EROSION & SEDIMENT CONTROL CHECKLIST 1 ;
GENERAL EROSION AND SEDIMENT CONTROL NOTES PROJECT NAME:PERMIT PLAN
Y f
LOCATION; 120 PHEASANT WAY SOUTH WINDSOR, CT 3
44 / /� ' f r� N/F
1, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PROJECT DESCRIPTION:SINGLE FAMILY HOME CONSTRUCTION R 0 B E RT & K I M S E L I G +,
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "GUIDELINES PARCEL AREA: ACRES �,
FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON
/ � \ 1(AP RlSF NORTH
SOIL AND WATER CONSERVATION, RESPONSIBLE PERSONNEL:CLH CONSTRUCTION ! N
i r S08.19 20'W 00
2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,
APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT WORK DESCRIPTION EROSION & SEDIMENT DATE INITIALS / ( 294,36'
CONTROL PLAN. `
CONTROL MEASURES INSTALLED ,i _ -
:., cD a.
11
3. TOPSOIL RFQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED / LN16O6 ` ` -
IN THE AMOUNT NECESSARY TO COMPLETE THE FINISHED GRADING OF ALL EXPOSED - 1
1
AREAS, CLEAR TREES AND BRUSH
4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO INSTALL ANTI-TRACKING PAD
REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL,
CL&P 1
NO 61228 "
5. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO MINIMIZE EROSION, SLIPPAGE, INSTALL SILTFENCE AS SHOWN \
AND SETTLEMENT. FILL INTENDED TO SUPPORT STRUCTURES, DRAINAGE, ETC.
SHALL BE COMPACTED IN ACCORDANCE WITH THE APPROPRIATE STATE AND/OR
ROUGH GRADE SITE } \
LOCAL SPECIFICATIONS,
i
6. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, LARGE ROCKS, LOGS, STUMPS, START HOUSE AND UTILITY \ 25' EASEMENT IN FAVOR OF ROBERT
BUILDING MATERIAL, COMPRESSIBLE MATERIAL, AND OTHER MATERIALS WHICH MAY CONSTRUCTION �.. \ AND KIM SELIGFOR THE PURPOSE OF
INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. INGRESS, EGRESS & UTILITIES
FINAL GRADE SITE
7, FROZEN MATERIAL OR SOFT MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL \� t l
NOT BE INCORPORATED INTO FILLS, LOAM AND SEED ALL \ . _ _ _ ~,'�. ._ .- . _. _� N/F
8. FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION. DISTURBED AREAS � ` J`� -•- �- • �� -� � �- �- �-� -� -� � ���- � -• -� - � -�- • - • -� -• -� -• �
KEPT FREE OF SEDIMENT DURING ALL PHASES OF r r � 50 R.Y. '� � I R M A M A N D E V I L L E
9. ALL BENCHES SHALL BE REMOVE EROSION CONTROLS
DEVELOPMENT, WHEN SITE IS STABILIZED
\ 1
\ I +I
t0. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED \ \
IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICE. \ \
I
11. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING \_ \ ` LOT 45
FINISH GRADING. IF FINISH GRADING IS TO BE DELAYED FOR MORE THAN 30 DAYS \
AFTER DISTURBANCE IS COMPLETE, TEMPORARY SOIL STABILIZATION MEASURES SHALL BE \\ 1 \\
APPLIED. AREAS LEFT OVER 30 DAYS SHALL BE CONSIDERED "LONG TERM" AND SHALL f It N } / 613 41 S.F.
RECEIVE TEMPORARY SEEDING WITHIN THE FIRST 15 DAYS. P Y `J l 1 .75 ACRES
12 SITE IS TO BE GRADED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED LOT 44 V c �$
PREPARATION, SEEDING, MULCHING, AND MAINTENANCE UNLESS OTHERWISE SPECIFIED IN rT \
THE PLANS. \ \ s
t
13. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2:1. TOPSOIL SHALL BE SPREAD \ , �v
TO A MINIMUM DEPTH OF 4". ADDITIONAL TOPSOIL MAY BE REQUIRED TO MEET MINIMUM
DEPTHS. NO TOPSOIL SHALL BE REMOVED FROM THIS SITE. ` �\ Olt- K A Oi
14, APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL CULTIPACKER TYPE SEEDER, I t } \ ` QEG
OR HYDROSEEDER (SLURRY INCLUDING SEED AND FERTILIZER), NORMAL SEEDING DEPTH \ _ �S\
IS FROM 1/4" TO 1/2" INCH, HYDROSEEDING WHICH IS MULCHED MAY BE LEFT ON THE t } t ids
SOIL SURFACE. 1 � �`� r� ---„""...,` �• � APOQ �
15. WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER ` \Os \
IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING WITH A ROLLER OR \ 211't
PROJECT DATES: \ \ L\G \ \ SSE 1'O\�S's \
LIGHT DRAG. MAY 2007
GATE OF CONSTRUCTION START � '(\C� WPC 1 \ � � O Np gay$ 9 o\F' \\
16. FERTILIZER AND LIME ARE TO BE WORKED INTO THE SOIL AS NEARLY AS PRACTICAL TO DATE OF CONSTRUCTION COMPLETION APRIL 2008 \ 1cc rG, OF ) \ J PRpPO �N�' Doti \ap��, l
A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE ` 1�5 P Y�R F\GN \ c�
EQUIPMENT. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ALONG THE O Op
' 351 x5 4' OiS
& I 35 5 0 x6g�deep� ��' 9i �
CONTOUR. 1 t GF (��AG' a C�1de1
17, REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER. REMOVE ALL OTHER \ \ \t gsv fSOy�6
DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, OR OTHER UNSUITABLE EROSION AND SEDIMENT CONTROL PROCEDURES SHALL ESSENTIALLY BE IN ACCORDANCE WITH S '
SE �r
MATERIALS. THESE PLANS, AS REQUIRED BY TOWN REGULATIONS, AND THE MANUAL, "GUIDELINES FOR 1 \'
SOIL EROSION AND SEDIMENT CONTROL" FOR CONNECTICUT, BY THE COUNCIL ON SOIL \1 / ' / //
i INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, AND WATER CONSERVATION, 1985, REVISED TO 2002. ' ` ` \
THE AREA MUST BE RETILLED BEFORE SEEDING, THEN FIRMED AS DESCRIBED ABOVE. \ \\ s \ C /
19. WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO SOIL ANALYSIS, OR SPREAD \
300 POUNDS OF 10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1000 S.F.). ` \
CALCIUM20. CHLORIDE WILL BE AVAILABLE FOR DUST CONTROL ON GRAVEL TRAVEL SURFACES. �• / '' R
:s
p po9 �, ice' / //TF=348.04
FL=344.47 (6
FL=344.47(15"SW)
\ \ \ 1 350 FL=344.33(1 "
�' \ \ \ ''
D CONSTRUCTION OF A SYNTHETIC \\ \t \1 � /' � ��, ' /•// /// ��
PLACEMENT AN I _
FILTER BARRIER 4-- SLOPE DIRECTION \ ,I _ _ _ _ �o -Y- - _ _ _
_ i \
/- SLOPE DIRECTION , SOIL STOCKPILE \ \ ol
1. SET POSTS AND 2. STAPLE THE I t / �'/, // / /// �Oep
SMH
POSTS EXCAVATE A 6 X 6" SILT FENCING TO ` ` 7, \ \ '
TRENCH, SET POST FENCE .Y! ENO POST. ♦� ��SLOPE DIRECTION �� Q TF=
DOWNSLOPE. ' \ - - - - -_T - -:--- - - _ - - - -: - .� .. -- -- f_. /' / ���'',/ / / / TF=342.4i
20';-Sl'REE'C TREE �- �- , // FL=342.41 (a")
,s t EE EASEMENT
\ \ IN FAVOR
THE TOWN
- - - - - OF SOUTH WINDSOR - - - - - - - - - - - - - 37' 07 CB /
1000 �• 344 ` R-175.p0 / rF=3as.as .' "
INV=34
_.
12` MIN, - I. DOWNGRADE MR OF STOCKPILE - _. _ ... .,..� .....��,- ..- -- -- .---�._-�. --.---------ZCTI�7J�-_ -�-.. ... ..�...-.�-...,,.-..-�--."-.�-�,��;
-111-I I PLACE HA \ GL&P EASEMENT _
\
=III-1 I,;III=1 I - \\ - �1
.:; III- DEPTH III-I I :" � /
STOCKPILE EROSION PROTECTION DETAIL N08'47'45"E / \
N.T.S.
' 3. ATTACH FILTER FABRIC 4. BACKFILL THE \ \
FILTER TO THE WIRE FENCING .�` TRENCH AND 1 r \
-' AND EXTEND IT TO ' ' COMPACT THE ' f
FABRIC - - - • _ - . - - _ - . - - - - ` - ''
THE TRENCH. EXCAVATED SOIL. -
COMPACTED
8ACKFILL
s APPLICANT: OWNER: \ \ PHEASANT WALK \ LEGEND
c` CLH CONSTRUCTION ANNE HULSTEIN \
_ 10 SUGAR HILL ROAD 81 NORTON LANE ` \
=III=I,, I=1 I I-� I I•i I_ M I I-I I I- ELLINGTON, CT 06029 SOUTH WINDSOR, CT 06074
I = _ - - II- PHONE: 871-1841 PHONE 644-8512 \ t 348,9 EXISTING ELEVATION
►_I �_�I;: I I-III I I-I I I I 1-.I \ �r.:,- z 350x5 PROPOSED ELEVATION
'I-III • I-I _46 _
\ -350 - EXISTING CONTOUR
BOTTOM
GEWAY �...-- 35^,/ PROPOSED CONTOUR
\ \ PROPOSED PAVED DRIVE
\ \ PROPERTY LINE
F FOOTING DRAIN DISCHARGE
A� B~ 20 10 0 20 40 60 \\
® I.P, SET OR FOUND PER REFERENCED MAP
GRAPHIC SCALE 1"= 20' \ a MON. SET PER REFERENCED MAP
i 8 CATCH BASIN
ELEVATION
POINTS "A" SHOULD BE HIGHER NOTES
THAN POINT "B", ALL UTILITIES ARE CONSIDERED APPROXIMATE, CONTRACTOR TO VERIFY ALL UTILITY HAYBALES/SILT FENCE
PLAN VIEW LOCATIONS PRIOR TO CONSTRUCTION. LIMITS OF INLAND WETLANDS
PARCEL IS LOCATED IN RESIDENTIAL ZONE A-30. EDGE OF ROAD
FOUNDATION DRAIN TO BE EQUIPPED WITH A BACKFLOW PREVENTER (WITH ACCESS) - - EASEMENT IN FAVOR OF SELIG
VARIANCE GRANTED ON NOV. 4, 1995 BY THE TOWN OF SOUTH WINDSOR ZONING BOARD =- _ _ - ^_ - EXISTING DRAINAGE
APPEALS TO ALLOW ALL LOTS TO HAVE A 40' FRONT YARD SETBACK, - - TREE EASEMENT
-- -- - -- - EXISTING UTILITIES
TEMPORARY SEEDING SCHEDULE:
EXISTING TREELINE
HOUSE SITE DEVELOPMENT SPECIES LBS/ACRE LBS/1000SF SEEDING DATES - - - - _ -
1, INSTALL ANTI TRACKING PAD CONSTRUCTION ENTRANCE AS SHOWN. ANNUAL RYEGRASS 40 1.0 3/1-6/15, 8/1-10/15 - - - - - - EXISTING WATERLINE
Q WINTER RYE 120 3.0 4/15-7/1, 8/15-10/15 NOTES: PROPOSED ROOF DRAIN
RAP 2. PLACE EROSION CONTROLS WHERE SHOWN PRIOR TO ROUGH GRADING, UPGRADE, AND SUDANGRASS 30 0.7 5/15-8/1 1, THIS MAP AND SURVEY HAVE BEEN PREPARED IN ACCORDANCE WITH THE - . . - .. - . . - . . - PROPOSED GAS SERVICE
MAINTAIN AS NECESSARY. REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH IMPROVEMENT LOCATION SURVEY
Q� 20-300b-20. THIS IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT
2S, 3. DRIVEWAY SHOULD BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROUGH TEMPORARY SEEDING IS NOT LIMITED TO THE SPECIES SHOWN. OTHER SPECIES RECOMMENDED RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHY CONFORMS
BY THE SCS OR AS LIMITED BY SITE CONDITIONS MAY BE USED. SUBSURFACE DISPOSAL DESIGN
GRADING. SEED BED PREPARATION SHOULD FOLLOW THE NOTES PROVIDED, TO VERTICAL ACCURACY CLASS T-2 ON REFERENCED MAP. ``` rrs,�la.
M/"7MC/ GHAYBALE ENERATEDR SILT FENCE BARRIERS SHOULD FROM EXPOSED SOILS RFAACES. BE USED DRIVEWAYOSHOU DPBENSTABIDLIZEDT STRAW MULCH IS TO BE APPLIED TO SEEDED AREA AT THE RATE OF 1-1/2 TO 2 TONS PER s`,��Q�• ' �d�(�`yJ� PARTRIDGE MEADOW II
M WITH GRAVEL AS SOON AS POSSIBLE, ACRE, 70 TO 90 LBS. PER 1000 SQ. FT. 2. BEARINGS DEPICTED ON THIS PLAN ARE AS SHOWN ON PLAN IN MAP REFERENCE 4A. �P
4, TOPSOIL AND FOUNDATION SUBSOIL SHOULD BE STOCKPILED WITHIN THE AREA OF `• C> r
3. VERTICAL DATUM TAKEN FROM MAP REFERENCE 4A. LOT
T
DISTURBANCE. EACH STOCKPILE SHOULD BE PROTECTED FROM EROSION BY ! LO Ja #45
4. REFERENCE IS MADE TO THE FOLLOWING MAPS:
INSTALLING HAYBALE OR SILT FENCE BARRIERS AT THE DOWNGRADE LIMIT OF FINAL SEEDING SCHEDULE: A. "IMPROVEMENT LOCATION SURVEY PREPARED FOR J.M.J. CONSTRUCTION LOT NO. = o,y� PREPARED FOR CL CONSTRUCTION
4 MINIMUM / THE STOCKPILE.
45-120 PHEASANT WAY SOUTH, WINDSOR CONNECTICUT BY: DESIGN PROFESSIONALS JOB rf u�0� �<''�.' 120 PHEASANT WAY
5. STOCKPILING OF LUMBER OR OTHER BUILDING MATERIALS SHOULD BE CONFINED !��f'� '�'t N� C?.»\�y`��
PROVIDE 4 INCHES OF TOPSOIL MINIMUM, FREE OF ROOTS, LARGE STONES, AND OTHER OBJECTS. N0. 837 DATE: 3/21/2007 SHEET 1 OF 1 '. V�';� `y<a �,� SOUTH WINDSOR CONNECTICUT
TO THE AREA OF DISTURBANCE WHENEVER POSSIBLE. ��i n�►""�"'A• p'n�n ztcis��'���t
CT DOT 2" fS `u v ,STORM DRAINAGE INVERTS SUPPLIED BY TOWN OF SOUTH WINDSOR
6. FOLLOWING THE REMOVAL OF HEAVY EQUIPMENT FROM THE SITE, DISTURBED SPECIES LBS/ACRE LBS/1000SF SEEDING DATES ENC f�,E, GAD C k�. GARDNER & PETERSON ASSOCIATES, LLC
AREAS SHOULD BE TOPSOILED, FINE GRADED, SEEDED IN ACCORDANCE WITH THE v, �� c
PROVIDED SEEDING SCHEDULE, AND MULCHED AS SOON AS POSSIBLE. O� �; ,� *P-G. REVISIONS 1 78 HARTFORD TURNPIKE
(860) 871-0808
FILTER FABRIC KENTUCKY BLUEGRASS 20 0.45 4/1-6/15, 8/15-10/1 `P '� N`�
av�• TOLLAND, CONNECTICUT
7, REMOVE EROSION CONTROLS WHEN STABLE VEGETATIVE GROWTH IS ESTABLISHED. 0E Bf� fF MYJl�N LEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
CREEPING RED FESCUE 20 0.45 4/1-6/15, 8/15-10/1 4 E9- HERC�� z`�' PROFESSIONAL ENGINEERS LAND SURVEYORS
PERENNIAL RYEGRASS 5 0.10 4/1-6/15, 8/15-10/1 No �'L;ty ss
CONSTRUCTION ENTRANCE TOTAL 45 1.00 ��1` A BY SCALE DATE SHEET NO. MAP NO.
. �9 _ c L.S. 10839
.
�,oTERSON REGISTRATION NO. M.A.P. 1"=20' 05-23-2007 1 of 1 10251-45
''N lSIF�'i:i`1
�igMMrn"sb M,'
JUN 0 4 �jW
South Windsor
BUILDING DEPARTMENT
„l 10 THE BUlLDiWG D6PL, TO
NN OF $0101f WiHDSOt
This certified that this plan and sped
oopies. of the p oposad bW PB
4lcattons are srue
Idl or alteratJona to tr.
- ;?! `• :'. ;i.TM�� •_ erected at V
V//ljf,( fitteef
• •i •:;:J together with amendments stated In ap
len z a
•�;,•, ' filed with plan and I agree to comply Ith II zonLia.
t•�'�• a.' �•- �,'> Building and state laws and such or ers as shall '
• �= 1"v �' �' tsauod by the Building Department dunn¢ panic•'.
'ry •l 7 +j 'y4• .,a �...•,•...,,,*� of this application and final fssuanGe of a build:•�rt
•�I•F•i.7 Cit):.t,It^• ..a°lM' .�.•.',� to, permit,
Signed
This plan Ie aPPVQVod ifublect to the condition'that
orders and ordinances yoSuiatins building snap os
complied with,
t it Conditionally Approved t Terfe Hied ith
roved ww+'(,•
_, Bufidlnti 18spocCoe G►>Kk
CONSTRUCTION SCHEDULE &
EROSION & SEDIMENT CONTROL CHECKLIST
GENERAL EROSION AND SEDIMENT CONTROL NOTES PROJECT NAME; PERMIT PLAN
LOCATION; 120 PHEASANT WAY SOUTH WINDSOR, CT
• �• ,, - '� �.� N/F
N SINGLE FAMILY HOME CONSTRUCTION �
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PROJECT DESCRIPTIOS G
R O B E RT & K I M S E LI G
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "GUIDELINES PARCEL AREA: 1.75 ACRES
FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON
SOIL AND WATER CONSERVATION,
RESPONSIBLE PERSONNEL:CLH CONSTRUCTION Ul I i(AP RfiF NORTH
2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, S08'19'20"W
APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT WORK DESCRIPTION EROSION & SEDIMENT DATE INITIALS 294.36'
CONTROL PLAN.
CONTROL MEASURES INSTALLED
35�'
3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED LN1606 _ -- ccOo p
IN THE AMOUNT NECESSARY TO COMPLETE THE FINISHED GRADING OF ALL EXPOSED
AREAS. CLEAR TREES AND BRUSH
4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO INSTALL ANTI-TRACKING PAD CL&P
REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL,
5. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO MINIMIZE EROSION, SLIPPAGE, INSTALL SILTFENCE AS SHOWN Na 61228 1~
AND SETTLEMENT. FILL INTENDED TO SUPPORT STRUCTURES, DRAINAGE, ETC.
SHALL BE COMPACTED IN ACCORDANCE WITH THE APPROPRIATE STATE AND/OR ROUGH GRADE SITE ` \
LOCAL SPECIFICATIONS. \ \
S, START HOUSE AND UTILITY 25' EASEMENT IN FAVOR OF ROBERT
6. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, LARGE ROCKS, LOGS, STUMP ,� \ \
OF
BUILDING MATERIAL, COMPRESSIBLE MATERIAL, AND OTHER MATERIALS WHICH MAY CONSTRUCTION �� � AND KIM SELIGFOR THE PURPOSE OF �
INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. _ I INGRESS, EGRESS & UTILITIES .�
7. FROZEN MATERIAL OR SOFT MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL FINAL GRADE SITE \
NOT BE INCORPORATED INTO FILLS.
LOAM AND SEED ALL
_. _ . __ . _. _. _ . .. .. . . _�
8. FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION. DISTURBED AREAS _ ._ . _. _.\ � - - - '- '- ' -• -' _' - ' - '- ' -' -' - '- '- - ' -' -' . . . . . . N/F
�. 50' R.Y. �
9, ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF REMOVE EROSION CONTROLS \ I R M A M A N D EV I LL E
DEVELOPMENT, WHEN SITE IS STABILIZED -H
\\ 1 \\\
10. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED
IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICE. �` 00 \
11. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING
FINISH GRADING. IF FINISH GRADING IS TO BE DELAYED FOR MORE THAN 30 DAYS ---� ' LOT 45
AFTER DISTURBANCE IS COMPLETE, TEMPORARY SOIL STABILIZATION MEASURES SHALL BE cn I \ I
APPLIED. AREAS LEFT OVER 30 DAYS SHALL BE CONSIDERED "LONG TERM" AND SHALL �o I N \ 76,341
7
RECEIVE TEMPORARY SEEDING WITHIN THE FIRST 15 DAYS. , ( / 6,3 41 S.F.
12, SITE IS TO BE GRADED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED LOT 44 V �' ' \ 1 .75 ACRES A)
PREPARATION, SEEDING, MULCHING, AND MAINTENANCE UNLESS OTHERWISE SPECIFIED IN o
THE PLANS. \
AN FILL SLOPES SHALL NOT BE STEEPER THAN 2:1. TOPSOIL SHALL BE SPREAD m \ \\ t > 3U
13. CUT D I \ } > ~y _---
TO A MINIMUM DEPTH OF 4". ADDITIONAL TOPSOIL MAY BE REQUIRED TO MEET MINIMUM
DEPTHS. NO TOPSOIL SHALL BE REMOVED FROM THIS SITE. \ �\
SEEDER, DRILL CULTIPACKER TYPE SEEDER,
14. APPLY SEED UNIFORMLY BY HAND, CYCLONE SE I \ I` \ '•` p�G�
OR HYDROSEEDER (SLURRY INCLUDING SEED AND FERTILIZER). NORMAL SEEDING DEPTH \
IS FROM 1/4" TO 1/2" INCH. HYDROSEEDING WHICH IS MULCHED MAY BE LEFT ON THE I \ ' II
SOIL SURFACE.
15. WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER \
IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING WITH A ROLLER OR 211��
LIGHT DRAG. PROJECT DATES; \\ j L\0 \ Ta VSE
DATE OF CONSTRUCTION START MAY 2007
16. FERTILIZER AND LIME ARE TO BE WORKED INTO THE SOIL AS NEARLY AS PRACTICAL TO DATE OF CONSTRUCTION COMPLETION APRIL 2008 \ CpNeaEN�ppF \\ RpPps�O Np
A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE 00 R��
EQUIPMENT. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ALONG THE \ 175•9 ^ F
CONTOUR. \ & (, 1 r%352� v+�de�66
36 "
1peeP� 351 x5
17. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER. REMOVE ALL OTHER \ \ 6Al
DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, OR OTHER UNSUITABLE EROSION AND SEDIMENT CONTROL PROCEDURES SHALL ESSENTIALLY BE IN ACCORDANCE WITH
MATERIALS. THESE PLANS, AS REQUIRED BY TOWN REGULATIONS, AND THE MANUAL, "GUIDELINES FOR \ �; NOVSE
SOIL EROSION AND SEDIMENT CONTROL" FOR CONNECTICUT, BY THE COUNCIL ON SOIL I \ \
18. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, AND WATER CONSERVATION, 1985, REVISED TO 2002.
THE AREA MUST BE RETILLED BEFORE SEEDING, THEN FIRMED AS DESCRIBED ABOVE.
19, WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO SOIL ANALYSIS, OR SPREAD \ \ \ \
300 POUNDS OF 10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1000 S.F.). '? �\�P � P
20. CALCIUM CHLORIDE WILL BE AVAILABLE FOR DUST CONTROL ON GRAVEL TRAVEL SURFACES.
C _o xx
pFRgC 0
_...9° _ �• �'�// /. FL=344.47 6"SW)
\ \ / 10 FL=344.47 15"S
SE ERADEEANOUT , / /// N'� /�/ FL=344.33(1 "
900
00
PLACEMENT AND CONSTRUCTION OF A SYNTHETIC \ \ tsv:sasx "` ' `' /
♦� ' I• �� SLOPE DIRECTION II \ 4O' F.Y, - . �• -' " � v �/ �'� /
FILTER BARRIER I ' --- - - -- -' 40 F.Y. - - -- -
SLOPE DIRECTION , - SOIL STOCKPILE
1. SET POSTS AND 2. STAPLE THE
EXCAVATE A 6" X 6" SILT -► FENCING TO 1 ' ' Q
POSTS TRENCH, SET POST FENCE END POST. SLOPE DIRECTION / // / / SMH
/ TF=349.10
DOWNSLOPE. ♦- , \ - - - - - --�- - - ,-- - - \ / / / -
�;' \ - ! FL=342.41 (8")
ZO'.:STREET TREE EASEMENT
\ \ IN FAVOR OF THE TOWN
OF SOUTH WINDSOR `,. \ _ �[(�_3�'35 07 /
CB
1000 ®♦ \ - - - - - - - - - - -\-- - - - - - - -- - - --} - - - - - - R- 175.00' '��' / / TF=348.86 /
�i
- - T \ INV. 34
_-_ - - - _I I-III II \ -1�4 5
12" MIN. - I I- DOWN RADE LIMIT OF STOCKPILE ------------------------------- ----------�-----------
PLACE HAYBALE OR SILT FENCE A `\ ._ .2�9.15 E \ \
CL&P EASEMENT \ ,�Q; � \
I I�I I I- DEPTH -1 I I I II I I I I ,�I I- ------ ----------------------- \ ----- -------- _----
II-II -i \ 201T3`- -1 - X--
STOCKPILE EROSION PROTECTION DETAIL \ N08.47'45"E /
N.T.S.
3. ATTACH FILTER FABRIC 4. BACKFILL THE
I' FILTER-� TO THE WIRE FENCING ;.` TRENCH AND \ f
FABRIC "• AND EXTEND IT TO COMPACT THE
THE TRENCH. EXCAVATED SOIL. - - -
COMPACTED
BACKFILL \ \
APPLICANT: OWNER: \ ' ` \ PHEASANT WALK \\ LEGEND
CLH CONSTRUCTION ANNE HULSTEIN \ \
llI-III _ -I III _ 10 SUGAR HILL ROAD 81 NORTON LANE \
-I I -I,, :,I I-� I-I I I•-I I-)I I-I I I- ELLINGTON, CT 06029 SOUTH WINDSOR, CT 06074 \ \
11- - I III- PHONE: 87t-1841 PHONE 644-8512 \ 348.9 EXISTING ELEVATION
I 1, II I I I I I ��;• 3 4 \ 350x5 PROPOSED ELEVATION
I-
-III- .I
\ �350 - EXISTING CONTOUR
II BOTTOM OF PROPOSED CONTOUR
� DRAINAcew,aY 350
\ \ PROPOSED PAVED DRIVE
\ \ PROPERTY LINE
\ \ F FOOTING DRAIN DISCHARGE
AJ B� 20 10 0 20 40 60 \\
® I.P. SET OR FOUND PER REFERENCED MAP
GRAPHIC SCALE 1"= 20' \� o MON. SET PER REFERENCED MAP
8 CATCH BASIN
ELEVATION
POINTS "A" SHOULD BE HIGHER NOTES:
THAN POINT •B". ALL UTILITIES ARE CONSIDERED APPROXIMATE, CONTRACTOR TO VERIFY ALL UTILITY HAYBALES�SILT FENCE
PLAN VIEW
LOCATIONS PRIOR TO CONSTRUCTION. LIMITS OF INLAND WETLANDS
PARCEL IS LOCATED IN RESIDENTIAL ZONE A-30. EDGE OF ROAD
FOUNDATION DRAIN TO BE EQUIPPED WITH A BACKFLOW PREVENTER (WITH ACCESS) -- - EASEMENT IN FAVOR OF SELIG
VARIANCE GRANTED ON NOV. 4, 1995 BY THE TOWN OF SOUTH WINDSOR ZONING BOARD =_ _- - - - - EXISTING DRAINAGE
APPEALS TO ALLOW ALL LOTS TO HAVE A 40' FRONT YARD SETBACK, - - TREE EASEMENT
TEMPORARY SEEDING SCHEDULE: -- -- - -- - EXISTING UTILITIES
HOUSE SITE DEVELOPMENT SPECIES LBS/ACRE LBS/1000SF SEEDING DATES - - - - - - - EXISTING TREELINE
EXISTING WATERLINE
ANNUAL RYEGRASS 40 1.0 3/1-6/15, 8/1-10/15
Q 1, INSTALL ANTI TRACKING PAD CONSTRUCTION ENTRANCE AS SHOWN. WINTER RYE 120 3.0 4/15-7/1, 8/15-10/15 NOTES: - - - - - - PROPOSED ROOF DRAIN
SOP 2. PLACE EROSION CONTROLS WHERE SHOWN PRIOR TO ROUGH GRADING, UPGRADE, AND SUDANGRASS 30 0.7 5/15-8/1 1. THIS MAP AND SURVEY HAVE BEEN PREPARED IN ACCORDANCE WITH THE PROPOSED GAS SERVICE
MAINTAIN AS NECESSARY. REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH IMPROVEMENT LOCATION SURVEY
TEMPORARY SEEDING IS NOT LIMITED TO THE SPECIES SHOWN. OTHER SPECIES RECOMMENDED 20-300b-20. THIS IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT
251 3. DRIVEWAY SHOULD BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROUGH BY THE SCS OR AS LIMITED BY SITE CONDITIONS MAY BE USED. RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHY CONFORMS
GRADING. SEED BED PREPARATION SHOULD FOLLOW THE NOTES PROVIDED. TO VERTICAL ACCURACY CLASS T-2 ON REFERENCED MAP. SUBSURFACE DISPOSAL DESIGN
HAYBALE M/�iMC/M GENERATEDRFROM EXPOSED SILT FENCE ASOIL RSURFACES.S SHOULD BDRIVEWAY E USED OSHOU DP BEN STABILIZED T STRAW
0 9 MULCH
IS TO
BS B PER APPLIED000 SQ SEEDED AREA AT THE RATE OF 1-1/2 TO 2 TONS PER
RE
WITH GRAVEL AS SOON AS POSSIBLE, T 2. BEARINGS DEPICTED ON THIS PLAN ARE AS SHOWN ON PLAN IN MAP REFERENCE 4A. PARTRIDGE MEADOW II
4. TOPSOIL AND FOUNDATION SUBSOIL SHOULD BE STOCKPILED WITHIN THE AREA OF 3. VERTICAL DATUM TAKEN FROM MAP REFERENCE 4A.
DISTURBANCE. EACH STOCKPILE SHOULD BE PROTECTED FROM EROSION BY LOT #45
INSTALLING HAYBALE OR SILT FENCE BARRIERS AT THE DOWNGRADE LIMIT OF 4. REFERENCE IS MADE TO THE FOLLOWING MAPS:
4" MINIMUM THE STOCKPILE. FINAL SEEDING SCHEDULE: A. "IMPROVEMENT LOCATION SURVEY PREPARED FOR J.M.J. CONSTRUCTION LOT NO. PREPARED FOR CLIr CONSTRUCTION
12, / 45-120 PHEASANT WAY SOUTH, WINDSOR CONNECTICUT BY: DESIGN PROFESSIONALS JOB
5, STOCKPILING OF LUMBER OTHER BUILDING MATERIALS SHOULD BE CONFINED PROVIDE 4 INCHES OF TOPSOIL MINIMUM, FREE OF ROOTS, LARGE STONES, AND OTHER OBJECTS. NO. 837 DATE: 3/21/2007 SHEET 1 OF 1 120 PHEASANT A
TO THE AREA OF DISTURBANCE
CE WHENEVER POSSIBLE. SOUTH WINDSOR CONNECTICUT
CT DOT 2" B. SEWER AND STORM DRAINAGE INVERTS SUPPLIED BY TOWN OF SOUTH WINDSOR
6. FOLLOWING THE REMOVAL OF HEAVY EQUIPMENT FROM THE SITE, DISTURBED SPECIES LBS/ACRE LBS/1000SF SEEDING DATES ENGINEERING DEPARTMENT. -- GARDNER & PETERSON ASSOCIATES, LLC
AREAS SHOULD BE TOPSOILED, FINE GRADED, SEEDED IN ACCORDANCE WITH THE
PROVIDED SEEDING SCHEDULE, AND MULCHED AS SOON AS POSSIBLE. REVISIONS 178 HARTFOR D TURNPIKE
FILTER FABRIC TOLLAND, CONNECTICUT (860) 871-oso8
KENTUCKY BLUEGRASS 20 0.45 4/1-6/15, 8/15-10/1
7. REMOVE EROSION CONTROLS WHEN STABLE VEGETATIVE GROWTH IS ESTABLISHED. CREEPING RED FESCUE 20 0.45 4/1-6/15, 8/15-10/1 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS 06/14/07 SEWER CLEANOUT
PERENNIAL RYEGRASS 5 0.10 4/1-6/15, 8/15-10/1 NOTED HEREON. PROFESSIONAL ENGINEERS LAND SURVEYORS
CONSTRUCTION ENTRANCE TOTAL 45 1.00
BY SCALE DATE SHEET N0. MAP N0.
L.S. 10839 KENNETH R. PETERSON REGISTRATION NO. M.A.P. 1"=20' 05-23-2007 1 of 1 10251-45
6 1 �
ENG�Na
T