HomeMy WebLinkAbout12 VINTAGE LN SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
12 VINTAGE LANE LOT_# 2 Reviewed By (Engineering)
JACQUES CONSTRUCTION Date Reviewed 3 DDenied
67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By (Planning)
BP # 29438 Ph_# (860)432-1823 Date Reviewe 3 Approv /Denied
Date Submitted 03/25/03 ***** FOR BU LD NG PERM *****
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
4 Plot Plan at 111 _ X, scale
a. Subdivision reference, abutting properties, etc
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
1
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
CEMMENTS: considerations (Plans on file w/Town Clerk)
9/3/21, 12:20 PM
sM
_. _ as i.e.. ...,...
0 6
1
I-
Town of South Windsor Planning
Department
1540 Sullivan Ave.
South Windsor, CT 06074
Accessory structure - sheds, decks (small - under 200 sf)
2P'accr-\q -/K s6YA� 5 C;-
12 VINTAGE LN V
South Windsor, CT 6074
By receiving this permit, the recipient gives consent to searches and inspections as required and shall operate in accordance with
the regulations of the South Windsor Zoning Regulations.
G . o,
112
9/3/21, 12:20 PM
September 3, 2021
Pamela Oliva, Zoning Enforcement Officer DATE SIGNED
***PERMIT ONLY VALID IF SIGNED BY ZONING OFFICIAL***
2/2
1
� I
NOTES:
1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON.
�.t 2. PARCEL ZONED RR
WATER MAIN �� 10'aW EASEMENT
1 MAP REFERENCE: o TF:314. 0 . NNFAVOR OF •.4
VINTAGE HILLS, SOUTH VANDSOR, CONNECTICUT. PREPARED FOR JACQUES INV(3 S) - ` WINDS THE R°F SOUTH
CONSTRUCTION, LLC DATED 12-3-01 REV. TO 7-16-02 BY DESIGN !NV(3 'S):309.59 _ _
PROFESSIONALS. INC. 4 SIDEWANSI
D4 76.CC _
Ca•c CALLER
o-soz Nv.-raa —
NV.-slz`x* INk arr(p-713u - 31 6-�oaaii].sr
70►•)Ia03 NY.auJ,(H�•A.27 \
\ ovi )C)fL.1S 1
II I•• 50' F.Y.
TAW
z
I I a,>K 1
Nv. T 4.S
\
+ 1 —318 1..
46.0'
I O I \ 0 1 10.0 ei 1 '
N I P 1 Lot #1
O 1 N 'i t
Lot #3 r I t \ FF-3 0. HOUSE'
2
FT257 i 1
t RTVERT-3ttb: TOW-319.16
F
-T FT GAR-315.52 N rJ
28i 30• RCP I \ H y1 W
00.47x \ b �pI00l
\ b 7 721 [n ' 1—'
x»z \ t ►Lcr1i 11
\ � oEc1c 316' p CIS!
11 _ _
(V
.11
ZL 20' DRAINAGE EASEMENT IN `314—
�10 FAVOR OF THE TOWN OF �
5OU-T1+WINDsoP-
50 R.Y._
-312 �,
1 I /Z
I i C'Y#2 1 M1 OF
0•GULATE `
1 1 BUFFER �j,
'0.94 Ace »s.( \
1 PROPOSE DETENTION BASIN
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE VAT"SECTIONS 20-300b-1 THRU 20-300b-20 - - - - - - -
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS W THE
STATE OF CONNECTICUI' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS - _ - - - - ��JR `v �.� ��
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOW-EDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON \ \
o \� \� Open Space
12882 I 1
RICMAR lE1 SIC. No.
FECORD AS-CULT
t.UNLESS on+"m NOTED."SUM UTILITY REVISIONS Tel. 860.29 t•8755 PREPARED FOR: SHEET
GRAPHIC SCALE Fax 860•291.97s7 �V I uff
AVAILA
LOCATIONS LE AS SHOWMAro(ARE LASE°ON esign
SHO("IB rsoRUATKRL ALL PRIOR
TO UTILITIES 40 0 20 40 37 VINTAGE HILLS MTATESy LLC L®c��iVM H 1
°°E t,��° SIA T°CONSTRUCTION. Srofes sionals, Inc.
2 ALL 1l11L171ES ARE i0 BE STAKED N WOE FIELD
BY S RMrOD LAHL SUR\,Eroll►RKJR i0 LO'T#Z — 12 VINTAGE LANEF 1
BY A LICEW civil engineers • planners: surveyors Ae�wv e>. cwc .a°Na:Aa:14M
3.THtS PLAN IS NVAM UNLESS IT SEARS THE I t
NPRESSM SEAL AND ORIONAL SI NAWRE 1 inch = 40 feet landscape architects cis .cps SOUTH WINDSOR, CONHECTICUT c:tm B>: RPv OWE-81251 T
OF THE PRMSSIOHN ENGINEER/SURVEYOR. NO DATE DESCRIPTION By T65 South Soteil;te Rood South tNndsor, Connect:eut 06074
' 2 2005
South Windsor
BUILDING DEPARTMENT
4l tr r evl�wrfc r�r. ro C# SU w!�
fAla certfWod that p'M
copla�f the prep«I�peYlltl*4 Wecifieatlona are t
e racf
1 by W alteratbna t* be
fasether with ementlmen flied with plan and I a • atafetl Ih kree,
tluildint any a tires to application Ono
!quad fate law mply with all ionln�,
J/ this a the Bulldipa paPartme god h orde►a as shall p,
paryhh a bn and at 1 sus
tuMh9 Pendent
—f "'to of a au/ldini
No
31
a
c m�l�d�>throi�ne.�s erelulttlno the sondhbn that
B Oulfdln
Ceedttlosylt, � -_ sAall De
bC
PPIOVIed "led
Yti1G�� ��i',� d, Qutld�nl 1
Oaf* Ciyy
SCANNED
C "InCATM OF TONING COMPLIANCE
PrDpoV'-d builc'';nn
as }^I on i.i;^ plan P- s ructure�s�
urree;. tO be in
t'e J�re_.;:r eS and v✓;,�sor
Ma.,' sp�k:l�? cxoeptions
Date C)5
Offer
NOTES:
1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON.
2. PARCEL ZONED RR
WATERR MA1N t�
(A �~ 10' CIALP EASfl1El1T
O
� `
�AMAP REFERENCE: oTF:314. T MI FAVOR OF
TF:314 69
TIe TOMN OF SOUTH
VINTAGE HILLS, SOUTH WINDSOR, CONNECTICUT. PREPARED FOR JACQUES INV(30-S):309.59
CONSTRUCTION, LLC DATED 12-3-01 REV. TO 7-16-02 BY DESIGN _-
PROFESSIONALS, INC. 4 ONC. 1 W ,
V4
—"' 176.00
cor,c GN11RY
\11I\ .N_313.p _QI,T`E•��=- — 316—' 1
Ya'.s,s.es
� rn )a'Ji1S 1 I
».91
50 F.Y. ;
1 \ / so,C YAw 1
I / WY.ea.4,75 � 1
1 f KV.OUT-slaw o
-318 1
46.0'
O , O 1 10. 1
O \ t m I I I
Lfi f A, n 1 I a 1
C4 P Lot #1
p f ci Vi 0.1
1 f
Lot 1 1 EXISTING HOUSE
1 2.
FF=320.57 / I
1 F MV1:RT�311b2 TOW=319.16
IN T.31 .afar •o' FF GAR.318.52 n �.J
285' - 30" RCP I n c H �I W
® 0.47%
Ir—i:"—11
xa:e , DECK °' 316' O
O N
�
20' DRAINAGE EASEMENT IN -314-
10' I FAVOR OF THE TOWN OF 50' R.Y.
SOU-TI+WINDSOR. _
1 -312-, 'm"'
` Lot # 1 LIMIT OF BO' '
1 REGULATED
I Al-9360 S.F. 'It-, WETLANDS
0.94 Ace 176.00 BUFFER'
1 PROPOSE DETENTION BASIN ACCESS ROAD
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE IMTH SECTIONS 20-300b-I THRU 20-300b-20 - - - - - -
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS - - Cy
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. X�
TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ` `
o `I `I Open Space
�-_- 12882 1
RICHAR 01a LIC. No.
RFLaRD /LS-flULT
1.UNLESS Or,*XWSE NOTED.EwsDNC UTILITY REVISIONS Tel. 860.291.8755 PREPARED FOR:
GRAPHIC SCALE Fox 860.291.8757 ® T' SHEET
LOCATIONS As SHo„IN ARE eAs,:D ON es'9n 11��9�
AVAILABLE rsoRYAT1011 ALL E7oSTIN0 UTILITIES 40 0 20 40 VIN?AIsTE HILLS ES7ATESy LLC 1�6�eQof� " 1
SHOULD°E Fl� ��R T° LD professionals, Inc.
2 ALL U71UTE5 ARE TO BE STAID IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO OF
CONSTRUCTION I civil engineers • planners • surveyors L0T*2 — 92 VINTAGE LANE DRANN era OW ace An: use
3.INS PLAN Is INVALID UNLESS IT BEARS THE
-PW'RIN SEAL AND OR14TNAL S,ONAIURE 1 inch = 40 feet landscape architects gr. •cps SOM W INDSOR, CONNECTICUT aFv er RFv oA2 e/?SiAT
Oi THE PROFESSIONAL ENpNEER/SURVEYOR. N0. DATE DESCRIPTION BY 165 South Satellite Rood South Windsor. Connecticut 06074
o �n�
South Windsor
BUILDING DEPARTMENT
734, �f
p liif Iu1►ww u1i>l. wtrlt �► � tl:w�yr
1Wv sertifted that this M%* and apeclflsstlons an tW
�1as of the proposed uulldin[ or alterations 19
Glad at 11 JOf a
�I stre.
SCANNED
en ts
>ted in apPlie¢tion at
lyether with amdmen with all :onin►
wed with Wan and I agree s ch orders
as shall b
building and state'i3v�s and endanc�
rsued DY the Bt-"'"V Department during P
of this application and final issuance of a bulldlni
oertnit.
:nad
TFia Plan is approved subject to the eondN;hall Mt
orders and ordinances rCgUlatin� building
pia,rpt, J •nth. 7Msa i1N0 wNM w
Condttton.fy Approved MLA
coon
Bu11O'ni fwapr ttol
AUG Z 5 2003
SNd/NFFR NAG CEP
T,
e-- C . o
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
12 VINTAGE LANE LOT_# 2 Reviewed By (Engineering)
JACQUES CONSTRUCTION Date Reviewed ® ro /Denied
67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By lanning)
BP_#_29438_ Ph_# (860)432-1823 Date Reviewe 4> prow /Denied
Date Submitted 00/00/00 ***** FOR C of O **
As required in the Zoning and/or Subdivison Regulations, no Certificate of
Occupancy shall be issued until grading plans have been complied wit and
appr o�vec 'by the Town Engineer. The minimum requirements shall include
Approved Denied N/A
1 Approved building permit plan
2. Finish gradin
g g per approved
building permit plan
t- 3 Site work; i e trees, shrubs,
dumpsters, required parking
4 Utility location;
a. sanitary sewer/septic system
i
b. foundation drain
c electrical & telephone
d. water �.�f.�. •eta
a other
5. Sewer connection charge paid
. � 6. Appropriate certification
7. Bonding
8. Planning & Zoning/
Inland Wetlands Considerations
A. Lighting
B. Signage
Freestanding Wall
C. Fee in lieu of Open Space
Sewer Permit No. Pav Exc #
COMMENTS
QPA ,!
i
��. �..
.r w..U
'�,� �.
T+� ++�
w
NOTES:
1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON.
2. PARCEL ZONED RR
i
__L2 WATER MAIN
-- � w0 10'QIIP EASEMENT
TREE
MAP REFERENCE: 00 TF:314. 3 `
EEASE MEANT FRI AVOR OF
TF:314.69 THE TOWN OF SOUTH
VINTAGE HILLS, SOUTH WINDSOR. CONNECTICUT. PREPARED FOR JACQUES INV(30%5):309.59 - WINDSM
CONSTRUCTION, LLC DATED 12-3-01 REV. TO 7-16-02 BY DESIGN -
PROFESSIONALS, INC. 4 CONC SiDEW6
--'� r 176.00
WV.-3ia03 o
cumY RIV.. '
I Nv..31110 w.M.TS.N TWaNiS�_
Yov.3lass �a�c1��u - 316--
rn )09L17 1
� \ io
I \ 50' F.Y. r 1
I ' �N:
WV.aut_3,..3 -318
1
1 1 '
O O 1 10 C4 t4. 46 0 ,
H
O \ 1 0 'Ui
'
i
� t
p °, Lot #1
I , n !
Lot #�3 t EXISTING HOUSE 2
1 FF=320.57 � 1
1 MVER1-311154 TOW=579.16 4F
tF .O' Fir GAR=318.52 n rJ `
INVE 1-31 .80 K W
285' •- 30" RCP \ n o H O Is
x�le.9� T it � 71Ct3
DECK
t 316' { O
II ujo
n V)
�
20' DRAINAGE EASEMENT IN '314-
10 I FAVOR OF THE TOWN OF 50' R.Y.
S0U-T1+WINDSOk —
II 312 3 Nam
I Lqt #2 LIMIT OF 80'
Y REGULATED
1 Al-93�0 S.F. WETLANDS
/' 0.9-4 Ace 176.00' ` BUFFER
1 PROPOSE DETENTION BASIN ACCESS ROAD
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-3006-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT, AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS - - -
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON. ` `
o �� �� Open Space
12882 I I
RICHARD P. MARTEL LIC. No.
R1=LORD AS'OUI_T
1.UNLESS OTtUVISE NOTED.COSTING UTILITY KVISIONS Tel. 860.291.8757 PREPARED FOR:
LOCATIONS As SHOWN ARE BASED d+
GRAPHIC SCALE A Fax 860•z9,•875 ®� Y SHEET
AVAILABLE WORLIAT1011 ALL EIOSTNG UTILITIES 40 0 20 40 esign VINTAGE HILLS M AM LLC ILOC ATU®(`IrJ N" 1
A L1T
SHOULD BE FIELD E PRIOR CONSTRUCTION.2. rofessionais, Inc.
2 ALL U71E5 ARR TO E TO BE STAKEDD IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO LOT*2 — 12 STAGE LANE avAMV er. Aw 'A"NO.:r4m OF 1
CONSTRUCTION. civil engineers• planners surveyors
3.THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 40 feet landscape architects • gig •Cps
aIPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH WINDSOR. CONHECTICUT GCID er. IB'V DALE'O/25/W
OF 1NE PROFESAQNAI EN(iINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road South Windsor. Connecticut 060.74
AUG L 6
South Windsor
BUILDING DEPARTMENT
'19 1041 itr11lw11t� Oaf. le C :OV H Y.n," -�L,
7PJs ssrtifisd that this pl:h and stbclticatlooa ara 1,J,'r
sucks of tha Fropussd belldlne or altsratlIns to 'w
)ractar! at /0
.1
ATQ jQ00 strev
icEither with. //_ ,t •vd In aPJlic_tl,,a ane
111•t Mth clad a.n •VVVr y- ,�mI,P vnl. -II t,nml
By:,ling and •t-• r-rs os �1,11 Lr
Issvrd oy th I rl r I„fence
Of th Is epplic dlnl f, rr t •, build.n7
P*rmlt.
Vgned
Thi, ♦^lon L, rv;r --_ I tr-
o' rs and ter...., r Le
c-rpli—1 wlt,,
Cc-.Ltv•ally l r .-., l rth
Data / Y,3U
Home Occupation Information and Application Form
ASSESSOR'S USE ONLY
Minor Approved by Date �`-g'� �
❑ Major Home Occupation Type
Code
Name slerzw MAW DBA "Or-%A�4 'Y-e
Address of Proposed Occupation: J R. V irA k P y#"M-4 —; - Lk-)0jC��L\ 0 W a-
Telephongr/
�G a 1 kp t JYMJ�)(0 4 Zone rz.(,L (Note:in DRZ,MF zones only mirror home occupations are
allowed;approval letter from homeowners assn required
Description of Home Occupation:
fS M L bpat�u - 54 t:�� Ui�cit•� bc�;�� ,t�9► C cN c .c��c,�J
1a c-tcl `dSwKMPA 3
tiC�S tA�� [S. b['Q�.�lt'- �h���clt VcrtiL� �]ti►:d�� tr/1Jti'E-t-r:P�S to C�71�2�C�
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 �1'floor ❑2"d floor)
Floor area of dwelling 'a, u % `4,
Floor area of home occupation S'-g0
%of floor area devoted to home occupation 15�0
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 f Date 0- `d ILI
Signature of Owner Date---� �
0.5' Min. •
SELECT FILL: -4997� MANHOLE EXIENDEO TO GRADE
(REQUIRED IF FILL OVER TANK EXCEEDS 12)
1. THE nLL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. MANHOLES
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE
\� \ RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE).
/ 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE
ANALYSIS RESTARTED. Z
\ 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: INLET 2
ANTI-TRACK PAD
2. 1� • �+ - OUTLET(WITH FLTER) \
'\ 1' Min. \ Filter Fabric SIEVE SIZE: % PASSING: I � z
\ 6"-2" STONE OVER FILTER
a 7100100 FABRIC
\ \ �, OUTLET BAFFLE 12 WATER MAIN
to + 200 (SEE NOTE BELOW) INLET BAFFLE
#200 0 - 5 CONNECTION AT MID DFPTN
1" RrnkPn CtnnP GAS DEFLECTOR tr1
10' CL&P EASEMENT
Or Screened 2 NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO 1/3 REQUIRED -4:_
NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE /3 REQUIRED CAPACITY IN CAPACITY IN SECON -�
Gravel DOES NOT EXCEED 109 AND THE #200 SIEVE DOES NOT EXCEED 5% FIRST COMPARTMENT COMPARTMENT A N 0 \
0
TF. 314.23 1 0 20' STREET TREE
�\ G - EASEMENT IN FAVOR OF
i 4•_0• THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING O THE TOWN OF SOUTH
71i
rein. 'SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL
f 61 min. TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING TF: 314.69
GROUND WATER SOILS FROM OVERCOMPACTIDN AND SILTATION ONCE EXPOSED. LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH INV(J�0"S): 309.1 9 ......... ; -------
TWO ,�� WINDSOR
4'-0' rein. • .
COMPARTMENT SEPTIC TANK TP301
LEDGE - - - _
NOT TO SCALE
PROP. 4' SIDEWALK 7 1 �{]{ram -� _ TP6
7I -- .(.� 1 / V . 0 0'- - - - _ �• _ N 12"
rr�It�C
w� J_ ;�-: / CON 64 F UALL-r-MICJ
„ PERCOLATION TEST: 23 _ - - - - 31 4 '� _ ~ " BOTTOM: 312.80
TYPICAL LEACHING GALLERY -'' INV: 313.35
CONSTRUCTION DEPTH OF PERC. HOLE: 23.5 INCHES - - - - - - _
2. STAPLE THE SILT / -- TOP: 313.80
1. SET POSTS AND FENCING TO THE / / ^^ �- ----- �- I 1
I\1CTT TO CrAI F TIME READING CALC. RATE SNUPSLOPETS EXCAVATE A 6"x6" SILT END OF THE POST TP171 / i (® 1 GRADE: 315.30 (mlfl.)
MINUTES INCHES FOR STABILITY POST
UPSLOPE FROM POSTS. FENCING
(MINUTES) ( ) (MIN/INCH) SELF-AND /
CLEANING / 1 f
11:54 9.25 - 95. / ��
� RESERVE AREA`' R AREA O I
11:59 11.25 2.50 - 64 LF - /12
111 - - _TTL r�nr.tr CZAI I FRIES I ■ I 42 LF4" PV
11 I 11 l It 1 I II I i� -
12:04 12.50 4.00 _-I \ -(�� ( �I BOTT01�1: 312.80 l S=1.9% - P-2 3 �`` PROP. Q-BOX
_ INV:313.35 -
Ir. 12:09 13.75 4.00 TOP: 313.80 I - ----- II INV (OUT) 313 35
12:14 14.75 5.00 GRADE: 315.30 (min.
) If 5 0'NU I tJ:
I I , { I ~ � (jl 1 � 1 I E'b
12:19 15.75 5.00
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE 1
12:29 17.50 5.71 TRENCH AN EXCAVATED PAT -0 1 N4 C1
FABRIC LTT TO THE FENCING
AND EXTEND 1250 GALLON \ �O V
1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED � N 26 LF "
WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES q p SEPTIC TANK ` \ �^1 ^ (�\\\/ (f} S=2.3%
AIn'r Mr MLAIT CCCf11Alr TLICtAI TL)C 1 nT AAI IC T DC CTADII 17Cr\ U)ITW 12:34 18.50 5.00 I r. ArNr--21 r; Qr, inn in-� i n ri /�- In / 1 1
IV IJI r-C,rClVI I JGC.LJIIVV, IFIGIV IrIE LOT IVIVJI UE JIML.)ILILLIJ 1'.I III CVIVI ICD
t;KHv�-.J I.J.c�.r \I 0,.,.., V J I i V-- - - <..,
STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 12:39 19.25 6.67 BACKFILL
SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT INV (lN):314.6 0 � � \ � n0 GARAGE
CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 12:44 20.00 6.67 t1 i_ _ �_ � INV (OUT): 314.35 N I � C, 11 1�\ FF-317.0 TP302 'Q'
SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE \t -L I �- III�jI
FOR ALL STABILIZATION REQUIREMENTS. 12:49 20.75 6.67 = I I I I-III �- _ I TP170 I , �., ` (� ` (n 1 11.5 N0 FDN U,-„ � I A 1 rrI 0111!l _
T � -� I --� 0 ' I -� 8.�3 12.4 3 0 � L 9.9 UKH►Iv � v �� /
2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. 12:54 21.25 10.0 T'' � � -
` 6.0 2.0 '
12:59 21.75 10.o I OF SYNTHETIC FILTER BARRIER 00 r i N 1 -Lot #1
3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE CONSTRUCTION 1 PROP. HOUSE /
WITH THE APPROVED "VINTAGE HILLS SUBDIVISION PLANS. 1:04 22.25 10.0 1 i (JT r, IV 46. 56 I , /
ti 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH ' l t I � IN ERT=31 .65 2 Q Cn G
Lot
� /
DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION I I 1 TOW=: 318
SILT FE�CE
AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. CON R INVE CT R O 1 - 319-0 0 5.5 U1 TYP /
i RESIDENTIAL RR. TO E FY �•G N /
I, 5. PARCEL ZONED RURALTD _ ')1 { W 1 p r��\
nnrt -�ntt nnn I ! � 1 r-I \ � n r� 1 C�.O
4 11 - GI Z-00 "� Jy 1`:.Ur I W I IZ.oi -� 0
6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE Depth Description Notes TP - 301 I 0 47% -
ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 0-6" Topsoil Depth Description Notes I , / , , 11 .0� O
-
CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 6"-20" Coarse Sand (Fill) 0-18" Topsoil/Loam ' / - i j 7 14.0 S U) // J
20"-32" Original Topsoil 18 -32 Sandy Silt Subsoil
7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, g32"-6.5' Medium-Coarse Sand I I 1 '1 I I �� _< 1 ■ / 1 7n�� A'7" rn-u.. I _ / cam_._j
kk IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN JLI-IfI/ �nty LOOM W/ 3ana -- - - _
f1 FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED 47 -8 Coarse Sand
IN 6" LIFTS i0 90% UENSITY. FILL MATERIAL TO BE PLACED PRIOR TO
TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT d DT Water: ND
DT Lee: ND I
IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL g DT Mottling: 26"
AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL /
DT Water: ND \ 314 \ /
i
ri TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND DT Mottling 32" TP 302
SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT FILL TO MEET - Depth Description Notes \\ 312
TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. 0-5" Topsoil M �■ �■■ i ItrimiIIIIIIII mipiim M tltltli r
8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED 5"-10" Medium Sand (Fill?) 20 DRAINAGE EASEMENT IN �� -
TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 10;�17'; Topsoil/Loam (Orig TS?) 10 ��AVOR OF THE TOWN OF ,
TP - 20 17 -28 Sandy Silt Subsoil
9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED Depth Description Notes 8"-6' Medium-Coarse Sand SOU T 50 - -
BEFORE ANY SITEWORK IS PERFORMED. 0-14' Topsoil 2 `i ram' H WINDSOR / P-
14 -74 Silty Loam DT Ledge: ND ' L
10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 74"-8' Coarse Sand g l /
DT Water: ND
11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER DT Mottling: 23" f /
SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE DT Ledge: ND I /
a TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH DT Water: ND 1 I / TP20 LIMIT OF 80
Lot
CODE OF THE STATE OF CONNECTICUT. DT Mottling: 26" I
#2 .
WITH THE STATE OF CONNECTICUT DEPARTMENT t 'i �► / ® REGULATED
12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WI 1P _ 5 � I 41�360
SwFN
Depth Description NotesOF HEALTH CODE. I / � , WETLANDSt
COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS 7P-170 0-18" Topsoil L�_ _ -' -~ / BUFFER
13. NO STORMWATER, GROUND WATER, Depth Description Notes �� '� I /
ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. p 18-34 Fine Sandy Loam o.94 ,--Ac.
0-12" Topsoil12"-22" Reddish Coarse Sand Possibf Fill 34-10 Till /
14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS y
PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE 22"-27" Original Topsoil (?) DT Ledge: ND -
DESIGN ENGINEER IMMEDIATELY. 27"-42" Silty Loam DT Water: ND _ - -
42"-52" Coarse Sand DT Mottling: 28" - - -
{ 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE 521)4 Till i BASIN ACCESS ROAD
j A5 SOON AS POSSIBLE. I -- PROPOSE DETENTION
DT Ledge: ND
16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE
DT Water: ND
RUNOFF AWAY FROM THE SEPTIC SYSTEM. DT Mottling: 35" TP - 6
17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE Depth Description Notes -
BEEN PLACED AND COMPACTED. 0-13" Topsoil _ - _ - - \�
� 13 -18 Coarse Sand J
18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE TP-171 18"-25" Original Topsoil �� \
EXCAVATION FOR THE TRENCHES. Depth Description Notes 2511 48" Fine Sandy Loam \
0-17" Topsoil 48"-8' Coarse Sand \ \
19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO 17"-44" Silty Loam \ \ Open Space
THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH 44"-7' Till DT Ledge: ND
DEPARTMENT.
DT Water: ND
20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR DT Ledge: ND DT Mottling: 37"
SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. DT Water: ND LEGEND
SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. DT Mottling: 27" 0 IRON PIN TO BE SET SEPTIC SYSTEM DESIGN M.L.S.S.
21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM I:) MONUMENT TO BE SET NO. BEDROOMS = 4 HYDRAULIC FACTOR(HF)=48
.�{ OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR _ _300_ _ EXISTING CONTOUR DEPTH=23" SLOPE=2.1-3.0%
LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. -FTJ�- PROPOSED CONTOUR NO. LARGE CAPACITY TUB/JACUZZI = 0 FLOW FACTOR (FF)=2.0 }
22. THIS MAP I5 DEPENDENT ON THE MAP REFERENCED HEREON. APPLICANT: x 287.3 PROPOSED SPOT GRADE 100 - 200 GAL. = 0 >200 GAL. = 0
23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL JACQUES CONSTRUCTION, LLC ■� SILT FENCE REQUIRED TANK CAPACITY = 1250 GAL (4 BR)
287.3 EXISTING SPOT GRADE PERC RATE = 1-10 MIN/INCH PERCOLATION FACTOR (PF)=1.2
BE PROVIDED ON THE FOUNDATION DRAIN. 67 RIDGE ROAD �� REQUIRED LEACHING AREA = 660 SF (PERC. RATE 1 10 MIN./IN) '
SOUTH WINDSOR, CT 06074 -1=- PROPOSED END. DRAIN USE SYSTEM WITH EFF. AREA = 5.9 SF LF
/ M.L.S.S.=HF X FF X PF
REFERENCE NOTE: TELE: 860-432-1823 -G- PROPOSED GAS SERVICE TOTAL TRENCH LENGTH REQUIRED = 112 LF = 48 X 2.0 X 1.2 = 115.2 LF
BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS
ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT PROPOSED WATER SERVICE PROVIDE: 2 TRENCHES @ 64 LF EACH
PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, _� SURFACE FLOW TOTAL LEACHING AREA PROVIDED = 128 LF
INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11.
o/i x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 •8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET
Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS of CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE �^n��^� . �,�n�
r INFORMATION.
DTION.VERIFIED EXISTING
RIOR UTILITIES
OLD STATESURVEY CO NEC ICUT" ASTO ZEENDORSTAL AED BY TH CLASS ONNECCTIZUT ASSOCIATION OF LAND SURVEYORS, INC. THIS 20 GRAPHI o SCALE 20 � , ■ 'uA��J+' d {(��+ � IuA��J+I
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ®�'�� VINTAGE' HILLS' ES'TA TES`, LLC
BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLE E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ OfeSSIQnaIS inc
CONSTRUCTION. ( IN FEET ) ■ 9 ■ DESIGN. 1AS DRAWN-JAS CHECKED: Lot #2 - 12 Vintage Lai ime
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 ft. .0 Civil Engineers • Planners • Surveyors • CIS JOB NO.: 1430 IDATE: 3-21-2003 1i T�IT+TUt tt1t7Tf�Tm� ,T�T1�, +Tt tt T�tr�
IMPRESSION SLAL AND ORIGINAL SIGNATURE RICH ARTEL LIC. No. 165 south satellite road south Windsor Connecticut 06074 8wv 1L lrii vnl'ulutl��®�y ®��71�71Gw CONNECTICUT�l
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY DRAWING NO.: SERVER JOBS 1430 17LOTSUB 1430-14PP
MAR 2 5 2003
South Windsor
BUILDING DEPARTMENT
TO THE dUlL4ikG D pT. Tv.,..
This certified thet thts plan and
Goples of the proposed building or r,itor,tt ,.
rrectod at 11 /
/lTQ
together with amend is stat:•J
filed with plan and I anree to cr n.ply .,nh �i
l3uittlln g
and state laws and a.rn o
Issued by the building Dupartr ,n' 1•.111,.�oenr. ,cy
Of this application nd final issuance of a o,ilc�ns
permit.
Signed
This plan Is apo o ed sub' ct to tir: cr:r.r u - th2.
orders and ordin es re I ing buei+nng ,!,..:1 by
complied wKri-
Gortditionatly Approved These filed %ith
flulfdln. Inspector Cie"
j93�
RECEIVES
MAR 2 2003
SOUTH WINDSOR
ENGINEERING OEPT.