HomeMy WebLinkAbout14 STONE XING LOT 7 Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# Date: lAN't, 0c4� ►
HVAC # 14 Stone Crossing
Sprinkler# 326.6.8_ -__. ____
FINAL APPROVALS - Estimated Cost $ ��
----- - - --- -- - - Permit Fee $
Building CM. O COMPLETE RED BOXED AREAS Occupancy Fee $ O
Engineering TYPE OR PRINT ONLY
Affidavit Eng. Insp. Fee $
Appr. for CO r ��Ob� SIGN ON REVERSE SIDE T to F $ Ll
-- (:,Ac o
TO THE BU LDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant L00-r- d. A4 044fte- F i-eo.-J Location of Work )* Lot No.
Applicant's Address IS��- a Tel.# P4 0 —F 9 G
Town L�► ; �1✓ C^ Zip O o.2 Lic.#
Owner 4 ., _ Architect
Owner's Address/
y -Zip i Zip
Sq. Ft. New Are . 1 st FI. 3 I y 2nd FI. 3rd FI. Total New Area
Purpose of this permit /✓ /��L 4e✓�^✓ n�
City WaterC/ Well❑ Septic System❑ Sewerm---
Ins: HO SP Cert. Area Basement Garage
Approvedt y Date Use Group Construction Type
Revised 8IO2
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 which this building and its use is allowed.
Signed
I hereby apply for a Certificate of Occup ncy for the work described in this application for the permit.
Signed
DO NOT LITE BELOW THIS LINE
INSPECTION COMMENTS
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
•"-32668-B 300,000
BO1 FOOTING 07/31/06 CJD D
BO1 FOOTING 08/03/06 CJD D NOT READY
B02 FOUNDATION O8/15/06 CJD A
B03 FRAMING (ROUGH) 01/24/07 MR D NEED TO PREVENT TRUSS ON SHEATHING FROM SLIPP
-ING. NEED TO NAIL TRUSS CONVERGING AT ANGLE
E03 ROUGH O1/24/07 MR A
P03 ROUGH O1/24/07 MR A PARTIAL-TEST FOR RG. PLBG WASTE/VENTS ONLY
DRAINS IN BASEMENT NOT DONE
H03 ROUGH O1/24/07 MR A
B03 FRAMING (ROUGH) 01/31/07 MR A SEE MANUF TRUSS SHEET IN FILE
RECHECK CORRECTIONS-OK
B04 INSULATION 02/05/07 MR A
PO4 GAS TEST 03/07/07 MR A
A
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LEGEND
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CQNSTRUCJ!� ENTRANCE
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BUlLVINU Ph MIT
STATE OF CONNECTICUT
WORKERS'COMPENSATION COMMISSION
Building Permit Affidavit for Property Owners or Sole Proprietors
(Conn.Gen.Stat. § 31-286b)
Property located at I Lf cSTo/lG
In the town ofL50ukl
Name of building permit applicant: W (�^' )fin C� ( , 4= � ••�
Please check one:
1. lam the owner of the above property.
2._I am the sole proprietor of a business.
2A.Name of business
28.Federal Employer Identification Number(FEIN)
....................................................................................................................
Pursuant to§31-286b,"a property owner or sole proprietor(who]intends to act as a general
contractor or principal employer"may provide either a certificate of workers'compensation
insurance or a"sworn notarized affidavit... stating-that he will require proof of workers'
compensation insurance for all those employed on the job site in accordance with this chapter."
Please check one:
1. I do not intend to act as a general contractor or principal employer.
[Sign and stop here]
Signature of applicant
2. X I intend to act as a general contractor or principal employer.Applicant must either
provide a certificate of workers'compensation insurance or sign the affidavit
below.
....................................................................................................................
Affidavit
I hereby swear and attest that I will require proof of workers'compensation insurance for every
contractor,subcontractor,or other worker before he/she engages in work on the above property in
accordance with the Workers'Compensation Act(Chapter 568).
I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a
partnership may elect to be excluded from coverage by filing a waiver with the appropriate
District Office;and that a sole proprietor of a business is not required to have coverage unless he
files his intent to accept coverage.
��1a4l
Signs re of&vlicant
Subscribed and sworn to before me this day of
(Notary Public/Commissioner of the Superior Court)
Home Occupation Information and Application Form
2 j�
.Minor Approved b Date cY ASSESSOR'S USE ONLY
❑ Major Home Occupation Type
Code
Name DBA N((/
Address of ProMseeccupation:
Telephone &,qr(. (( 2 Z Zone (Note:in DRZ,MF zones only minor home occupations are
allowed;approval letter from homeowners a required
Description of Home Occupation: ssn
Please use the boxes below or an attached sheet to provide the following:
A.Proposed Sign
1. Attach copy of plot plan if available.
' 2. Use Box A(or attach sketch)to draw proposed signage.
3. Use Box B(or attach sketch)to draw the floor plan of the Home
Occupation area,
4. Architectural elevations for any proposed additions or modifications
must be provided.
FLOOR PLAN (❑Basement 'q 1"floor ❑2od floor)
Floor area of dwelling 43olo
Floor area of home occupation l A2,
%of floor area.devoted to home occupation
I have read the regulations regarding home occupations and will comply with said regulations.I understand that I must notify
the Planning Department in writing upon termination of this occupation at this address.This permit is not transferable or
assignable to another person.In the event of relocation,the permit holder must notify the Planning Department in writing to
transfer the permit to the new location.
Signature of Applicant Date N)")(-
Signature of Owner
Date 01.
tpp1N Sf1
� n O-P s-Ou& 2v-
�1 i
s �
1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074
SOR•COa� TELEPHONE (860)644-2511
TEMPORARY CERTIFICATE of OCCUPANCY
July 31,2007
Wilfred and Candace F.Leon
14 Stone Crossing
South Windsor,CT 06074
Re:Temporary Certificate of Occupancy, 14 Stone Cross'
� rY Pan Y� �
Dear Mr.Leon,
This letter represents a Temporary Certificate of Occupancy for 14 Stone Crossing,Permit
#32668.This single family residence substantially complies with CT State Building Codes
and maybe occupied.When the basement ceiling's insulation is complete we will issue a
Certificate of Occupancy.
Please call the Building Department at 860-644-2511 x232 if you have any questions
regarding this matter.
y yours,
p IgI(Official
6ugan
Chief B
Cc:File
Revised 4/01//2002
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: 0(04 Q
BUILDING DEPARTMENT -12
APPROVED 1540 SULLIVAN AVENUE
W--�) 644-2511 ext. 230 Bldg. Permit N
Date Building nspector
Application must be printed or typed
FEE SCHEDULE FT:enant
�� Locati�//of Job: ;�Vz _$0-$1,000=$15.00 Street Lot No.Over$1,000$15.00 per$1,000
or any fraction thereof ation Apt.No.
APPLICANT �1 �G�J�CJ(�tJ (C6mjLq0,-(- )
1 I �3 APPLICANT ADDRESS d ���1 /�I 1� /2
APPLICANT PHONE#
O W N S Fq OWNERC
OWNER ADDRESS r✓t r�6L1 c.z�Tht�f
r. r OWNER PHONE
C = ESTIMATED COST$
IS THIS A CONTRACT COST? I/Yees _No
FEE ENCLOSED$ ().
TYPE OF JOB: , J/
SOR-Co New Installation 1`�
_Alteration/Addition/Repair
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑YES ❑NO
❑RESIDENTIAL
❑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 INSTALLATIONIWIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS / NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS l REMOTE DISCONNECT REQUIRED? ❑YES ❑NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES 1 NUMBER OF OUTLETS 1�6
NUMBER OF LIGHT FIXTURES 65 NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
,Z
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.
C131-
- CONTRACTORS LICENSE STATE
SIGNATURE OF APPLIC DATE 2 /� 6
LEGEND
EXISTING DESCRIPTION
PARTRIDGE LANE 3 > ^ ~ o
J U m O I I V cc
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ORINGS w w >- 0 K 12 MIN -j �xo c
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6 THICK LAYER OF RIP RAP q0 WAY CIR. (Pvt) TALCOTT i z co co ° v
OMMUNICATION CONSISTING OF SOUND, TOUGH, F HITCHCOCK CHAPMAN z N co co a =
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cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) DURABLE AND ANGULAR ROCK, A� ? J a
PLACED OVER GEOTEXTILE. MAXIMUM
cx- cx- APPROX. UNDERGROUND COMMUNICATION LINES p O p 0 O O RIPRAP SIZE TO BE 4 INCHES AND CERDG( , OOF O ; 0.v
ONTROL POINTS O O O NOT MORE THAT 10% LESS THAN 2 c
O p O p O p INCHES. �'� P /'R. SM/1H CROSSING REPO STONE
cc_
BENCHMARK - _ O O O O O O SCHOOL
OMESTIC WATER i p p p NOTES: KINGSLEY c,w
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N
- - wx- - - wx- APPROX. WATER MAIN ;� O O O AND AFTER EVERY MAJOR STORM EVENT �NF OR/qNO� Fri O_ J
- - - - �+ - APPROX. WATER SERVICE N O O O p O O 2. WASH WATER, IF USED SHALL BE VE R CORNER S� °�'.�9°0 0 L� U.z
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EUx - - - Eux - APPROX. ELECTRICAL LINES, UNDERGROUND IF-298.78
1NV291.74(15" CPP N - B
°� UTILITY POLE INV 291.75(15" CPP ) N/F *�
`�' UTILITY POLE WITH LIGHT QUN ZENG & LANG XU � ° 4
(VOL. 1933 PG. 236)
�� UTILITY POLE WITH TRANSFORMER ! " NO � .� w: ��, � �w_ °
ROPERTY EX CB I h V "§--
' I. PROPERTY IS IN THE RR ZONE.
TF.298.84 10' WIDE CL&P EASEMENT 2. PARCEL CONTAINS 36,381 SQUARE FEET OR 0.835 ACRES.
PROPERTY LINE �" I `� I AND STREET TREE EASEMENT J. HORIZONTAL DATUM IS BASED ON NAD83. PERT/CAL DATUM IS BASED ON
NA O
- EASEMENT LINE !"•-- � � 4. SETBA K INFORMA T/ON TAKEN FROM APPRO l/ED OPEN SPACE SUBD/VISION �p
O IRON PIPE 29g" _ 1 ANY IRRIGATION LINES IN THE VACINITY PLANS, SEE MAP REFERENCE #1. SETBACKS DEPICTED ALSO MEET 'in
`-AR. 3 4 CURRENT OPEN SPACE SETBACK REQUIREMENTS . `"
x --- NEED TO BE RELOCATE 5. PROPER 0 0 H
® IRON ROD � � � � '� OF PROPOSED IMPROVEMENTS WIIL TY DOES NOT FALL WITHIN THE LIMITS u. � U
OF A FLOOD HAZARD ZONE U
❑ MONUMENT x 300.4 ,� i' � � ""`-- ...., � �
AS DEPICTED ON.- 'FIRM FLOOD INSURANCE RATE MAP NUMBER 0 J L
( 30 _ , '`` 0900JCOJ84F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY O O
OAD S I/. 1O S =_ =�•y�7 E 2 O 1 ` PANEL 384 OF 675 COMMUNI TY NUMBER 090036 EFFECTIVE DA TE. SEP T. a 0 �
GUARD RAIL �x / Y�sEE/yOrE "`- •7 iiiiiiiiiijim
O 1 ` 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE L E 0 "O
300 ! / 0Z - `4� - - -��_ _ _ .300, ilr �r - _ a ADM/NISTRA T/ON. a
_ 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED
�- 0R �� SIGN "�`` � / c 1-1 3 - SEWER PUMP - - - ` ' _ +�Ir +�Iir \ e
ITE FEATURES 1 `' r s /-- - csx _r ' CHAMBER _ �� 29g ''�w� _.. � AND NOTED HEREON HAVE BEEN co PILED, /N PART, FROM RECORD r-
�`- � '"'"4R �- MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR 4-0
•• • EDGE OF WATER s // / '' csx SAD' '� -cj ` - 9� arm , GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER
pY - c `� � x 297.5 �. \ L R. 314 SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN x x x x- BARBED WIRE FENCE j ( / / ssx "'- --� '' .-�. . `•- - '- �-� '`' � '` 1,
_ _ csx �� r, NA TURF. ADOI T/ONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE SITE,
0 0 0 0_ z ' - SEWER C�PECK / -- ssx ` ` \ \ 9� THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS INC.
CHAIN LINK FENCE f / / / s ` iR \ x2ss.s \ 6" CPP THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE Z N m
VAL VE / "" s,
10" PEAR �-'" ✓ °� 28. Cf' R \ _ INV.•297.10 FIELD DETERMINED AND l/ERIFIED BY THE APPROPRIATE AUTHORIT/ES PR/OR w� w N ' a w rJ
= 11,
RAIL FENCE 307�_ J ° / / �� y --c\ R- _ -_ _ _ .__.._._. \ \ FI CONSTRUCT/ON. rc < N w i _
t / p' 8" PINE 1 \ a v n rn o I o u m
° °- STOCKADE FENCE " ` _ x / j `'30 / o �8 p, / y + G \ \ \ 0 01 \ \ 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND
+ + + +- WIRE FENCE ' + " I / / Z j \ , c6 p�OC \ \ �� UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF
i x / l t� i ^ \, 30 CONSTRUCTION- 1-800-922-4455 OR WWW.CBYD.COM.
STONE WALL N0718'13"E 3 \
OR
TREE �122.29 _ / d x ; x30s3 V , \, •
306.5 �. � O xJO, 9. �
TREE LINE 3p2 l i / -6 - - :y: 20' - cP CONC.
ANITARY SEWER / _ �, , 5 \ _u
h x 298.6
- - sx- - - sx- A�0ROX. SANITARY SEWER MAIN x303.1 / _ 0 2.0 �r i \ ~
/ / h ' 305 V W
- - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE i / I vy X3468 � ? I x0 � \ Q N Z
EXIST/ h OEC N
SO SANITARY SEWER MANHOLE /� ' t : ' ^2>.O' FF'• NG yOuse K 6 � a Z
' F 308 70 1 I'A VE 1 0 0
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SEWER CLEAN OUT 9" PEAR -: ' p S 4R.•30664 PA710 I '\PROPb 0. � U
303 __ / �; l 3 0 �0 Gy`53 6 POOL 1SED ; U
STORM SEWER _ / j Ci 3 �DErx $X42 9 O
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-- --- -- APPROX. STORM DRAIN PIPE 1 x V 47.4' Q .0' N/F cos x o�• \ o J 0 0
ML.FRED & x 305.52 s3
OO STORM DRAIN MANHOLE CANDACE LEON N Z
�J (VOL. 1671 PG. 203 ^Y '
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m ® CURB INLET ) 1? A- - _ e d ►� \"I I N/F
v LONG: MON DISC-� I f 1 N� x305.9 _�� r 305X0 �)"/ x300.5 ! IUWN OF 5UUIH WINDSOR
❑ CATCH BASIN jx 7075 h ¢ 1>3T I
�i (VOL. 1703 PG. 275) I-
o`S TOPOGRAPHY ' \ x306.65
�. p
m - - - -95- - - - - CONTOUR 304(� �O�9j l 1 '" '/ N
j \ MAP REFERENCES:
X 61.95 SPOT ELEVATION O J-' x3o4'af ` - _t ,\_-- 'v-J 2 ! I I � � j
ro ETLANDS ! I _ - Aux B 'J J PROPOSED
OHED x ' 30 , �' O \ 156.55S0728'13"W I. STONE CROSSING OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR
"J WETLANDS LINE 1 EUx O1 IT. OR/VE- PROPOSED �_ x3os.� ; = MA
FENCE BUILDERS, INC SUBDIVIS/ON PLAN EAST SIDE - A�ERY STREET
® FENCE 24.0' \ W SOUTH WINDSOR, CONNECTICUT DATE. OCTOBER 31, 2001 REVISION
x306.34 % o 2-20-02 SCALE 1 IN. = 40 FT. SHEET 3 PREPARED BY ALFORD
-� 306.61 a o, ,,�" \ 52.3' \ ASSOCIATES, INC. m
/ .`. PROPOSED 1 6 0' \ \
y POOL EQUIPMENT
A=3 04 42 x 305.6
N l R=336.68' 246.13� 1� 101 5 y 8.0' x 302.6
L-18.09 NOT J
c� (SEE-
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18.09
/ PROPOSED 71 Swill
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N ENTRANCE l z
�R
00 PROPOSED -- Lu
N/F SILT FENCE \ / ry
� ✓AMES F. & ✓AN/CE L. LA YANG/E �� CON
/y �,
o (VOL. 1560 PG. 158) ` nF F�
o' - %pQ 3L► '
1. SET POSTS & EXCAVATE A 6"x6" 2. STAPLE GEOTEXTILE TO POSTS. - -
TRENCH UPGRADIENT OF POSTS. Lu
ANGLE POSTS
j 5• UPGRADIENT OST GEOTEXTILE
0
95• 12" G7 2 z 2'2_ z
SURVEY NOTES•
THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
m CON/VF(`TCUT 7A T� dCE-A//v['c cc1-nnA/c on 11n ,
vtJ/LJ JLI�//V/VJ LV-JVVU-/ Tri%rcU ZU-3UVD-2U AND TfiE f�
/ STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE W O
3. EXTEND GEOTEXTILE INTO TRENCH. 4. COMPACT
TRENCH AND STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND o
c COMPACT EXCAVATED SOIL SURVEYORS, INC ON AUGUST 29, 2019. im 0 W N
0 W I- >
TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY AND IS INTENDED TO
cn v DEPICT THE LOCATION OF EXISTING AND PROPOSED CONDITIONS RELATIVE TO > Q o
PROPERTY LINES O
� GEOTEXTILE COMPACTED BACKFILL
dos +� • THIS IS A RESURVEY BASED ON MAP REFERENCE/1. O U)
o
. F N
�O ��.� FC • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY J
QQ,'� O C MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 W o
STANDARDS. < N
N � •� y Vf �
SILT FENCE _ No. 16766 TO My NOWLEDGE AND BELIEF, THIS MAP IS SUBSTANT/ALLY CORRECT AS NOTEDin SHEET
N.T.S. 14S�a'Q
16766
V-1
BA CLARKE, L.S. -LIC, NO..
SAKI TARP .EWER FORCE- MAIN NO TES -
TYPICAL SIMPLEX GRINDER PUMP STATION LAYOUT PUMP DETAIL - 1. LOTS #Z ;f3, #4, #5, 0 AND #7 WILL BE SERVICED WITH INDIVIDUAL GRINDER PUMPS
NOT TO SCALE NOT TO SCALE AND A LOW PRESSURE SEWER SYSTEM.
PUMP CONTROL 2. THE LOW PRESSURE SEWER WILL DISCHARGE INTO THE PROPOSED GRAVITY SEWER MANHOLE
PANEL /J TO BE LOCH TED IN S TONE CROSSING
J. RECOMMENDED PUMPS:
- GRgID R PUMP, MODEL 2010 AS MANUFACTURED BY ENVIRONMENT ONE 0
- UL RA CAV PUMP, AS MANUFACTURED BY BARNES PUMPS, INC.
ALL OF THE SIX (6) PROPOSED HOMES SHOULD USE THE SAME TYPE PUMP.
pdSTING MAIN ELECTRICAL `pI
. SERVICE PANEL 4" TOPSOIL EACH PUMP SHALL BE' INSTALLED OUTSIDE OF THE HOUSE, IN LOCA110N AS SHOWN ON
(-----------� r----- — , .� �a>ral 7hE PLAN.
PR',, D TMHE �,P CE L_--_J 1
PANEL BY THE CONTRACTOR. I I_•———— — � �000 4. LA 7FRAlS SHALL BE l—1/4"0 SOR-21 PVC PIPE.
I I l sIi7E7U
pROPOSED PUMP CONTRA 5. THE MAA' L!NE SHALL BE 1-1/4"0 SDR-21 PVC PIPE BETWEEN THE LPS CLEANOUT
PANEL/DISCONNECT ON EXTERIOR I AND THE ;l,iCRE:ISER AND 270 SDR-21 PVC PIPE FOR THE REMAINING POR77ON OF THE
OF BUILDING BY THE CONTRACTOR EXISTING ( ( g
HOUSE ENCLOSURES ARE TO BE INSTALLED I I a LINE RU;�h7NG lIJTO SRN. MH , 3.
6; SEALED TO PREVENT MOISTURE
ENTRANCE PROVIDE (2) CORROSION i GARAGE i UNDISTURBED 6. REFER ,G SHEETS 11 AND 16 FOR LOCA77ON AND ADDITIONAL DETAIL OF FORCE MAIN.
B SHALL LL N T H IAL NA TI VE MATERIAL
AVE
STONES LARGER
THAN 3" w
EXISTING ELECTRIC _......— L—..._.—..————
POWER METER SEAL ELECTRIC SERVICE Cm-LE BUILDING
ENTRANCE INTO PUMP CON ROL
PANEL WITH FITTING SEWER PIPE
PROPOSED UNDERGROUND CONDUITS
GRINDER PUMP WITH CONDUCTORS
OF C:<7Na
1-1/4" PVC ''�F'r•,h••AlFO
FORCE MAIN PIPE
��~von Ra i
1-1/4" FORCE MAIN CONNECTION TO SEWER IN STREET
�. CONCRETE ANCHOR AS REQUIRED BY __
MANUFACTURER TO PREVENT FLOATATION ? :c: -••;• --No. 9344
•i;�; �A'p 'ti
4#C2
L.P.S. CLEANOUT
NOT TO SCALE -' f. *:a 7D?*
/ _ No. 9344 r �4
SLIDE TYPE TOP � '� 6"
EXTENSION (5 1/4
- TOP FLANGED VALVE s u a
DIA X 12" LENGTH BOX MARKED "SEWER" `// f ,
NARKED -SEWER-) ( � - �� �/ f`y`� TO THE BEST OF MY
12" MIN. Pp.VAENT REPAIR KNOWLEDGE AND BELIEF
AS REQUIRED y THIS MAP IS SUBSTANTIALLY
/ 3/4" CRUSHED CORRECT IN ACCORDANCE
STONE WITH CLASS A 2 AS DEFINED
BY C.A.LS.
MALE BRASS HOSEL.S.
NIPPLE 20NPT X
2 1/2" HOSE THREAD
AND THREADED �/�� /\� APPROVED BACKFILL
CAP \ / FORCE MAIN CONNECTION TO L 0 W PRESSURE SEWER
" ( NOT TO SCALE
2 SCHEDULE 40 PVC PIPE NOT VALID WITHOUT A LIVE
MALE ADAPTOR SIGNATURE AND EMBOSSED SEAL
;2" i�ilii. ; / —SOLVENT YIELD TO
STAINLESS STEEL NIPPLE •z, . I �,,. -- .tl
(IP MALEiNi?FADS) \ '' C _ � _ '�r PVC PIP
STREET STREET LsNr.. PROPERTY TO }\ tf ,• 11;iyy1 ..�..—_._.. .y BE SERVICED
STAINLESS STEEL \ ;, •t'P°' ,;' r�j� PVC FORCE MAIN
45' ELBOWS \ .+•. ' , �" ?;'• ,. •" \\.
1-1/4"0 DIAMETER FINIF,?I 1�RAOE
IP FEMALE THREADS C/VL EmarpjE w
w
s
�—• REDUCER
WILSON M.ALFORD,JR.,P.E.B L.S.
2" BRASS BALL VALVE
STAINLESS STEEL. NIPPLE (IP CURB STOP (IP X iP TO CONVERT TO 2" PVC
MALE THREADED) LOW PRESSURE SEWER (L.P.S•� ! -2--1/2" SERVICE BOX-SLIDE TYPE
FEMALE THREADS) 2" P11'C P.V.C., S.D.R. 21 FORCE MAIN
WITH NERVY FOOT PIECE. COVER SHALL BE ' DATE: FEBRUARY 26, 2002
CONCRETE THRUST BLOCK 1-1/4" OR 2", AS REQUIRED I CAST WITH "SEWER" LETTERING.
ILI
----L.P.S. DIA X 1-1/4" P.V,C. SERVICE TEE JI,MLC: 1 ITV. — .��'•.....
CROSS--SECTION
1 1/4" P.V.C., S.D.R.
21 FORCE MAIN F
�L w
!!! 1•�II �4 z
TYPICAL CONNECTION LPSS IN MANHOLE -1 1/4" P.V.C., S.D.R. 21 I L)NOT TO SCALE ` O
N Q o
CONCRETE THRUST BLOCK GRINDER I V)
!'
PUMP STATION
• O � I
Oo ; 0
•� 1 /`I/DD CTl1D AAln CV=A/Clr1Al DAI I /YJCY`Y 1/AI 1/C• WlTLI rnor, oil I %it .A' n Too CT/,D 11 lf-' i•� r ��.
1. VVl ILJ J I v.- r1l VU L-A IL.I..JI VI., lJP1LL VI IL VI,
V , ►nt.rL m it r •�`• FORD IJF%LL VALVE CURB J I,T
REDUCER FIT77NGS ARE TO BE PROVIDED AND INCLUDED 811-877 OR APPROVED-EQUAL CJ aZE
::- •' IN THE UNIT PRICE FOR 1-1/4" P.V.C. FORCE MAIN.
• :;- Ll-1/4* f,ld l CHECK VALVE DESIGNED n-
" " FOR USE "dTH SEWAGE PUMP% 0 W
'•' 2. FINAL PROPOSED LA YOU T OF 1-1/4 P.V.C AND 2 P.V.C.
p••; ~. ' SANITARY SEVER SDR-21 FORCE MAIN CONNEC110N TO BE APPROVED BY THE G" Or
A'IANHOLE TOWN ENGINEER. CONTRACTOR TO SUBMIT SHOP DRAWINGS
•.. . `. �j OF ALL MATERIALS TO BE USED. "' I O V < L4_
LQ
CL
NJ a
LOW PRESSURE :, .: `� (I) C)
SEWER LINE %v
GRA 0TY SEWER ---•-
:�: ' fir• ,. .�..;. � ._. `,�:.. cr. .4..�: .. —.._
.{� ` .r,; �.•,• fry •v.y'. •', •'� :~ j:•'~ Tat
heet
APPLICANT do CONTACT PERSON
MANNARINO BUILDERS, INC.
C/0 FRANK MANNARINO 1.��
1169 ELLINGTON ROAD I
ISOUTH WINDSOR, CONNEC77CUT
Tri >r (860) 2ft0_7n55 f
I FAX 1 (860) 289-7f21 I
. •� .' P: M00149 D: M00149NT FOLDER: MANNARINO FILE:MANNARIN0•-BL0ZIE
SEEDING SCHEDULE
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM GENERAL NOTES :
OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE THE PURPOSE OF THIS PLAN IS TO DEPICT A PROPOSED HOUSE AND STRUCTURES AND THEIR
As INDICATED BY solL TEST. RELATIVE LOCATION TO BUILDING AND PROPERTY LINES.
PERMANENT VEGATATIVE COVER
SEEDING DATES: APRIL 1 TO JUNE 15 & SEPT 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING. 1. ZONING INFORMATION "RR"
LAWN AREAS: 2. NORTH ARROW AND BEARINGS ARE BASED ON MAP REFERENCE NO. 1
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
KENTUCKY BLUEGRASS 45/.
CREEEPING RED FESCUE 45Z 3. EXISTING CONTOURS ARE COMPILED BASED ON MAP REFERENCE NO. 1 AND AN ACTUAL FIELD
10' W/DE CL&P EASEMENT & PERENNIAL RYE GRASS 10X SURVEY.
STREET TREE EASEMENT APPLY 1-3 LBS. /1000 S.F.
TEMPORARY VEGATATIVE COVER: 4. THE BUILDING SHOWN HEREON IS CONFORMING TO CURRENT ZONING REGULATIONS WITH
SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER REGARD TO FRONT, SIDE AND REAR YARD SETBACKS.
L 0 T 6PERMITTING. USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER:
GAS SERVICE ANNUAL RYE GRASS loox CONTOURS AND LOCATION OF EXISTING UTILITIES
5. CONTRACTOR SHALL VERIFY EXISTING CONTO
I APPLY 1 LB./1000 S.F. � s
CB #3 2�' 12' I TF=299.8 4 ' CONC. VICE
PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED FOOTINGS AND FOUNDATION.
�
T, E, T V SER
<B Y 0 T HERS> I SIDEWALK `300
I I 945 nn 8 6' 9Q 6. METAL WASTE CONTAINERS SHAI i RF PRnvinPn AT TUC cITC T/1 r nr`il i-r nm r , i it
• � ° �`� n l I IL JI I L I U r H�,ILI I H l t I I—It
—!- ° I COLLECTION OF REFUSE MATERIAL GENERATED FROM CONSTRUCTION ACTIVITIES.
EDGE OF ROAD I I �, 300 S82 28 25 E
-I- -- -' _ _ :� — — -" SUCH MATERIAL SHALL NOT BE BURIED OR BURNED AT THE SITE.
l T YP. —
I
o' 10' S/DE YARD c'�
302 �' �� _ 7. TREE STUMPS AND BLASTED ROCK MATERIAL SHALL NOT BE BURIED AT THE SITE.
SANITARY SERVICE �'=r CS
z I W/ PUMP
— 8. UNDERGROUND FUEL STORAGE TANKS SHALL BE PROHIBITED TO REDUCE THE POTENTIAL
— � FTG DRAIN WIPOOENT OF CONTAMINATION TO WETLANDS. WATFRCOHR�F� ANin r_Rn11NInXn/ ATI D orc,nIIInr,l-c-
I
— �/ -lIVI.JYY/-"11 LI\ I\L-DUUfCI-CJ.
-� -_-__� i F 1G ORA%N `� TRAP AT OUTLET' I - -
p i i FL = 299.5' FL = 298.0'
j� �o 9. HEALTHY MATURE TREES SHALL BE PRESERVED AND SAVED WHEN POSSIBLE. SAID TREES
/� I
SHALL BE PROTECTED WITH THE USE OF HIGH VISIBILITY CONSTRUCTION FENCE DURING
W I W - , PROP . 3-BEDROOM L; CONSTRUCTION OR OTHERWISE PROTECTED AS REQUIRED BY STAFF.
p i WOOD FRAME i I �`9�
SANITARY � I W� ER Q , BF EL . 300. 5 LOT 7 I 10. INSTALLATION OF SOIL EROSION AND SEDIMENTATION CONTROL AND STABILIZATION
FORCE MAIN S i VICE ; TF EL . 308 . 5 o MEASURES SHALL BE THE PERMITTEE'S RESPONSBILITY. ONCE INSTALLED THESE MEASURES
U
(B Y 0 THERS) FF EL . 309 . 5 -- 381 S . F, SHALL THEN BE INSPECTED BY THE ENVIRONMENTAL PLANNER PRIOR TO LAND DISTURBANCE
- �
_ i z _ Sc�S Q ,
oInc� ILn � -7 ,- A ,., ,_, r- �- _ I ACTIVITIES. AFTFRWQRDB IT TI4P'NI cu Al I RC TuE' nr-pk AITTI- P1rr.r�r.. .....-.. _
WATER MAIN � Lr? - I � �---� oo i 3 0 4 , t U • tS .� � /��, h' � � ) U-)
LTV �1 ir�LL L.JL I I IC rCrC IVII I I ttJ I-<t Jt-'UIVJItSLI I Y 'I U
c>` In r� �� INSPECT THESE CONTROL MEASURES DURING, AND IMMEDIATELY FOLLOWING, SUBSTANTIAL
(BY OTHERS i ° ! nog° o - i --_J W I o� OPEN SPACE „2 11 STORM EVENTS AND MAINTAIN AND/OR REPLACE THE CONTROL MEASURES, WHEN NEEDED,
LLl I rr PROP . 3 CAR ON A REGULAR BASIS UNTIL THE SITE IS VEGETATIVELY STABLI
I I 47.04' GARAGE ; N (TO BE DEEDED TO BE REPLACED EVERY 60 Y ZED. HAY BALES SHALL
GF EL 307 . 5 I TOWN OF SOUTH WINDSOR) DAYS. THE ENVIRONMENTAL PLANNER IS HEREBY AUTHORIZED
O I i 77.0' i ��o TO REQUIRE ADDITIONAL SOIL EROSION AND SEDIMENT CONTROLS AND STABLIZATION
i I I MEASURES TO ADDRESS SITUATIONS THAT ARISE ON THE SITE.
ANTI-TRACKING `A ! _ BIT. DRIVEWAY ma`s Sc, CONSTRUCTION SEQUENCE
_ � r
afiy CY) (2% MAX. SLOPE ) STOCKPILE . D1.ACE SILT FENCE OR STAKED HAY BALES.
AREA
ICIDo
0 = 3046 ' 12 2. INSTALL ANTI-TRACKING PAD.
---♦ 10'► -- SIDE YARD
R = 275. 001 + , 3. CLEAR AND GRUB.
L = 18. 10 ' i 37.50'
1306 N78° 42'13"W 4, CONSTRUCT HOUSE AND DRIVE.
r
r
5. TOPSOIL, FERTILIZE, SEED AND MULCH MUST BE IN PLACE AND STABILIZED
r (IF NOT WITHIN SEEDING SEASON) PRIOR TO CERTIFICATE OF OCCUPANCY.
r
r
LOT 8
APPLICANT oN� E G E�\� G /V D
1. WILFRED AND CANDACE LEON c�� ■ monumsnt found O „el
O O0O O ❑ monuinent not found test hole /ocotion
155 WINDEMERE AVENUE UNIT 302 ELLINGTON, CT 06029 �oo� 0 iron pin found � perc. test /OCoti On
0 iron pin not found,(.\� --------- footing drain
property line ————UD———- underdroin
090 o n/f now or formerly — —SCS— — sed. control system
Oct °C --- r�-1
00 OOO 00 O proposed contour shrub
MAP REFERENCES : 2'' TRAPROCK 610 existing contour hedges
°
(4" MIN. COVER) 6709 prop. Spot a/evation CCDbushes
1. ''STONE CROSSING OPEN SPACE SUBDIVISION - RR ZONE, PREAPARED FOR MANNARINO BUILDERS, INC., 610x4 exist. Spot elevotion evergreen tree
SUBDIVISION PLAN, EAST SIDE - AVERY STREET, SOUTH WINDSOR, CONNECTICUT, SCALE 1 IN. = 40 FT,
bit. curbl ine rr1-T� tree line
DATE OCTOBER 31, 2001, REVISION DATES TO 3- 18-02, ALFORD ASSOCIATES, INC., WINDSOR, CT"
ANTI - TRACKING PAD DETAIL --------------- edge of bit. rood Q deciduous tree
— — — edge of grove/ rood =I I I=I I I ledge outcrop
NOT TO SCALE G gos min streom
v-U— woter main edge of woter
E underground electric `� `. wetlond
-- underground telephone ° wetland limit
NOTES AND DECLARATIONS • �—TO MY KNOWLEDGE A � — — - `AND BELIEF, THIS MAP IS SUBSTANTIALLY — sanitary sewerline choinlink fence
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, CORRECT AS NOTED HEREON. wotergote volve fence
SECTIONS 20-30OB-1 THRU 20-30OB-20, THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT Oo manhole Stonewall
❑
ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS A LIMITED PROPERTY/ cotch bosin retoining wo//
BOUNDARY, THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY, THE HORIZONTAL ACCURACY CONFORMS utility pole TO A-2 AND THE VERTICAL ACCURACY CONFORMS TO T-2. guy wire
- 'i *— y pole w/li ht
CA MEN G LIANO, L.L.S. NO. 15769 DATE
THIS MAP NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF THE SURVEYOR AND ENGINEER. 14 FIELDSTONE DRIVE
SOUTH GLASTONBURY, CT 06073
TEL. (860) 633-1151
REV. DATE REVISIONS DESCRIPTION DESIGNER: D.A.B.
CARMEN GIULIANO L.S. �� co
".F�,, IMPROVEMENT LOCATION SURVEY - PROPOSED FILENAME:
SCALE IN FEET , �� - uvli��
PREPARED FOR
DRAFTER: D.A,B. Licensed Surveyor, No. 15769 %�P ����� 'z:� lot7.dgn
2,0- 40 #:" `.='�' °: WILFRED AND CANDACE LEON
. quo.�s�ss ,
SCALE 1 - 20' 14 Fieldstone Drive :� � DATE:
w CHECKED BY. C.G. .• LOT #7 (STONE CROSSING SUBDIVISION) 06-15-06
South Glastonbury, CT 06073 •''
•'Lj- (860) 633-1151 woo STONE CROSSING Iy� ���,�e SHEET NO.:
DATE CHECKED: 08-15--05 SOUTH WINDSOR, CT 1 of 1
(Home use only)
LEGEND o K p v 1-- 1 E
�2 PARTRIDGE LAidE v co >.o tl o w
j it
EXISTING DESCRIPTION w 0 ^ td C
X O mm N y 0
ORINGS 12' MIN �Q2 0 m D! 0 U N c, iu cc'a-
F SITE LL ono
BORING TEST PIT LOCATION U z N a O o o z
v7 co co a
HITCHCOCK CHAPMAN 0 � co
H m
6" THICK LAYER OF RIP RAP FQO war CIR. (Pvt) TALCOTT '� STEVENS z m a
OMMUNICATION CONSISTING OF SOUND, TOUGH, D 3 •D
cx OVERHEAD COMM. LINES CABLE, TEL, ETC. 'A ROAD - x
� PLACED OVER EOTEXTILE.DURABLE AND ANGULAR OCMAXIMUM 0 i �a
O _ O lJ l RIPRAP SIZE TO BE 4 INCHES AND SEDGEINCK 10 1111 � o d M
- cx- - - cx- APPROX. UNDERGROUND UUMMUNIGA IIUN LINE) NOT"""' -"-- -_ 1 - --S " '" ^
ONTROL POINTS O 0 O O O�� INCHES.
THAT 10� LESS THAN 2 �� p /p R. sM/n� CR sSNG �O'T STONEP� co z
W a
U O O SCHOOL m
BENCHMARK OOOOOO z^
O O O KINGSLEY z r-
Z O O O NOTES: :. C ` s DRIVE UJI00
1. INSPECT CONSTRUCTION EXIT WEEKLY lq Hq SFr >-
OMESTIC WATER � O O O HF 0 ND� � � p
O O O AND AFTER EVERY MAJOR STORM EVENT R/VF R COR o F9 ■� a s
- - - - - +X- APPROX. WATER MAIN a O O O O O�� 2. WASH WATER, IF USED SHALL BE N�R,s� S �� °°� = y a a
- - wsx - - - wsx- APPROX. WATER SERVICE O O O DIRECTED TOWARDS A SEDIMENT SIZEDcc
O O O FOR SITE CONDITIONS. wFc��s ��F s`Y ■� I-La
w, O O O 3. STONE SHALL BE REMOVED/REPLACED
pd WATER VALVE 0�O�O 0k WHEN EXCESS LEVELS OF MUD ARE ;a
FIRE HYDRANT L I O O O O O -'C\ OBSERVED. NS,�I^``� �� C/ v Ml
IGHTING O O O �,Qoss/ 4, RC(F
POLE MOUNTED LIGHT STREET tu
ATURAL GAS
pd GAS VALVE CONC, MON. DISC LOCATION PLAN S °
- Gx- - - Gx- APPROX. GAS MAIN
CONSTRUCTION ENTRANCE a � it
1n=1000 „ a h a
- - Gsx - - - Gsx - APPROX. GAS SERVICE LINE N.T.S.
OWER
33b �
EX CB
g $ E a
Eox ELECTRICAL LINES, OVERHEAD � TF.•29878
- - EUx - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND
� UTILITY POLE INV.•291.74�15" CPP N�
y A S
INV.•291.7515" CPP W N F
`� UTILITY POLE WITH LIGHT QUN ZENG & LANG XU J
I Q (VOL. 1933 PG. 236)
L
UTILITY POLE WITH TRANSFORMER ' " I NOTES.•
EX CB
1. PROPERTY IS IN THE RR ZONE.
ROPERTY IF-298.84 2. PARCEL CONTAINS 36,381 SQUARE FEET OR 0.835 ACRES. �
10' WIDE CL&P EASEMENT
PROPERTY LINE ^ I AND STREET TREE EASEMENT J. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DATUM IS BASED ON O
NA V088.
EASEMENT LINE i - - 4. SETBACK INFORMAT/ON TAKEN FROM APPROVED OPEN SPACE SUBDIVISION C O
PLANS, SEE MAP REFERENCE R. SETBACKS DEPICTED ALSO MEET
IRON PIPE 29g" /r ANY IRRIGATION LINES IN THE VACINI'TY r//aQ�n/r nA�nl cpe�� c�rae�/� /aEnl//a�AA�A/rc O
..` OF PROPOSED IMPROVEMENTS VOIL """" "' "' "`" """""'""'
® I R. 3/4 5. PROPERTY DOES NOT FALL WITH/N THE LIMITS OF A FLOOD HAZARD ZONE D- D L
IRON ROD I ,,,� NEED TO BE RELOCATE N (,�
AS DEPICTED ON.- 'FIRM FLOOD INSURANCE RATE MAP NUMBER 0 J O
0 MONUMENT x300.4 'J v ` - ' 0900JCOJ84F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY ¢ N N
-- _ 2s9.6 r S82;31•¢)-�'24IIIIIIIIIIIIIIIIIIIIIl 5 PANEL 384 OF 675 COMMUNITY NUMBER 090036 EFFECTIVE DA TE. SEPT. W N O
OADS Nx �, 10 - �® - E 0O, 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE Lu E
GUARD RAIL + x� r,, 2 _ SY�SE N A4�� '' 3 _ illillillill ADMINISTRATION °
340 f I I ,30 I 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED
-� OR SIGN ��`^ 1 / -SEWER PUMP _ _ .- �� "-- _ 'itr \ AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD
�. 7 - Gsx /- _ csx �.1 CHAMBER _ �"� y2g9 ��"' - � ar.,r MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR �
ITE FEATURES 70.00, Gsx __ - - - __ ___ __ ��C 9 ■� "" GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER O
PAD c ` `� 1- 8e x 297.5 +wrR \ L R. 314 SOURCES THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN N
•• • EDGE OF WATER �15' -- f Gs� _ 4 NA TURF. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE,
x x x x- BARBED WIRE FENCE i I /1 s / ` ss> _ _ �::;., : - c `�� \ \ `'�6, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. 0 N m m
SEWER C�IECK / ssx \ ` x296•6 \ 6" CPP THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE \ o
0 CHAIN LINK FENCE I f VALVE j ./'• - \ /A'R� �. \, FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR w� w N a Q v
/ _ - INV.•297.10 o a \ w i _
10,%PEAR , a-'" �' 28 -- c -- - -- TO CONSTRUCTION. a v o o• o o v m
RAIL FENCE 30�I / / / k 8" PINE Gyp \ - 301 \ \\ 7. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND
STOCKADE FENCE n -� x / / /"30 180' H { CONC. \ �` \30 UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF
�` _ ca PAD \ �/ \ �� CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM.
WIRE FENCE 05< r ^ ^ \ \
N072813"E - 5 T \ \ 0 \ \
STONE WALL / d j� x I x305.3 ` \,• \ \ \
1122.29' I f - x 9 \ \ F-
Q OR € TREE j x wsX f/ // 306.5 30' �, \ �tP�CONC "�� \ \ \
TREE LINE 302_� ` / ' / / ' 06 v :: : . . O 1 533"2se.s \ V
ANITARY SEWER ` • .-�. .� ` h x V
�\ \ V W t a
x 303.1 _ O cp i I Z
- sx- - - sx- APPROX. SANITARY SEWER MAIN 1 ' ' / j 9; ::.:. V h x305.68 k9 305XO S¢3� \ N Z
1y00D 30y \ V, Z
- - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE _INE x t 1 I EXIST/ h DECK 1 0 0
NG HOU
sQ SANITARY SEWER MANHOLE I ^21 p' N 765 FF GA870 SE 10.0, p�4VE,Q PR 1 U
PEAR -:-' o '�' 306.64 4T/O 5-" I \ OPbSED ry
SEWER CLEAN OUT 303 /� Li 30 3oy5 \OOL W42 \ , `99. W 0
TORM SEWER I �' I / ' I � 700, ^ �O �. �' x ��� Z
0 cn
V O N/F 3 01. \
- -- APPROX. STORM DRAIN PIPE 474' v .0, WILFRED & x305.52 �Ss I Z
a I i I CANDACE LEON vk 1 } ' O V 3
O STORM DRAIN MANHOLE i 3 ®I I ^ (VOL. 1671 PG. 203) , \ N/F _
---_/ x 300.5 TOWN OF SOUTH WINDSOR
® CURB INLET ' I 30g 113 F--
CONC. MON. DISC j r 70 75, N x 305.9 x0 7' 1 (VOL. 1703 PG. 275)
Fo CATCH BASIN x I �p . a 0
ti x f I x 306.65 \
OPOGRAPHY
m - - - -95- - - - - CONTOUR 304 3p39� I �2" I M MAP REFERENCES
x 304.8 S0728'13"
X 61.95 SPOT ELEVATION I I ^ _ f PROPOSED x o W 1. STONE CROSSING OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR
' l SHED J 30 N p 156.55 MANNARINO BUILDERS, INC. SUBDIVISION PLAN EAST SIDE - AVERY STREET
ETLANDS �' Ux SOUTH WINDSOR, CONNECTICUT DATE.• OCTOBER 31, 2001 REVISION
m EUx - Eux B/T. D/t'Ili x 306.1 ° Z
PROPOSED
-' WETLANDS LINE ' E FENCE �� +' 24.0' \ \ W 2-20-02 SCALE 1 IN. = 40 FT. SHEET 3 PREPARED BY ALFORD
x 306.34 52.3' �? ASSOCIA TES, INC. m
! O \
POOL EQUOIPMENDT 16.p' �
/ A=3 0442" J x 305.6 V:g.0' \ 3
R=336.68' 246.A,3• �r- 10'Ssee x 302.6
O o L=18.09' N78• ,
\ LC=N0971'06"E „�5 _ _
0, 18.09 PROPOSED �� `� ` V)
CONSTRUCTION os Z
ENTRANCE 'w"" Q
th
V)
L11
PROPOSED --
o ✓AMES F. & ✓ANICE L. LAVANGIE SILT FENCE
(VOL. 1560 PG. 158) \��� O C 0
F NNF .,
,JAM
Na �Q I•��lO F�. Cc
1. SET POSTS & EXCAVATE A 6"x6" 2. STAPLE GEOTEXTTLE TO POSTS. = �`
1
o TRENCH UPGRADIENT OF POSTS. 3 9 %; w
</ �k'. F-
� ANGLE POSTS
5• UPGRADIENT }I `
> OST GEOlEX11LE z
0112- 22
m 95 r12" v0•
J
' 11 I ' L - SURVEY NO TES' LL
I THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF r
jai =III CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 IHRU 20-300b-20 AND THE Z z
"STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE W
STATE OF CONNECT/CUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
3. EXTEND GEOTEXTILE INTO TRENCH. 4. BACKFILL TRENCH AND SURVEYORS, INC. ON AUGUST 29, 2019. W L W °
� COMPACT EXCAVATED SOIL. r
N • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY AND IS INTENDED TO
DEPICT THE LOCATION OF EXIST/NG AND PROPOSED CONDITIONS RELATIVE TO O EWEb
j ps .a PROPERTY LINES.
Dcn OC �: • THIS IS A RESURVEY BASED ON MAP REFERENCE/1. 0 U)
1>1 GEOIEXTILE ` COMPACTED BACKFlLL ��` Q� C � HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS lERTICAL ACCURACY J O
:m ; MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 _j N
STANDARDS.
e N
N0. 16'166
= CENS 4, TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED
ol �Q'S U'a -� HEREON. SHEET
Zcn SILT FENCE .�
N.T.S. C/-� 16766 _
v D. CLARKE, L.S LIC. NO.
di
a�
Lt
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
/l(/ /�VT_# _ Reviewed By p (Engineering)
W D 0 I�� Date Reviewed 7 p enie ��IQ1cG
L,�/ ,SOUTH WINDSOR,CT Reviewed By anning)
BP # Ph #_860 �8 Date Review �� /Denied
Date Submitted_ (JAj6 pip� ***** FOR BU ING P IT
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/applicant
_ 2. Name, address & phone number of plan preparer
_ 3. Zoning Information - i.e. zone, open space,
floodway, street address.
Qa
4. Plot Plan at 1" = 41QI scale
a. Subdivision reference, abutting properties, etc
—L� b. Easements of record
c. Lot description, bearings, building lines,
distances, area, etc.
d. Contours, existing & proposed, 1 or 2 ft.
interval where appropriate
e. Building location with dimensions.
Elevations of proposed finish floor, garage
floor & centerline of road at driveway
f. Elevations of gravity drainage systems, sanitary
& foundation drain at the house and the street
g. Tentative utility location (gas, water,
electric, septic system, etc.)
h. Title block with name and address of preparer,
date, appropriate certification, live seal and live
signature consistent with the Board of Registration
requirements. (P.E. & L.S. )
5. Sedimentation and erosion control
6. Special Planning & Zoning, Inland/Wetlands
considerations (Plans on file w/Town Clerk) pp COMMENTS: �c..•Q '4�I'GS t e1w..t� CT Q4%"+'�f�p��i
�{,ntt� alL�rtSS
Sea l 4.4ACI
cry -m 0W,re7Z- _6 _-7 ��
/ o
•�v V i V ✓
2004 TRUSSED VALLEY SET DETAIL ST-VALLEY3
GABLE END,COMMON TRUSS LIVE LOAD=30 PSF(MAX) NOTE:VALLEY STUD SPACING NOT
OR GIRDER TRUSS DEAD LOAD=15 PSF(MAX) TO EXCEED 4T O.C.SPACING
D.O.L.INC=1.15
ASCE 7-98(MWFRS)100 MPH
--- --- -- -- —
'1 11 • N • 11 N 11 r 11
1
1 ' • It 11 / �
''
• 1
1
• 11 1�
4 y r BASE TRUSSES
VALLEY TRUSS TYPICAL ti TYPICAL(24-O.C.)
(24"O.C.)
LLJ-
-LLL LL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
P 12 5 (24-O.C.) OR GIRDER TRUSS
6
r
7
Y i
a
SEE DETAIL
A,B.OR C
BELOW(fYP.) p
12 11 10
TOE-NAIL VALLEY TO
BASE TRUSS W/
(2)16d TOE NAILS ATTACH 2x6 CONTWOUS NO.2 SPF ATTACH 2x4 CONTINOUS NO2 SPF
TO THE FACE OF THE ROOF W/TWO BLOCK TO THE FACE OF THE ROOF W/
16d(.131"x 3.5)NAILS INTO EACH TWO 16d(.131'x 3.5)NAILS INTO EACH
US
BELOW TRUSS BELOW. EACH TRUSS BELOW
MUST HA A BLOCK ATTACHED TO IT.
TOE-NAIL VALLEY TO
_. BASE TRUSS W/
VALLEY SS (2)16d TOE NAILS
RESTS O 6
DETAIL A
(GREATER THAN 3/12 PITCH)
DETAIL B
ATTACH BEVELED 2x4 CONTINOUS (3/12 PITCH OR LESS)
NO.2 SPF TO THE FACE OF THE ROOF
W/TWO 16d(.131'x 3.57 NAILS INTO
EACH TRUSS BELOW
ATTACH VALLEY TO
BEVELED 2(4 W/
P (2)16d TOE NAILS
DETAIL C TOE-NAIL VALLEY TO
(GREATER THAN 3/12 PITCH BASE TRUSS W/
LESS THAN 12/12 PITCH) (2)16d TOE NAILS
1. INSTALL BASE TRUSSES.
2.APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES.
VALLEY TRUSSES MAY PROVIDE BRACING IF SHEATHING IS NOT APPLIED.
BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EOUIVALENT
TO VALLEY TRUSS SPACING(NOT TO EXCEED 2C O.C.).
3. INSTALL VALLEY TRUSSES(24-O.C.MAXIMUM)AND SECURE TO BASE
TRUSSES AS PER DETAIL A OR B ABOVE,
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS.
,JfTo
5, 2000 CONVENTIONAL VALLEY FRAMING DETAIL TST VALLEY1
LIVE LOAD=30 PSF(MAX) NOTE:
GABLE D.COMMON TRUSS RIDGE BEAM DEAD LOAD=15 PSF(MAX) 44r O.C.MAXIMUM POST SPACING
OR GIRDER TRUSS (SEE NOTE t'6) D.O.L.INC=1.15
BO MPH WIND
y ; N N N • Y J f
1
N 11-
y
VALLEY PLATE
(SEE NOTE 94)
POST
VALLEY RAFTERS '1 (SEE NOL,48B)
(24.O.C.MAX)
TRUSS TYPICAL
(24.O.C.)
POST GABLE END.COMMON TRUSS
S (SEE NOTES t8) OR GIRDER TRUSS
P 12 4 6
3 7
2 e
1 9
13 12
11 10
TRUSS MUST
BE SHEATHED
CONSTRUCTION SEQUENCE(ALL MATERIAL MINIMUM 92 OR BETTER)
1. INSTALL BASE TRUSSES.
2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES.
IF SHEATHING IS NOT APPLIED.PROVIDE 2x4 PURLINS AT 24'O.C.ON
THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY
FRAMING. CONNECT PURUNS TO EACH TRUSS WITH(2)-16d NAILS.
3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS.
4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH(2)16d NAILS.
5_ DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF
THE(a.)GABLE END.(b.)GIRDER TRUSS OR(c.)COMMON TRUSS TO THE ROOF SHEATHING.
6.SET 2 x 6 t2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48'O.C.. BEVEL BOTTOM OF
POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH(4)10d NAILS.
FASTEN POST TO ROOF SHEATHING WITH(3)10d TOE-NAILS.
7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER SPACING
IS 24.O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH(3)16d TOENAILS. FASTEN VALLEY
RAFTER TO VALLEY PLATE WITH(3)16d TOE-NAILS.
8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 46'O.0(OR LESS)ALONG EACH RAFTER.
INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS
WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH(4)10d NAILS. FASTEN POST
T- '..ATHING WITH(3)16d TOE-NAILS. FOR PURLIN APPLICATION.CONNECT 2x4 POST TO FACE
C 'CHORD WITH(4)-10d NAILS.
POSTS SHOULD BE 2 x 4 82 OR BETTER SPRUCE PINE FIR.DOUG FIR LARCH OR SOUTHERN
YELLOW PINE POSTS EXCEEDING 132"SHALL BE INCREASED TO 4 x 4 OR BE PRE�4SSEMBL.ED
(2)PLY 2 x 4s FASTENED TOGETHER WITH 2 ROWS OF 1Od NAILS 6'O.C..
a -
` Contractor Copy of Order
WORK ORDER # 15410 Ordered On:09/14/06
181 GOODWIN ST Projected Delivery By. 09/30/06 **
ENGINEERING PO BOX 51027 Requested Delivery: To Be Confirmed
CORPORATION INDIAN ORCHARD, MA 01151
Job: FRED & CANDICE LEON
MANUFACTURERS OF ROOF&FLOOR TRUSSES
Phone(413)543-1293 Fax(413)S43-1847 Toll Free(800)4564187 I� �-
LOT 8 STONE CROSSING
SOUTH WINDSOR, CT
Sold To:Kelly-Fradet Lumber- Prosp. PO:J5A-LE08ST
92 Prospect Street P.O. Box 1269
Enfield, CT 06083 Ordered By:MARK
Attn:MARK
Phone:(860)-745-3331 Our Salesman:John Goodrich
Cancellation Date: 09/25/06
**Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date.
Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE.
SPECIAL INSTRUCTIONS: HOLD HEEL PLATES IN ON ALL TRUSSES TO ALLOW FOR
TRIMMING.
LOADING TCLL-TCDL-BCLL-BCDL
ROOF TRUSSES INFORMATION 30.0,10.0.0.0,10.0 ROOF TRUSS SPACiNG:24.0 IN.O.C.(TYP.) LAYOUT BY:WCMDN:02/21l06
PROFILE IQTYI PITCH I TYPE BASE O/A I LUMBERI OVRHG/CANT SHIPPING UNIT UNIT TOTAL
PLY I TOP I BOT I TRUSS ID SPAN SPAN I TOP I BOT I LEFT I RIGHT WIDTH WEIGHT PRICE PRICE
® I MONO TRUSS 07-OS-02 39
2 10.00 0.00 01 08-01-08 08-01-08 2 X 4 2 X 4 01-04-08
7 10.001 0.00 01 BJACK 06-03-08 06-03-08�2 X 4 2 X 4 -]- --- 07-05 02 I 33
JACK 06-01-08 06-01-08 12 X 412 X 4 01-4-081 -- 05 09 02 24
4 10.00 0.00 02
4 10.00 0.00 J 03K 04-01-08 04-01-08 I2 X 42 X 4 01-04-08] 04-01-02 13
I
4 10.00 0,001 J 04K 02-01-08 02-01-08 12 X 4 2 X 4I01 04 68] 02-05 02 L 8
MONO TRUSS 04-08-03 20
5 10.00 0.00 05 04-10-00 04-10-00 2 X 412 X 4 01-W4 8
a� 4 10.001 0.00 J 06K 02-10-00 02-10-00 12 X 4'2 X 4 01-0408� 03-00-03 I 10
7 10.00 0.001
MON007TRUSS
09-03-04 09-03-04 2 X 4'2 X 4 01-00-00] 08-04-09 I 48
MONO TRUSS 06-08-09 111 28
4 10.00 0.00 08 07-03-04 07-03-04 12 X 4 2 X 4 01-00-00]
..l- 4 10.00 0.00 J 09 K 05 03-04 05-03-04 2 05 00-09 I 16
a JACK ---- 03-04-09 I 11
4 10.00 0.00 10 03-03-04 03-03-04 2 X 4 2 X 4 01-W-60 `
JACK I 01-00 q-O 04-11-01 16
6 10.00 0.00 11 04-05-06 04-05-06 12 X 412 X 6 00-04081
2 Ply 10.00 0.00 11GK 04-05-06 04-05-06 12 X 4I 2 X 6 010-04-08] 1 04-11-01 19
s JACK 01-00 001 1
2 10.00 0.00 12 02-05-06 02-05-06 2 X 4I 2 X 6 06 04-08 03-03-01 10
JACK i 01-00-00 05-01-04 17
I 1 10.00! 0.00 13 04-08-00 04-08-00 12 X 4 2 X 6 00-o4-04
I JACK I 0104--00-00 I-- __ 03-05-04 10
.'� 3 10.00� 0.00 14 02-08-00 02-08-00 2 X 4 2 X 6 00- 0-4
JACK I 1 02-07-10 I 9
.ems 1 10.00 i 0.00 14B 02-08-00 02-08-00 2 X 412 X 6 l
Contractor Copy of Order
WORK ORDER # 15410 Ordered On:09/14/06
181 GOODWIN ST Projected Delivery By: 09/30/06 **
ENGINEERING PO BOX 51027 Requested Delivery: To Be Confirmed
CORPORATION INDIAN ORCHARD, MA 01151
Job: FRED & CANDICE LEON
MANUFACTURERS OF ROOF&FLOOR TRUSSES
Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187
LOT 8 STONE CROSSING
SOUTH WINDSOR, CT
Sold To:Kelly-Fradet Lumber- Prosp. PO:J5A-LE08ST
92 Prospect Street P.O. Box 1269
Enfield, CT 06083 Ordered By:MARK
Attn:MARK
Phone:(860Y745-3331 Our Salesman:John Goodrich
Cancellation Date: 09/25/06
**Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date.
Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE.
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:WCMON:02/21/06
INFORMATION 30.0.10.0.0.0.10.0
PROFILE IQTYI PITCH TYPE BASE O/A LUMBER OVRHG/CANT SHIPPING UNIT TOTAL
�' PPLLYI TOP eoT TRUSS ID SPAN SPAN TOP sot NEXT RIGHT WIDTH WEIGHT PRICE PRICE
t1 12 P 10.00 0.00 MONO TGRUSS 03-03-04 03-03-04 I2 X 4I 2 X,51 04"02"09 I 18
JACK I1
2 10.00 0.00 16 02-03-04 02-03 04 2 X 4 2 X 4 01 00 00 02-06 09 JI 9
6 10.00 0.00 MONO 7 RUSS 02-05-04 02-05-M 2 X 4 2 X 4I ---- 02-05 OS I 8
111
MONO TRUSS 06-07-02 I 28
3 10.00 0.00 18 07-01-08 07-01-08.2 X 412 X 4 01-00-00
JACK 04-11-02 16
4 10.001 0.00 19 05-01-08 05-01-08 2 X 4 2 X 4 01-00-00
•'L 4 10.00 0.00 J 20 K 03-01-08 03-01-08 12 X 4 2 X 4 01-00:001 -- 03-03 02 1 11
® 14 10.00 O.00I MONO 1 TRUSS 08-04-04 08-04-04 2 X 4I 2 X 4 01-00-00] 07-07-07 I 40
JACK I 105-11-07 1 25
2 10.00 0.00 22 06-04-04 06-04-04 2 X 4 2 X 4 01-00-00
2 10.00 0.00 J 23 K 04-04-04. 04-04-04 2 X 4�2 X 4 01-00-00� - "03 07 I 14
ILL 2 10.00 O.00I J 24 K 02-04-04 02-04-04 2 X 4I 2 X 4 01100:00l 1 02-07-07 I 9
3 10.00 0.00 J 25 K 06-10-08 06-10-08 2 X 412 X 4 01-04:08] 06 04-10 27
/ JACK 04-08-10 I 15
3 10.00 0.00 26 04-10-08 04-10-08 2 X 4�2 X 4 01-04-08
f 1 10.00 0.00 JACK 26B 1 03-06-00 03-06-00 2 X 612 X 4 1 04-08 10 12
a JACK
3 10.00 0.00 27 02-10-08 02-10-08 2 X a 2 x a o 1-04-08 --"-- 03-00 1 o I 10
1 10.00 0.00 7BK 01-06-00 01-06-00 2 X 6I2 X a 1 i 03-00 10 1 6
�1 MONO TRUSS
ts.1 7 10.00 0.00 28 03-00-08 03-00-08 2 X 4 2 X 4 1 04 02-12 16
MONO TRUSS
® 2 7.07 0.00 CJ01 11-05-02 11-05-02 2 X 4I2 X 4 01-10-00] -- 07-04-04 I 53
® JACK
2 7.07 0.00 CJ02 06-09-04 06-09-04 2 X 412 X 4 1 01-11 051 04-07-05 I 28
1 2 7.07 0.00 MONO TCJ03 USS 13-00-09 13-00-09 I2 X 4)2 X 4 01-05-00]----- 08-03-11 67
JACK 0-
1 1 7.07 0.00 CJ04 06-02-12 06-02-12 2 X 412 X 6 01 os101 1 44-10 02 � 30
Contractor Copy of Order
WORK ORDER # 15410 Ordered On:09/14/06
181 GOODWIN ST Projected Delivery By: 09/30/06 **
ENGINEERING PO BOX 51027 Requested Delivery: To Be Confirmed
CORPORATION INDIAN ORCHARD, MA 01151
Job: FRED & CANDICE LEON
MANUFACTURERS OF ROOF&FLOOR TRUSSES
Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187
LOT 8 STONE CROSSING
SOUTH WINDSOR, CT
Sold To:Kelly-Fradet Lumber- Prosp. PO:J5A-LE08ST
92 Prospect Street P.O. Box 1269
Enfield, CT 06083 Ordered By:MARK
Attn:MARK
Phone:(860)-745-3331 Our Salesman:John Goodrich
Cancellation Date: 09/25/06
**Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date.
Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERYDATE.
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:WCMDN:02/21/06
INFORMATION 30.0.10.0,0.0,10.0
PROFILE ICITYI PITCH TYPE BASE O/A LUMBER OVRHG/CANT SHIPPING UNIT UNIT TOTAL
PLY TOP eor TRUSS ID SPAN SPAN TOP eoT LEFT I RIGHT WIDTH WEIGHT PRICE PRICE
JACK l 01 05-00-12 32
2 7.07 0.00 CJ05 06-07-03 06-07-03 2 X 4.2 X 6 00 06 00
1 7.07 0.001 MONO CJO6 TRUSS
05-11-12 05-11-12 I2 X 412 X 4101-05-00] 04-01-11 24
.�1 2 7.07 0.00 MONO O07 10-00-03 10-00-03 I2 X 412 X 410f-O6
-00l - 06-06-04 46
® 1 7.07j 0.001 MONO 008USSI11-09-00 11-094012X4I2X416f-65-001 07-0609 I 55
�{ MONO TRUSS' 111I
�SL`1 1 7.071 0.00 GJ09 09-07-15 09-07-15 12 X 412 X 4 1 01-10.09] 06-03-12 I 45
MONO TRUSS 11
® 1 7.071 0.00 CJ10 07-08-09 07-08-09 I2 X 4i 2 X 4 ----- O6 03 12 I 40 1
1 7.07 0.00 CJ71 05-11-05 05-11-05 12 X 412 X 6 03-04-15] 04-01-14 1 21 1
61Y Jl`1:L�I 2 Ply 10.001 0.00 G01 32-03-00 32-03-00 12 X 4 2 X 6 01-00-00 j 01-00-00 07-05 02 111 191
12 Plyl 10.00 0.00 G02 29-06-08 29-06-08 2 X 4i 2 X 6 Of-66:db]00-0408�1 HIP OS-04-09 I 189
( 1 SPECIAL I !!!
[ r 2 Ply 10.00 0.00 G03 17-04-04 17-04-04 2 X 4I 2 X 6 JI 04 02-12 I 102
Iljs=�I� 1 l HIP I 101-00-0OI01-00-00� 04_11-01 I 115
2PI Iy Iy 10.00 0.00 G04 24-10-12 24-10-12 2 X 4 2 X 6 11 111
01
�** y 10.00 0.00 S G 51AL 09-04-00 1 09-04-00 I2 X 4I 2 X 81PEC
- 05-01-04 56
PEC
2 Ply 10.00 0.001 S G 6IAL 44-10-08 44-10-08 2 X 6I 2 X 61of-00-00l oc44:bt j 11-11'02 307
1 2 Ply1 HIP. 10.00 0.00 G07 18-03-00 18-03-00 2 X 412 X 6 1 Of-00-00]I 61-00.00 1II 06-07-02 106
® 1 1 I COMMON 1 1 08-03-02 1 104 1
1 3 Ply, 10.00, 0.00 G08 16-03-00 16-03-00 2 X 4I 2 X 6
® 2 Ply 10.00 0.00 MOG09 NO HIP
35-00-00 1 35-00-00 2 X 4I 2 X 6 1 61-00-00] I 07 07-07 1 215 1
® 2 Ply 10.00I 0.001 G10 16-04-08 16-04-08 2 X 412 X 6 Of-00-00] ---
COMMON HIP 06-04-10 87 1
® 2 Ply 10.00 0.00 15 02-08 15-02-08 2 X 4 2 X 6
--� 08-06 OS I 98
HIP
5 10.00 0.00 H01 32-03-00 32-03-00 2 X 4 2 X 4 of-60-0 f-0 0]60-00� 10-09-08HIP 178
9 10.00 0.00 H02 32-03-00 31-03-00 2 X 412 X 410f-00-00] -] 10-09-08 175
Contractor Copy of Order
WORK ORDER # 15410 Ordered On:09/14/06
181 GOODWIN ST Projected Delivery By: 09130106 **
ENGINEERING PO sox 51027 Requested Delivery: To Be Confirmed
CORPORATION INDIAN ORCHARD, MA 01151
Job: FRED & CANDICE LEON
MANUFACTURERS OF ROOF&FLOOR TRUSSES
Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)4564187
LOT 8 STONE CROSSING
SOUTH WINDSOR, CT
Sold To:Kelly-Fradet Lumber- Prosp. PO: J5A-LE08ST
92 Prospect Street P.O. Box 1269
Enfield, CT 06083 Ordered By:MARK
Attn:MARK
Phone:(860)-745-3331 Our Salesman:John Goodrich
Cancellation Date: 09/25/06
k't Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date.
Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE.
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS INFORMATION 30.0.10.0,0.0,10.0 SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:WCMON:02/21/6
PROFILE I QTYI PITCH I TYPE BASE O/A I LUMBER OVRHG/CANT SHIPPING UNIT UNIT TOTAL
IPLYI TOP 1130T I TRUSS ID SPAN SPAN I TOP I BOT I LEFr I RIGHT WIDTH I WEIGHT PRICE PRICE
HIP
® I 1 10.00 0.00 H03 32-03-00 32-03-00 12 X 4 2 X 4 01-00-00101-00-00�I 09-01-02 I 177
SPECIAL � 1 11-08-09 183
1 10.00 0.00 H04 29-02-00 29-02-00 2 X 4 2 X 4 01-00-00
SPECIAL 10-00-09 166
®'LW� 1 10.00 0.00 H05 29-02-00 29-02-00 2 X 4 2 X 4 01-00-00 -
1 10.001 0.00 SPH 61� 29-02-00 29-02-00 2 X 412 X 4 1 01-00-00� 13-04-09 I 209
HIP
® 1 10.00! 0.00 H07 29-02-00 29-02-00 I2 X 412 X 4 01 00-00� 11'11 02 I 194
1 10.00 0.00 SPH 81� 27-07-12 27-07-12 2 X 4I 2 X 4 ----- 11-11-02 186
HIP
2 10.00 0.00 H09 42-06-00 42-06-00 2 X 6 2 X 6 o1-Oo-00� 11-11-02 I 329
I
MONO HIP 01_00-00 I 06-07-01 75
/--+-� 1 10.00 0.00 H10 16-07-12 16-07-12.2 X 4 2 X 4 1 11I
5 10.001, 0.00 SPH 1l� 34-00-00 34-00-00 1 1 11-11-02 235
2 X 4 2 X 6-- I--'
® HIP
4 10.00 0.00 H12 35-00-00 35-00-00'2 X 4 2 X 6IOf-00-00] 11'11-02 Illl 214
® 1 10.00 0.00 H13 35-00-00 35-00-00 12 X 4 2 X 6 016
0 001 - 12 7-07 I 217
1 10.00 0.00 MONO HIP 35-00-00 35-00-00 2 X 412 X 6 Of-00-00� 10-11-07 I 219
® 1 10.00; 0.00 MONO HIP 35-00-00 35-00-00 12 X 4I 2 X 6 01-00-001 09-03-07 223
1 10.00 0.00 SPECIAL
2942-00 12 X 4I 2 X 4 01-00=0ol 13-04-09 I� 191
SPECIAL29-10.0011 0.00 � 02-00 29-02-00 2 X 4 2 X 4I0f-00-00� 13 04-09 J 188
T02
i SPECIAL 13 04-09 1 200
1 10.00 0.00 T03 29-02-00 29-02-00 2 X 412 X 4 01-00-001 Il
ZiaECI1 10.00, 0.00 SPT04AL 44-10-08 44-10-08 2 X 6 2 X 6I01-00-00�00 04 08 11-11-02 I 326
1 10.00 0.00 SPECIAL
44-10-08 44-10-08 I2 X 6I2 X 6 Of-00-0o]00-04-08� 11-11-02 11 339
SPECIAL --Aam 1 10.00 0.00 T06 42-06-00 42-06-00 2 X 6I2 X 6 Of-00-00 11-11-02 359
1 10.00 0.00 SPT07ECIAL 42-06-00 1 42-06-00 2 X 6I2 X 6 lot o0-00�-- -- 11-11-02 373
Contractor Copy of Order
WORK ORDER # 15410 Ordered On:09/14/06
181 GOODWIN ST Projected Delivery By: 09/30/06 **
ENGINEERING PO BOX 51027 Requested Delivery: To Be Confirmed
CORPORATION INDIAN ORCHARD, MA 01151
IzX Job: FRED & CANDICE LEON
MANUFACTURERS OF ROOF&FLOOR TRUSSES
Phone(413)543-1298 Fax(413)543-1947 Toll Free(800)456-0187 I—7
LOT 8 STONE CROSSING
SOUTH WINDSOR, CT
Sold To:Kelly-Fradet Lumber- Prosp. PO: J5A-LE08ST
92 Prospect Street P.O. Box 1269
Enfield, CT 06083 Ordered By:MARK
Attn:MARK
Phone:(860)-745-3331 Our Salesman:John Goodrich
Cancellation Date: 09/25/06
**Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date.
Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERY DATE.
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:WCMON:02/21106
INFORMATION 30.0,10.0,0.0.10.0
PROFILE lQTYl PITCH TYPE BASEI O/A I LUMBERI OVRHG/CANT SHIPPING UNIT UNIT TOTAL
PLY Toa sot TRUSS ID SPAN SPAN I TOP I BOT I LEFT I RIGHT WIDTH WEIGHT PRICE PRICE
SPECIAL ----- 11-11-02 328
��, 1 10.00� 0.00 T08 42-06-00 42-06-00 2 X 612 X 6 01-00-00
L�j�L�I�I 1 10.00I 0.00 S T 91� 41-06-00 41-06-00 2 X 412 X 6 11"11 02 I 310
10.00� 0.00SPECIAL i 1 - 11-11-02 303
1 10.00; 0.00 T10 41-06-00 41-06-00 2 X 4 2 X 6
SPECIAL 1 11-11-02 1 314
1 10.00 0.00 T11 41-06-00 41-06-00 2 X 412 X 6
1 10.001 0.001 COMMON
18-03-00 18-03-00 12 X 4I 2 X 4I01-00-00]01-00-00] 08-03 02 87
® 4 10.00, 0.00 C T 30N 16-02-08 16-02-08 12 X 4I2 X 4 01-00-00� - 08-00 10 111 77
I PIGGYBACK 1 1 03-03-10 1 22
12 10.001 0.00 TP1 06-07-06 06-07-06 2 X 412 X 4 I1111
HIP CAP 1 01-07-10 1 24
1 10.00 0.00 TP2 06-07-06 06-07-06 2 X 4,2 X 4 1
` �• `` PIGGYBACK _ - -1 04-00-05 I 27
12 10.00 0.00 TP3 OS O4-02 08-04-02I 2 X 4 2 X 4
1 110.00 0.00 HI
TP4� 08-04-02 08-04-02 I2 X 4I 2 X 4 02-03-07 I 31
7 10.00I 0.00 PIGTP5ACK 05-04-02 05-04-02 I2 X 4 2 X 4 1 --- 02-09-05 18
y 1 10.0011 0.00 HIT 6AP 05-04-02 05-04-02 2 X 4I 2 X 4 01-11-05 I� 20
ALLE
9 1 10.00, 0.00 V P7 Y 04-02-13 04-02-13 I2 X 4I 2 X 4 01-09 09 111 11
1 10.00 0.001 HIT 8� OS-04-02 08-04-02 2 X 4I 2 X 4 ----- 02 04-05 I 31
- 1 10.00� 0.001 GV01 E 15.05-13 15-05-13 12 X 4I 2 X 4 1 03-05 02 111 46
°D ~ 1 10.00 0.001 GV02 E 11-05-13 11-05-13 I2 X 4!2 X 4 1 03-05-02 34
1 10.00 0.00 V V 3EY 07-05-13 07-05-13 2 X 412 X 4I ] ---- 03-01-13 21
VALLEY
1 1 10.00 0.00 VO4 03-05-13 03-05-13 2 X 412 X 4 I 1 01-05 13 8
® GABLE 1---- I 76
1 10.00 0.00 VOS 15-OS-08 15-05-08 2 X 412 X 4 -1 11-05-04
ABL® 1 10.00 0.001 GV06 E 13-05-08 13-05-08 2 X 4 2 X 4 --j-----1 09-09-04 1 57
Contractor Copy of Order
WORK ORDER # 15410 Ordered On:09/14/06
181 GOODWIN ST Projected Delivery By: 09/30/06 **
ENGINEERING PO BOX 51027 Requested Delivery., To Be Confirmed
CORPORATION INDIAN ORCHARD, MA 01151
Job: FRED & CANDICE LEON
MANUFACTURERS OF ROOF&FLOOR TRUSSES
Phone(413)543.1298 Fax(413)543-1847 Toll Free(800)456-0187
LOT 8 STONE CROSSING
SOUTH WINDSOR, CT
Sold To:Kelly-Fradet Lumber- Prosp. PO: J5A-LE08ST
92 Prospect Street P.O. Box 1269
Enfield, CT 06083 Ordered By:MARK
Attn:MARK
Phone:(860}745-3331 Our Salesman:John Goodrich
Cancellation Date: 09/25/06
'*Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date.
Only Matt Taylor or Joe Henley can issue a CONFIRMED DELIVERYDATE.
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:WCMDN:02/21/06
INFORMATION 30.0,10.0,0.0,10.0
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVRHG/CANT SHIPPING UNIT TOTAL
PLY TOP BOT TRUSS ID SPAN SPAN I TOP I BOT I LEFT RIGHT WIDTH WEIGHT PRICE PRICE
® 1 10.001 0.00 G 07 ABLE 11-05-08 11-05-08 I2 X 4I 2 X 4I-- ---' 08-01-04 I 49
I 0.00 GABLE
E 09-05-08 09-05-08 '2 X 4I 2 X 4I � I 06 OS 04 1 40
A 1 10.00
ABL
.=1 J 1 10.00I 0.001 GV09 E 07-05-08 07-05-08 12 X 4 2 X 4 ---I �-09-04 I 26
VALLEY 1 03-01-04 l 18
1 10.00 0.00 V10 05-05-08 0545-08 2 X 412 X 4 l
1 1 10.00 0.00 V V 1EY 03-04-09 03-04-09 2 X 412 X 4 1 01-05-04 I 7
LLl l 1 10.00I 0.00 V ALL V12EY 14-07-02 14-07-02 I2 X 4 2 X 4----- -`-- 06-01-06 51
ALL
:J: 1 10.00 0.00 V V13EY 10-07-02 10-07-02 2 X 412 X 4 1 04-05 O6 1 35
'. 1 10.00 0.00 VALL V14EY 06-07-02 1 06-07-02 2 X 4 2 X 4 02-09-06 ! 18
1 10.00 0.00 V V15EY 02-07-02 02-07-02 I2 X 4 2 X 4 - 01-01-06 5
VALLEY
,{jam I
Lll� 1 10.00 0.00 V16 14-01-13 14-01-13,2 X 4�2 X 4 1 05-11-02 50
�� VALLEY � _____ ____ 04-03-02 29
✓ 1 �- 1 10.00 0.00 V17 1D-01-13 10-01-13 2X4 2X4
VALLEY 02-07-02 17
1 10.00, 0.00 V18 06-01-13 06-01-13:2 X 412 X 4
ROOF SUB-TOTAL:
ITEMS
QTY ITEM NAME ITEM TYPE NOTES UNIT TOTAL
PRICE PRICE
3 HGUS26-2 Hanger
1 HJHC28 Han er
17 HUS26 Han er
27 LUS26 Hanger-
1 MTHM Hanger
10 SNP3 Hanger
11 THJA26 Hanger
ITEMS SUB-TOTAL:
***** IMPORTANT NOTE *****
It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval.
Any and all changes must be received by Truss Engineering prior to the cancellation date.
Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation
date will be perceived as a full approval of order.
Truss Engineering is responsible for supplying only the material as listed on the order. sus TOTALI
Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery
of order may result in additional charges. GRAND TOTAL
Truss Engineering Corporation-181 Goodwin Street hmiien Orchard.MA 01151 (413)543-1298
Lumber Yard: Kelly-Fradet Lumber-Prosp.
Contractor.
Job Name: LEON RESIDENCE
Street: LOT 8 STONE CROSSING
City/Town,State: — SOUTH WINDSOR.CT —
Job Number.15410 Scale:Fit Date:W0120W
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ALL DIMENSIONS ARE FROM FACE OF FRAME TO FACE OF TRUSS.
LAYOUT LEFT TO RIGHT,FRONT TO BACK,FROM HIP GIRDER LOCATIONS.
FRAMER SHOULD REVIEW LAYOUT AND CALL FOR ANY ADDITIONAL INFORMATION.
1