HomeMy WebLinkAbout98-35P_JMJ CONSTRUCTION COMPANY PARTRIDGE MEADOW II SUBDIVISION SECTIONS 3 & 4_DART HILL ROADTr::�\ AA 7n
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SUBDIVISION S C 1'.ONS 3 & 4
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prepared by.
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Professionals, inc.1
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CIRCLE
Civil Engineers- Planners -Surveyors CIS
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165 South Satellite Road
CIRC
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
Inc.
LAND,PLANNERS
LANDSCAPE ARCHITECTS
571 HOPMEADOW STREET
SIMSBURY, CT 06070
(203) 658-1988 FAX (203) 658-1217
THESE DRAKW-59 ARE 114E PROPERr( OF VESION PROFESSIONAI�S, INC, AN17 HAVE DEEN
pI;n:_pApZD SFV_CIr-I(,�ALLy FOR THE O"L=R1Ad=pLtCA4+T FOR THr_-,;-PR0jECT THEY Ad;m NOT
TO 5E USW FOR ANY OTI-eR PLRPOSE OR BY ANY OTHER PERSON OR PER -SONS NOR
REPROOLAr,E0 IN ANY MANNER V41THOUT THE EXPRESS NRITTEN PERMIS51ON OF PESI(SN
PROFESSIONALS, INO.
THESE PLANS ARE IN\/AUp UNLESS THEy BEAR THE ORJoINAL SIC-NATL)RE ANP, IMPRESSION SEAL
OF THE PROFESSIONAL EN61NEER OR 51JRVEY:OR.
THtS SURVEY AND. MAP HAS BEEN PREPARED IN ACCORDANCE VVITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT"' AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESE
._AR,CH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
TO SUCH CHANGE AS AN ACCI —A I
HAVING BEEN OBTAINED AS THE SULT OF A FIELD SUKVLY, ANU Iti Z>U
FIELD SURVEY MAY DISCLO3,��
TO THE BEST OF MY K GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARE� P. MARTEL LIC. No.
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PARTRIDGE
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OWNER / APPLICANT
JEAN MARC JACQUES
c/o JMJ CONSTRUCTION COMPANY
658 ELLINGTON ROAD
SOUTH WINDSOR-, CONNECTICUT 06074
TEL. (860) 282-0628
L
4
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..........
2
3-4
5-6
7-8
9-11
12-14
15-16
17-18
SCALE 1"m WW
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SOUTH VWIVD
EJVGIMEEkl�a Soft
DEPT.
SHEET INDEX
COVER SHEET
KEY MAP " ZONING DATA BLOCK
PLOT PLANS
TOPOGRAPHIC PLANS
SOIL EROSION &
CE"MUCK17 f%nKITDn1 01 AKIC
PLANS & PROFILES
DETAIL SHEETS
PLANTING PLANS
KEY MAP - 100 SCALE
" 'Z
N4
N AL
REV.
MAR0H
12,
1 cl cl e-1
REV.
NOVEMBER
5,
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OCTOBER
10,
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REV.
JUNE 25,
1115
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JUNE
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SHEET I
m - 1w 0.
K 4
-NUE - SOUTH WINDSOR, CONN., 06074
Wn 0,P SaatA Vz1&&)t 1640 SULUVAN AVE
1640 SULUVAN AVENUE - 90 . UTH.MNZSOfk CONN- OW74 AREA CODE M 1644-2511
AREA CODE 860 16"-2511
July 2, 1998
Certified Mail
JMJ Construction Company
658 Ellington Road
South Windsor, CT 06074
Dear Nladam/Sir;
'Rez Appi #98-35P, Partridge Meadow 11. Subdivisions, Sections 3 & 4
At the July 1, 1998 regular mer.ting, the Inland' Wetlands AgencylConservation
Commission approved. app) #98-35P, JMJ Construction Comp&my., Inc,- Conservation
Plan Approval for the subdivisionof 25.9 acres into 20 lots to- be known as Partridge
Meadow 9, Secfion: 3 N 4 on propcAy-located-orr-the- wratherly-side--of-DaTt14ill Road,
A-30. zone as shown on plans prepared by Design �Profesaionals. rap., Job No. 95-837
and revised thm-uah June 8. 1998. 11his st=�oval is subiect to tht followirm conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon,
must be submitted to this Commission. Thi s, rAust be coinpleted within 65 days -of
approval prior to any construction ;Lcti'vity on the site� Plans submitted to PI
Zoning Conunission -�hall be considered having met this requirement.
2,-Thc applicatwn-sball andemnify-,and- hold harmlew the Tovm-of-South-Windaor-
against any liability, whieb might. reault ftm the proposed operation or use.
3. Tho. permit is valid for five years and shall expire on July 1, 2003. It has been
IWA/CC's policy to notify landowner(s)Japplicant(s).of wcpiring w0dand Oermits,
Howeveri it is the landowm(311apphcant(sy-responsibiW.to-U=kexpiration-datet-
an4 notify the Cormnission of a renewal request at least 65 days prior toexpiration,
4. All approvals required must be obtained and submitted, prior to any 4e0v�ity on'the
.Site.
5. A contact person shall be identified on the plans.
6.. We recommend a bond in, the amount of $5,000 be submitted -to the Planning&
Zoning Commission to'ensure compliance with the Erosion-axul- on -
Control Measures.
Very truly yours,
INLA ' ND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth -A. Warren, Chairman
EA'W/PMM
Cc: Chief Building Official
Planning &Zoning Commission
TOwn. Engin�cm
Design Professionals, Inc.
P To lon, 01ye S'_(� , Vit-ld-�Ot
tsto suLLIVAN AVE"E - SOUTH WINDSOR, CONN,.06074
AREA cope 20311s"25".
September Z 1998
JMJ Coomwtion Comp2ay, Inc.
08 Ellington Road
Swift %Vitidsot� Cr OW4
S0UTJj_VflNDS0R,M
Gentlemen;
The South Windsor Water Pollution Control Authority� at its regular meeting of September 1, 1998, gave
tho T*!�Vs,sewerwsyqte . rn of4tesidential ubdivisionoff-phe-amt way,
us more specificallyshown on plans entitled -Pwtri4g* Meadow ff Subdivision - Sections-3 and 4 - South
Windsor. Connecticuf'rVared by Desip Profwlomls, WhKlsor, CC, Job 00� 95437,
Shem-5/16 and 6/16 (" Juve 8. 1998. re�. lune25.1998) and Shftts 9/16, 110116, and 11116 (dwd
Juno 8, 1998, no revisions), and subjea'th the following:
1. TechnikA wroval of the Town.Enememing Departumt.
Z Final Auth� approval wd Acceptance Of the 30111WY SCIMA9t 011110ction wilt Im given Onm
the sewer linchas beet; installed and ht5peq*by. the Town staff, and -based upon the, written
vftification of *e Towo s%fftha siAld *anituy sewet in subMau.ti'd
conformamt with the design plans . praviouOly Approved by Jhe.AuthrdtY, aud 1000ting AH TWO
reguJadons and appropr iate tochnicalspecificatiOnS mlating to MrtitarY WWI` constmctiom
Sewer bewotassessmem.wilLb&calmdvxdand the owacradvisecLac=diDgly.
4. 'P& approval letter must be supaimposed.on. the final approval plans.
Vely "y youts,
gdsonCh.
WAter Pdtution Control Authority
TH-.rt
Co., Matthew Gallipn, Town.Manager
Nfthwl J. Ciattfick, Dkwor of Pubtfi; Works
Jerry lazwta, Town Engineer
Marcia Banacb, I)irector of Planning
John Collins. Chief Building Taspector
MAP REFERENCES:
1. PROPERTY LINES, PARCEL AREAS, AND MAP BLOCK LOT NUMBERS ARE TAKEN
FROM MAPS ENTITLED "CADASTRAL MAP, TOWN OF SOUTH WNDSOR,
LJAM*rC^0n f1f%1IKITV f%t*%KIKIC7nr%I IT* <ZPAI Ir nATFn MAP :iO�
FIMFN I I- Vr%u ,%_,V1-41 1, 1.11JIVIN�� "WW I . ____ , - - , - __ .- '. -
SHEETS 93,94,105,106, 117 & 118. PREPARED BY QUINN ASSOCIATES, HORSHAM, PENN.
2. TOPOGRAPHIC PLANS, SCALE 1"=40', DATE: DECEMBER 5, 1995, REVISED TO
APRIL 30, 1996, PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WNDSOR, CT.
X
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
0 �00,
004,0
CD
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
4
3-12 —99
UPGRADE BOUNDARY INFORMATION
KMI
C� 14
�4 CY
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
11-5-98
ADD APPROVAL LETTERS
ELH
0
BY A LICENSED LAND SURVEYOR PRIOR TO
2
6-25-98
REVISE ABUTTER'S NAME
ELH
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT SEARS THE
1
6-8-98
REVISE FOR SECTIONS 3 & 4
ELH
NO.
DA TE
DESCRIPTION
BY
IMPRESSION. SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR,
�
i
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3006-20 OF THE
REGULA11ONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
Zoning AM? Slock
I ZONE: RESIDENTIAL A-30 (CONVENTIONAL SUBDIVISION)
ITEM
REQUIRED/ALLOWED
PROVIDED
Total Parcel Area
2 5.9 a c.
Lot Area
30,000 s.f. min.
30,000 s.f. min.
Lot Widf h
120 ff. min.
126 ff. min.
Lot Depth
150 ft. min.
200 ff. min.
Lot Coverage
15% max.
5.6% max.
Impervious Cov.
15% max.
9.3% max.
Building Height
30 ff. max.
< 30 ft.
Front Yard
40 ff.*
40 ff.
Rear Yard
50 ff.
50 ft.
Side Yard
15 ft.
15 ft.
*Note: Variance granted to Sec. 10.2, at the Nov. 6, 1997 meeting
of the Zoning Board of Appeals, to allow all lots to have a 40'
front yard setback.
860-291-8755
GRAPHIC SCALE
200 0 100 200 400 esign
of essionals, inc.
IN FEET Oor
0
1 inch = 200 ft. I Civil Engineers Planners - Surveyors - CIS
165 south satellite road south windsor - Connecticut 06074
SOUTH WINDSOR
ENGINEERING DEPT
01 EM M, - AMP
DESIGN.- S1?B I DRA WN: SBIEH I PRD
,los No.. 95-837 1 DA TE- AUG. 25, 199 7
DRA WIVG NO.: D. � JOB k 958J7 \ 837KM. D WG
October 19, 1998
CERTIFIED MAIL
JMJ Construction Co., Inc.
658 01ington Rd.
South Windsor, CT 06074
Dear Sir/Madam:
Re: Avol #98-35P. Partridge Meadows 11 Section 3 and 4
We are pleased to advise you that the Planning & Zoning Commission voted on
October 13 ' 1998 to approve with modifications application #98-35P Subdivision on
25.9 acres to create 20. lots to be known asPartridge Meadow -property located on the
southerly side of Dart Hill Rd., weaie�ly of tho Vernon Town line and easterly of
PheasantWay, A-30 zone as Ishown on plans prepared by Design Prol'Oss-ionwi s-, 995-8337
and revised through September- 15, 19198- This-approvaLis-subjeet-ta-the-foU(ivAng-
modifications:
1. This approval is for 20 lots, numbered 32-5 1.
2. concrete sidewalks,. built to Town speciflcation,$, shoA beinstallcd on.one-sideof
all new streets.
3. Drainage and, conatmcdon for this subdivision is subject to the approval of the
Town. Engineer.
4. All lots shall be serviced by, the Town of South Windsor sanitary s�ewer system and
axe subject to the approval of the Water Pollixtion. Control Authority.
5- Water sh" be supplied to this subdivision by public water.
6. Street lighting shall be installed on s.trwts, at intersections, and on -cul-de-sacs in
accordance vvith the policy established by the Chief of Police. Street lighting is to
be coordinated with the Chief of Police.
7. Street names and locations of fire hydrants are'subject to the approval of the -Fire
Marshal. of the Town of south Windsor- Street narn-cs and suppordng posts shall
be instafied by the developer in conformance with the standards of the To%m of
South Windsor, at no -expense -to the Town.
8. A liability insurance.polic3r shafl be submitted to. this. commission naming the
Town of South Windsor as an insxired, with a combined single limitfor bocMy
injury and/or property damage in the . amount of $1,000,000.
9. INs application is subject to the conditions of approv* of the Inland Wetlands
Agency/Conservation bonunission, lacluding a bond in th I e aniount. of $5,000.
10. Prior to commencement of any site work, a precmstruction meeting raust be held
with Town Staff..
11. All plans used in the field by the developer must bear the stamp and authorized
I signature of the Town of South Windsor.
12. In. accordance with Section 4.C.l.c of the Sub.chvision Regulations,. a fee in lieu of
open space,is re
. quired. The feewill, be ten percmt -of the fair�taarket value of the
property prior to subdivisfort approval. This fee is payable on a por-lot basis at
thc time of initial conveyance -of each lotr Tho applicant must *provide, with the
Commission's agreement, an appraiser to deWrraine the fair market value.
13. All casements for conservation puzWses, drainage or utilitim that may be
required. in connection with the approval of thiss subdivision, mimt b-- submitted
on stAndard Town casement fonu,wherc appropriate� to this Commission prior to
filing the mylars and issuance of bWlding-permits; All.deeds for open space,
piiblic improvements and. roadways must be'submitted prior to rcquetst for Town
acceptance; W1 deeds must be in accordance with tb!! policy for accepting�deeds,
and must bq approved by the ftSineering Department and Town Attorney,
14, Footing drains are required for each house. Prior to the building of any structure
on a lot, a topographic -map, drawri.to a scale of 1.1 - 401� sW be submitted for
each lot in the'subdivision
� , showing proposed contours, elevations and the
lotation ofthe foo:tlng dralns�. No building permits vyill be�ipsiied until the
proposed contours, floor elevations and location of footing drains; have been
approved by the'Town Engineer.
15. If, for =y reason, finished V�ading and other. individual lot site. work. is not
completed, the Town Engineer shall deterrnine� the- a;rnounr of a cash bond to
cnswi,* final 1grading and.site;work. This cash bond Must be subrWtted prior to
Issuanceof a Certificate of Occupancy.
16. Quantity estimates must be submitted to the Town En&eer (on the enclosed
form) for the Purpose of determining subdivisioa bonding, and all bonds shall be
posted prior to filing the plans.
17. A drainage assessment fee in the amount of $1,000: shall be submittcd to this
Commission.
18. No buflding permits will be issued until all modifications have been complied with,
and the - firta I plans'. have, been filed in the Town ClerWs office.
19. Town En.&Per's- review comments dated September 15, 1998, must be addmssed.
20. The Planning and Zoning Comn-Assion notes that land in the Towmof Vern=,-easr
of this subdivision is zoned. fbr`SpedaI'E=omie DevelapmeniC, which nmy
include commerciallihdustrial development
Black and.white transparent mylars, of Sheetst # 3 and 4 with the above modifications,
together with thm blu�print copies of the 4�rttirc set of plans (including architectural
elevations) must, be submitted to this Commission wid-in 30 days to be. stamped and
signed. Thn letters. of approval of this Commission, as well as the Inhand WeOands
Agenj�y/Conservation Commissior4 must be reproduced on the mylars.
After mylars have beensigned by the Commission,. they wiU be returned to you for
filing in the office ofthe T6wn Clerk by February 1, 1999. After filing these 0ansi, a
copy of the receipt inust be submitted to the Plarming Department.
Very truly yours,
PLANNING 8-4 ZONING COMMrSSION
Frank A. Castro, Jn, Cbeirnia,n
FAC1d1w
Enclosure
cc: Town Engineer
Chief Building Official
Assessor
Supertintendent.of Pollution Control
Fire Marshal
n 0_ " 0 r. 1,-I. � - - 44
1� dALA I M-UU(;ttUoZ1
Peter DcMallie, Dcsign Professionals
Par&NIffe Meadow 11
(SUBDIVISION - SECTIONS 3 &
PREPARED FOR
JMJ construction companv
SOUTH WINDSOR CONNECTICUT
SHEET
1 0
Ks
W I " I
J1 068 sq. ft.
00
0. 71 ac.
SEC TION 4 L 15'S.Y.
CIS-N 4 -A S 08'47'45"
236.45'
\3
SEC 77ON 3 1 15' S. Y.
>:
U-)
0
0
00 JO,410 sq. ft.
z 0. 69 GO.
NOTES
1 ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
15'S.Y.
S 08*47'45" W
Ln - 231.39'
0 0)
ALL MONUMENTS AND IRON PINS TO BE SET WILL BE SET -(_0 C� I I I I
UPON COMPLETION OF THE SUBDIVISION. 15' S. Y. 15' S. Y.
50' R.O.W.- REIVA INI*G L A ND
2. ALL PROPERTY LINES AND STREET LINES INTERIOR TO THE NO I
SIM ARE ORIGINAL LINES. F -0
z + Of
3. HORIZONTAL DATUM BASED ON MDC.
LEAN 10ARC
Ln 0
0 0
b uXA CQUES
>:
U_ 00 (179,49,3 �q. ft.)
30, 090 sq. ft. '01 1 z z (4.12
It 45,869 sq. ft. c.j
C'� 0. 69 cc. R1
1. 05 GC.
.00 NOT A BUIDING LOT
7r, -4- V_ NIF
00
JMJ CONSTRUCTION
L --RW4/ 4b E 18 .4U-
COMPANY INC.
MAP REFERENCES: S08*47'45"W 186.40' S 08*47'45" W
S 08*47'45" W I R
JMJ CONSTRUCTION COMPANY, SOUTH WINDOR, CONNECTICUT. F)OOR
nr 1 kAA0 K1^ 0')-r%.r% M� 1q95. :EF; I I I I I-
224.04' 00 369.38'
(n
1 MAP ENTITLED "BOUNDARY SURVEY-, PREPARED FOR N08*47'45"E 150.00'
r)ATFn AAN-
lm� r%LA_ I Ivw I 1 11 . __ _ 151 S. Y.
PREPARED BY GARDNER & PETERSON ASSOCIATES. 15' S*Y, LL_ ONNEe�r r WAY
pROPOSED DRAINAGE EASEMENT
T 81-50 THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS
2. SUBDIVISION PLAN FOR PARTRIDGE MEADOW, PREPARED FOR >: '0 IN FA VOR OF 176- 00 ��F_ZIGFI WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADIN(
< LL I'll- DSCR
JMJ CONSTRUCTION COMPANY, SOUTH WINDSOR, CONNECTICUT. THE TOMV OF SOUTH WN
SCALE 1"=40', SHEET 4 OF 26, MAP No. 13-87-1D, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL
OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC
DATED APRIL 20, 1987, REVISED TO FEBRUARY 19, 1988. 0 JO, 169 sq. ft. "t I
PREPARED BY REINO E. HYYPPA & ASSOCIATES. i- I I ARE REQUIRED UPON STREET EXTENSION.
LO 1_
0') 0.69 Gc.
ILM 2,19J sq. ft.
3. INDEPENDENT RESURVEY - SUBDIVISION PLOT PLAN, PREPARED (_0 00 51 DETENTI N AREA 0. 05 cc.
FOR ROBERT C. & CAROL N. HATCH, 1080 AVERY STREET, It w
SOUTH WINDSOR, CONNECTICUT, SCALE 1-=50', DATE 10-12-95 co (6 z
40' F. Y. z 0
-15-96, JOB No. 92-618, BY DESIGN PROFESSIONALS, INC. IT- I �S,4 q
REVISED TO 7 57,278 sq. ft.1 00
00
N
1. J1 cc.
Zi 105'18'25" 1 1 1 1
'07'18-
R 55.00' A 08
T 72.08' 40' F. Y. F;r_=_5f5_00
4(� F. Y. -26-1 '31'
I L
c6 L 101.09' T = 37. 411
t : 90*00'00" L_'�_=_74.50'
0.
,L = 42'20',33" A = 6 L�R 25-00: R&ES EA SEMEN I IN FA VOR OF TRE TOM OF SOULY WINDSOR A 08.0 128.71'
90-00
R = 60.00' T 25.00 - --IT =r-4-75.00' 31.19 S 08*47'45" W
R = 25-00 T 20' MDE STREET T
0- -T=2S-2-4 - -T-= 7n) L _3 9.: �7_ - - - - 11
0. T =J.3.76L_ 74-52�
L 44.34' - L . �27' -41- 67.40' SOO-3957"NN ;%d-.: :X:: -
+ 08-07'48"
(A 001 19+00 18+oo 17+00
_j S 08-47'45" W
N08*47'45"E 0. C__ C� L
L7.5- 126.45' 2474 43 R = 50 Ld
,j 56.12'
B 1W B S 00'39157
S 08'47'45" W SOIB'47'45' 122.43' 20+00 T = 35.53 187.40'
@ 0 1 L = 70-95*
8 105.71
L 08*07'48!'
_-44, J
0-) 26+00 0 (025+00 24+00 S 08'4-7'45 W R 23+00 22+00 04 R 500.00' S 08*47'45" W A
26+71.01 Ir I
21+00 GD) 145.28'
THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS TA"+65/
536.01, 70.95' OW
10 b 4+32.43 ___+TffU_1V8_UL_t_LA -4 = 08-07'4C_�
WHEN STREET IS EXTENDED PAVEMENT REMOVAL, GRADING, '57
TEMPORARY 6 S 00-39 R__�= I -
t�7500'
713.r3A co
SEEDING. EXTENSION OF CONCRETE SIDEWALKS AND ALL =k ------- T - '47 7W �-1 A 59 07'08
OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC U9 C n0-A-7'ACZ- %A1 27-Ag T -I' -E�S 40' r, rm,
ARE REQUIRED UPON STREET EXTENSION.
LEGEND
0 EXISTING IRON PIN FOUND
0 IRON PIN TO BE SET
El MONUMENT TO BE SET
NIF
0% 8 & A 41% r- --t P-% A-% 8 N A r% M ^ I I e%
L;HA,-:,i1= UffUMAMUOx LLL.,
MONUMENT
NUMBER
MONUMENT COORDINATES
NORTHING EASTING
1
180320.03
215767.91
2
180312.39
215817.32
3
180245.85
215761.77
4
180245.27
215811.76
5
180140.15
215760.54
6
180139.57
215810.54
7
180073.04
21571�i4.OQ
8
180065.39
21,5804.40
9
179666.59
215742.69
10
179624.26
215751.98
11
179541.63
215723.35
12
179549.27
215673.94
13
179636.69
215671.63
.1
I't
1_1
I- I / z10 /
^�=� no
15
179729.70
215701.86
16
179758.23
215680.98
17
179807.64
215680.62
18
179828.52
215717.15
_G�x
UNLESS OTHERWISE NOTED, EXISTING U TILITY
'1_nr1A'nnK1C AC CW)UNI AOt7 PAIZ97r) OtJ AVAII ARI P
INFORMATION. ALL EXIS11NG UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
V)
JJ, 924 sq. ft. -v,\
z
0. 77 GC.
15' S. Y.
LO 0 A SEC 7-70N 4 NIF
7- 0
S 08'47'45" W MA -ffHE W & KATHLEEN REED
00 282.51'
0) --A
z
70' d.L&P. SEC 77ON 3 CP
EAS ENT 15' S. Y.
?:
U-) b
0 i__
12 t-
03 (n w V0 10
+
z z
J9,528 sq. ft.
0. 90 GC.
Lt- 15' S. Y.
tS 08'47'45" W
325.61'
L26.45' B 54.62' 150.00' 150.00' 48.93' A 0714.8:L (A �_ I - - - - - - - - -
_q§� T = 31.19' NIF
-FZ-= 525.00'
T 3Z. W,
A = 42*20'33" 3 k\ L = 56.75'
-C-= 74.50' LN1606 DELPHINE
R = �O 00' 20' WDE S TREE T 7REES EA SEMEN T IN FA VOR OF THE TO WN OF SOU TH WIND )'OR
T = 23.24! 2, 12 7 s q. ft' DONAHUE&
L = 44.34' No. 6120B 0. 048 cc.
1_�. - 71 r_. _. F7- -I_ 40' No. 625A ACQUELM
Z-1 luo to 40 40' F. Y. 4u I_. Y. 40 F.Y. -11- P-0-R-If REVERTS TO ABUTTING PROPERD N
R 55.00'
rm rm u GALLAGER
T 72.08' Z IXEN S�RET IS EXTENDED. PAVEMENT rRmEuMr0LVmA1L\,0wRADm1N0,
SEEDIN EIN N OF CONCRETE SIDEWALKS ANq ALL
Z I
L 101.09' 3: OTHER %OR NS110DENTAL TO REMOVING THE CUL-D�-SAC
ARE REQUIR UPON STREET EXTENSION.
01 0)
>: Cq
. I a I . I (/) I 0D REIVA ININ G AND
V) to ^0 >: >: L0 0
0 V5 >: q LC) Z
C) (0 �2 6 OF
0 �2 6 . C)
;R; C'4 U-) . 0 Ln Cq
C-4 C)
z z (32) JEA N MA /�C
(3-3)
JO, 000 sq. ft. 1 50, 000 sq. ft. J0,32,3 sq. ft. JACQUES
0. 68 ac. 0.68 cc. 0. 69 cc. (72,795 sq. ft.)
I I (1. 67 cc.)
�Jo 04 7 sq, ft. 50' R.Y. 50' R.Y. 50' R.Y. 50' R.Y.
0. 68 ac. N6T A BUILDING \LOT
150.00' 948.66' (2,331.96' TOTAL) _:IL4.8 8'
133.78' 1 150.00' V 150'.00' �L At
*47'45" W a S 08*47'45" w S 08*47'45" W S 08*4745" W w S 08*47'45" W 0 8'4 74 5 " W
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SEC -BONS 20-300b-1 THRU 20-300b-20
nF THP PFC,'[ 11 ATIn q OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
- ____'_ N
i�E**S'TATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P, MARTEL LIC. No.
I
5
3/12/99
I I
UPGRADE BOUNDARY INFORMATION
KMI
4
11/5/98
ADD R.O.W. DIMENSIONS
ELH
3
10/10/98
AS PER TOWN ENGR COMMENTS (9/15/98)
ELH
2
9/3/98
AS PER TOVM ENGR COMMENTS
ELH
1
6/25/98
ADD EASEMENTS AND REVISE ABUTTER'S NAME
ELH
NOJ
DA TE
DESCRIPTION
11
8 Y
J5' CONSER VA 7701V EA SEMEN T VIA, 7 7ON EA SEMEN T
IN FA VOR OF IN FA OR OF
THE TOWN OF'SOUTH WNDSOR THE TOWN OFtU774 WINDSOR
A i IF-
1wr
LAND OF EDWIN W. GERBER
(860) 291-8755 PROPERTY SURVEY
I rD-)fl rn%9P 0M A M&
GRAPHIC SCALE U-U=W U U_1169;m
Q 0 20 40 80 esign
1 1111111111111111111111 , I
0-iiiriiiii%menlllllllllliiiiiiiiiiiiiiiiiiiiii111:1 Mm I
IN FM &rofessionals, inc. DESIGN: ELH DRA WN: ALL CHECKED.
I
I inch = 40 ft. 1 civil engineers * planners - surveyors * gis joB A(o: 95-8J7 IDA TE: 6-8-98
165 south satellite road, south windsor, connecticut 06074 DRAWNG NO.: D.- kJ0B\958J7�8J7SP.DWG
e,OUTH-VVIN V)"
-1
I SHEET
PA R TRIDGE AMA D 0 W ff
(S-UBDIVISION - SECTIONS 3 & 4) 3
RESURVEY PREPARED FOR
JMJ CONSTRUCTUON CO, 1/18
SOUTH WINDSOR CONNECTICUT
AL
NIF
NIF
STEPHEN T. & NIKKI L. FORAN
ROBERT & Kltq SELIG
N 08044'00" E N 08*38'50" E N 08*19'20" E 9.99' 4r -T*-1
-k6l -T N 89*49'30" E
145.00, 330.26' TOTAL) 185 . k , 294.36'
177.16' LN16Z 5\ 25' EA SEMEN T
//V FA VOR OF SELIG NIF
C.L.& P. FOR THE PURPOSE OF
CL& A No. 61228 INGRESS, EGRESS U77LITIES IRMA LE
E'
No. 625A
0 50' R. Y. 50' R.Y.
50' R.Y. 5 0' R. Y.
0i
0
NIF 14) 11, 065 sq. ft.
CHASE ORCHARDS, LLC J5,724 sq. ft. 0. 75 a c.
U)
0. 82 cc. >
^U)
C)
06 LN P
(-0 06
U)
N :�
00 . n, -2'8�36"
42, J6J sq. ft. 60- 1!//
00 0. 97 cc. z 76, J41 sq. ft. R 225.QA�
C', I
-rr-'z I ;I/ - r, r, o -r
IHIS PROPER" -ulK 1. 75 cc.
-vr
" '%r
MEN STREET IS EXTENDED PAVEMENT REMOVAL, 0�'A"D`I'N'�, L
SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL
OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC
ARE REQUIRED UPON STREET EXTENSION.
C5
A
Z� 105*18'25"
T 72.08' 1--,
R 55.00' 40' F. Y.
1 1 40' F. Y. 40' F.Y. --Tf--35'07"
L 101.09' R = 175.00'
A 42*20'33" T = 59.55'
1 00
MONUMENT
NUMBER
MONUMENT COORDINATES
NORTHING EASTING
19
179953.14
214911.74
20
179924.62
214932.62
21
179825.20
214924.97
22
179854.32
214896.44
23
179753.44
214880.83
24
179711.10
214890.12
25
179628.47
214861.50
1-76azp, 4q
1>1 A5Z1 -7 AQ
27
179723.54
214809.77
28
179761.08
214831.42
29
180300.10
214965.42
30
180307.74
214916.01
31
180442.86
214940.26
32
180418.78
214896-44
33
180532.88
214890.79
34
180508.80
214846.97
m DV.UV L tx
T 23.24' 2o, wDE s TREE r 7REE5 EA SEMEN T IN FA VOR OF THE 7*0 WN 6 F SOU TH WNDSOR C4
C-=-44-Y4-
21.00'1 145.00' 185.43' 201.73'
.3 -12 6 -45' R-
2 S 08*47'4,5" W @ S 08'47'45" W 31
- - - - - - - - - - - - - - - - -
J r
co -4 z
z 7+00 5+0� 00 3+00
9+00 w 8+00 S 08'47'45" W 6+00 lotf
C� + It
9+68.01 w
Lo STA:O+O�/1--11" 685.63' SANT WA Y L0
6+83.35
&Z -DE-sA o 12,219 sq. ft.
P-67'\ 1�� S 08'47'45" W
S 08-47'45" W S 08-47'45" W S 08*47'45" W cc.
B 102.08' R 190.22' 0.23
160.86' 29 __R�f 225.00'
A 90,00,00" T 71.50'
R,-- 2 5-0 0' 1/ == 138.46'
A go-Ob"00" �T = 25.00- T-1 % NIF
---R- 007 L f-�' A = 02*19;73:4�"
OC
0
@ R = 225.00' ROBERT G. &
E T TREES IN FA OF THE TOWN OF SOUTI NDSOR T 25.
39.r
7
A = 42'20'33" L 39. 7 T = 4.57'
PI)
C
0 0
R = 60.00' 3: L = 9.13' JENNIFER L. CLARK
T = 23.24' -
L 105'18'25" - 05/ 121 PHEASANT WAY
- - - ---\ 0
R 55.00' L = 44.34' 40' F. Y.
C� z-
>i b LO
T 72.08' LL: -26-- !� 0 -4-
L 101.09'
Co z: 2 69
cc; z: 16.18 ------
z ED E��a - - - - - - EDEEXa)e)aa j6--
05 J1, 072 sq. ft. 08*54 3 W
J4,061 sc. ft. 0. 71GC.
0. 78 cc. V)
NOTES: I I I k I I LZ 10 PAR ELS PROPOSED TO BE DEEDED TO
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 00 15' S.Y. 15' S. Y. REIVA INWG L A ND THECOWNER OF 121 PHEASANT WAY.
ALL MONUMENTS AND IRON PINS TO BE SET WILL BE SET t I I -
UPON COMPLETION OF THE SUBDIVISION. OY
2. ALL PROPERTY LINES AND STREET LINES INTERIOR TO THE S 08*47'45" W S 08*47'45" W
1-1 .1FAA1 )VAPC
SITE ARE ORIGINAL LINES. 246.58'
\dA CQUES NIF
3. HORIZONTAL DATUM BASED ON MDC.
0 15' S. Y. 15' S. Y. (179,494 sq. ft.) JOHN & DONNA LALIBERTE
0
(j)-- +8 (4. 1 -�? a c.
MAP REFERENCES: 0
NOT A B61LDING LOT
1 . MAP ENTITLED "BOUNDARY SURVEY", PREPARED FOR V-) 1 1
JMJ CONSTRUC11ON COMPANY, SOUTH WINDOR, CONNECTICUT. 40 MIS "(3\
No. 9255, DATED JAN. 31, 1995. b
SCALE 1"=100', SHEET 1 OF 1, MAP _0 U') p ,
��:
C) r-
PREPARED BY GARDNER & PETERSON ASSOCIATES. Ln -0 ^0
r-) Ln
2. SUBDIVISION PLAN FOR PARTRIDGE MEADOW, PREPARED FOR 0-0
JMJ CONSTRUCTION COMPANY, SOUTH WINDSOR, CONNECTICUT. -JI,726 sq. ft. z z
SCALE 1"=40', SHEET 4 OF 26, MAP No. 13-87-11), JO, 242 sq. ft.
DATED APRIL 20, 1987, REVISED TO FEBRUARY 19, 1988. 0. 72 a c. I I �� z
Lj� b
PREPARED BY REINO E. HYYPPA & ASSOCIATES. 00 'Z 1 0. 69 cc.
50' R.O.W.-I
3. INDEPENDENT RESURVEY - SUBDIVISION PLOT PLAN, PREPARED
FOR ROBERT C. & CAROL N. HATCH, 1080 AVERY STREET,
-12-95 15' S. Y. 15' S. Y.
SOUTH WINDSOR, CONNECTICUT, SCALE 1"=50, DATE 10 L - 26- 10 - -
REVISED TO 7-15-96, JOB No. 92-618, BY DESIGN PROFESSIONALS, INC. -j I I kR 'OT 8C PO"',
S 08'47'45" W 444 S 08*47*45" W C T
I I - + iz F TIC y
241.51' 239.41' CONN F
115.00 KIGHT
15' S. Y. >: LL- 15' S. Y.
LL-
LoV1606
W
L() 0 Lo Lai
0 0 z- C'4 6
-7�
�2
CIA 00 z
L11
00 J1, 068 sq. ft. z JJ, 924 sq. ft.
-z 0. 71 cc. 0. 77 GC.
+
15' S. Y. 15' S. Y.
-1 1 1 2-1-- A SEC77OAt 4 NIF
SEC 71-ON 4 ;�f Z5 1 1
C'i 6
r- (0 MATTHEW& M THLEEN REED
4 S 08*47'45" W R; 00 S 08*47'45" W A
236.45' z 282.51'
3 70' C.L.&P. CP, CP
er-^-rl^Al 7 \ k SE-C 770AI J
15' S. Y. EASTENT 10, S. Y.
0
LO 0 Lo LO
L0 6 Ci
n n38 .01, h n49
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20 (860) 291-8755 PROPERTY SURVEY SHEET
LE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN PARTRIDGE MEADOW H
LOCATIONS AS SHOWN, ARE BASED ON AVAILAB 5 3/12/99 UPGRADE BOUNDARY INFoRmA-noN KMI THE STATE OF CONNECT1CUT" AS ENDORSED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCAU Moir FILM
INFORMATION. ALL EXISTING UTILITIES SHOULD -2. 80
21 (SUBDIVISION - SECTIONS 3 & 4)
BE FIELD VERIFIED PRIOR To CONSTRUCT`ION. 4 11/5/98 ADD R.O.W. DIMENSIONS ELH IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A 40 0 20 40
_Oesign
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/10/98 AS PER TOWN ENGR COMMENTS (9/15/98) ELH TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Urofessionals, inc. DESIGN: EL H IDRAWN.-ALL 'CHECKED. RAIRM RESURVEY PREPARED FOR
BY A LICENSED LAND SURVEYOR PRIOR TO 2 9/3/98 AS PER TOM ENGR COMMENTS ELH ( w FEW ) I
CONSTRUCTION. I inch = 40 ft. I JOB IVO.: 95-8J7 JMJ CONSTRUCTRON CO,
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/25/98 ADD EASEMENTS AND REVISE ABUTTER'S NAME ELH 12882 1 civil engineers - planners a surveyors * gis I ad TE. 6-8-98 SOUTH WINDSOR CONNECTICUT 18
ON BY RICHARD P. MARTEL LIC. No. 165 south satellite road, south windsor, connecticut 06074 DRA WNG NO.: D.- � d08 958J7 \ 8J7SP, D WG
SOUTH WINDSOR
ENGINEERING DEPT
UZI NV.-3w.00
INV.=21534.00
S] NV.=,336.50
(00 11
F.F. GAR.
-344.00
a.
X 345.0
0-
w )_ - - SEC 77OA( 4 NIF
x +
Lto 0 %1 - -
NV-_
'NV.=M.50 NV
-TAR
31.4 .00
C
kR_
00 X 3 4 J5O
SECIMN \4
X 34L8 MA TTHE W & KA THL EEN REED
08*47'45" IN < S 08*47'45" W
6 r- - -A-
2,36.45' PCB#q _r_� �z PCIf#1O 282.51
F;�39.62 TF= 339.62 1_�_.
5 TIN 332 03(SW 4-) , �11N Vk--35 3, 1, - 7 W
3
33
31
7532:03(SE 4- 1 (NE 4t*)
4 IN 30
INV=i3l.11
SEC 77ON J A INV=
IN 3( 6 Y9 J
J6 F
F.F. GAR.
=.341.00 3:
_ z I - - - - - I N
38 4`INV._=.50 0
X 341.2 PsMH# -49
TF=339.2 0C T.O.W.=342,
INV=321.70 V, . . (A so 41r'
T.O.W.=342.00 + .034
z- - - - - -
X 341,2 26' INV.-332.50
S- __i4 - . "_ -
F.F. GAR.
=341.50
S 08-47'45" W S 08 47'45"
325.61
_0
Q0
50- R.O. NG LAND
REMAINI
of�
7*00
F.F. GAR. /f
*-J- -1--\Y A r-i
y L/L A It V M74M E7
7
PSMH123 C14 �5 01 tXA CQUES
TF-330.
1� T.O.W.=335.00
INV-321.15 00 w
T.04W.-338. 00 _\
S INV.-325.25
INV.-326.50 V
(Y) INV.-32&00 - I __ \ \ I I
* -
F GAR FIR NOT A QUI DING LOT NIF
t%34.00 1 W PO
0. C I)E I JMJ CQNSTRUCTION
Lk AC EOSS
- - - - - - - - - - - - - - - -
Emil --INV=318.56 f-niADAA1V 1A11
LEGEND
9
EXISTING IRON PIN FOUND
ID
MONUMENT TO BE SET
0
IRON PIN TO BE SET
STONE WALL
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING UTILITY POLE
EXISTING CATCHBASIN AND PIPE
PROPOSED CATCHBASIN AND PIPE
S)I
EXISTING SANITARY MANHOLE AND PIPE
0-
PROPOSED SANITARY MANHOLE AND PIPE
OCO .
PROPOSED SANITARY CLEANOUT
-s-
PROPOSED SANITARY LATERAL
-I-
PROPOSED FOUNDATION DRAIN
w -
PROPOSED WATER LATERAL
IPROPOSED
HYDRANT
<__
SURFACE DRAINAGE FLOU'V-11 DUIREICTIOINI
*W-3.34.50
PROPOSED FOOTING DRAINS WITH
BACKWATER VALVES
S 08'47*45" W S 08'47'45" IN
224.04'
PCB + 2
TF=3 0 13-90 24`*R�C PO
T 8#2
I V
52( q�W _5 HT
=31
3, uG
INV= L7 N
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AP 'ROOD CON 50
+ A
F.F. GAR.
�327.e 0 - - - - - - - - - -
___7S
......... IFIE P
... U11 ILL TAI
:g
'X 50
C14
F.F. GAR. T.O.W.=328.00
=326.00 PCI3#25
- - - "I EO ASIN------ DBL-TYPE I\
0 S11 CL I - _ �_ ,
'N IN�=mli�K
!P ARY REPLACE E�X.C�ANHOLE
INV.-317.00 INV.-319.w. W.-310.75 ERM FRAMEANE ER
POI VATH TYPE 'C' B TO�P.
NE
A 05*18'25" DETENTION BAS OU ET PCB#2,3
1 11 --- ) I DIIL�TYPE I
-26 PCB#21 A = 08*07'48",
T 8' emo 0 12.94
+
INV=316.08 117=314.73 R = 525.00' INV=306.89
INV=308.22._j
0
TF=319.09 4.50'
f 171
101.09'
-0*00,00"1 jPC8#29 A 90,00,C)O"
4;20'�W 0*00,00" A 0'
R 60.0 R 25.00' -=:- - -
� 'A' T 25.66- ;_;Z_�_� -
-20' R
T 23.2+ T -125.00' 3 T 33.7f�__ 74.52�
L 39. 2 #17 P ----- --
L =*4 *54, 0 L 59.27' TF=315.85 SOO*39 j
712
111`7= 7% +
INV=311.47 (,1 '45" W 18+00--1 17+00
PC8#13 56.12'
rCB q.PROPOSEC') !I PCB119
126.45' 247443.. 157
CO-PCEI#A 4/ 45, 32, __;f_ "4w _W_�: IVI: INV=310.04 20+00 S 00*39 40'
I � 7=319.09
T %26710 PCB#28
F-_3 .0 N -tL 38 iz� I i I - jO531'
'.:- - - INV=,314.711 08'07'48" ry �Z""fkt
INV= - - - - - - - --
�I,OO PC8#1 4 S OA*A -R �s uo-%q-/ 40 w mag�&l J
NS7ft-L' TOPS SHAL BE 11
TA 24+ 9 23tOO
--A __1 - i �, �6;�
CO-Pc�� TEMPORARY CUL-bE- INV-316,86
Ste INV=315.91 944-32.43 /536.01' b 1 70 PSMH#19
- ___ _1 I - -4
TF=322.71 pn,( - f" f TF-31
INV=318.76
Mr. 4 T 3,3.,7 6 8 TF-309.60
- - - - LrEM 0 - + INV=305.88�
CO-PMH#C
TF=324:t !I PCB#15 4 VAD POSED L-e-67.40' >
INV=318 56 �_�04 A� QK47'45 if - - -
INV=517_58 150.00, PCE1#181 PSMH120 A 0 07'
7-314�41
TF=313.60
- - _w"__1NV=31ID_.1 NIF
T 37.
126.45' PSMH#21
lo --po"I.1 �22 1 L 74. 0' DELPHINE
= 42*20'33" TF-3 no TF-319.45 k--, LM1606
= 60.00' INV=313.20 01
A CL.& P.
REFER TO SHEETS 12 & 13 FOR T = 23.24' -AT ft. 61208
L = 44.34' -4 �L. P.
No. 625A 'JACQU
NOTES AND DETAILS PERTAINING I
'L 105*1 '25"
TO CONSTRUCTION.
00
T 72.*08
=313.00
L 101.09 T-O.W.=317.00 r /f T.O.W.=315.00
F.V GAR. F.F_GAR-
�_316.00 F.F. 4G.�� X_
INV.- .50 =31 W-3-04-50 - - - - - - Q12.00 N
INV.-
14 04
T,O.w._32O _REVAIINING AiVV----'
v 6 C4 0
Fy, CAR- 0
.00 179 34 Cq x 309.3
NIF "Z 00 z JEA' N AYAR\(
CHASE ORCHARDS., LLC
tJA COUES --------
"I A
35
S! - - - - - - -
IN -306.
- -r -0
INV.=304.10 T A 3UILD[NG\L
INV.-,308.00
L NV310.70
133.78' 150.00' 0 1 -Su OF" 364.88'
U - !m 1 �5a. b - -
S _p8'47'45 w S 08*47'4-5"" W 13 --08'47451) W S 08*47'45" W_ 08'47'45" W
X 306.1
NIF
IAND OF EOWW W.GERBER
(860) 291 -8755 PROPERTY SURVEY SHEET
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-,300b-20
I r)rAnAMIZ A IZWnWIJ APP PAqrn InN AVAII ARI F I I OF THF RFCtJI A ONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN MfS fil rf_%V1_Mfr14 rr-%Vl fAXF\n PA R TRZ WE KEA, W W 17
II-- - - AS _11 U k9w
NG UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIA'nON OF LAND SURVEYORS, INC. GRAPHIC SCALE FI-14AHNS
INFORMATION. ALL EXISTI -2 AND VERTICAL 20 40 80 19
4 �4 40 0 sign ISION - SECTIONS 3 &
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6/11/99 CHANGE ORDER: REVISE SIDEWALK KMI IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A (�UBDIV
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ELH ACCURACY CLASS T-2. 6m r 5
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CONSTRUCTION. 1 /25/98 ADD TEMP. STONE BERM TO DETENTION BASIN ELH 1 inch = 40 ft. jwNo.: 95-8J7 DATE.- 6-8-98 JMJ CONSTRUCTRON (CO. 18
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 civil engineers III planners * surveyors III gi SOUTH WINDSOR CONNECTICUT
RICHARD P. MARTEL LIC. No. i DRA WNG NO.
IMPRESSION SEAL AND ORIGINAL SIGNATURE BY 165 south satellite road, south windsor, connecticut 06074 D.- �J0fk9,58J7\8J7Sf.DWG
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION .1-110
SOUTH WINDSOR,
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INFORMATION. ALL EXISTING U11LI11ES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
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THIS PLAN IS FOR SEDIMENTATION AND 140 0 20 40 8.0 nesian CSUBDIVISION - SECTIONS 3 & 4) 7
3 10/10/98 RELOCATE HAYBALES AS PER CS RELOCATIONS ELH es DES1,9N.- ELH DRAWN. ALL77CHECKED.- RAIRM RESURVEY PREPARED FOR 9
2 9/3/98 AS PER TOWN ENGR COMMENTS ELH EROSION CONTROL ONLY, AND IS NOT TO IN FEET Grof ' sionals, ine.
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1 6/25/98 ADD SILT FENCE TO STOCKPILES ELH- BE USED FOR UTILITIES CONSTRUCTION. I inch = 40 ft. 1 civil engineers o planners * surveyors * gis xol No.: 95-8J7 DA TE.- 6-8— 98 SOUTH WINDSOR CONNECTICUT 18
NO. DA TE DESCRIPTION BY-- 165 south satellite road, south windsor, Connecticut 06074 DRA WNG II D.- \,/OB \ 958J7 \ 8,37SP. D WG
SOUTH WINDSOR
ENGINEERING DEPT.
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67 1 11
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
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3. THIS PLAN IS INVALID UNLESS IT BEARS THE
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9/3/98
AS PER TOWN ENGR COMMENTS
ELH
NO.
r4
DA TE
DESCRIPTION
By
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAI_ ENGINEER/SURVEYOR.
(860) 291-8755
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rofessionals, inc.
civil engineers 9 planners * surveyors
165 south satellite road, south windsor, connecticut 06074
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---------------- ____
V
.
F ____
L
0+00
REVISIONS
1+00
2
3/31/99
AS PER CT. WATER CO.
KMI
1
9/3/98
AS PER TOWN ENGR COMMENTS
ELH
NO.
DA TE
DESCRIPTION
8 y
2+00 15+UU 4_+UU
5 2"
-�\' 7
SCALE 1"=40' HORZ.
1"= 4' VERT.
(860) 291-8755
esign PLAN A Por R'"M FO LE
rofessionals, ine. DL-SIGN. ELH DRAWN. EL H TCNEOKED: RA
civil engineers * planners - surveyors j0B No.: 95-8J7 DA TE: JUNE 8, 19,98
165 south satellite road, south windsor, connecticut 06074 DRA WNG NO.: D: JOB ZZLJ7 PR7DWG
�8J7-
354
352
350
348
346
344
342
340
336
334
332
PROPERTY LINE
330
STA 9+68.01
STA 5+11.21 (CHASE ORCHARDS)
ELEV. 331.71
MATCH PROPOSED
MDE
,328
BY OTHERS)
326
324
322
T
1 WWDI��,�z�,O A -nl ?17 /7/7
VV -//ZZ
(SUBDIVISION - SECTIONS 3 a
PREPARED FOR
jmj CO.
SOUTH WINDSOR CONNECTICUT
SpITTN W►I4G pEPY.
ENGjNEEsjt4
GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS
AND SPECIFICATIONS.
2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS.
3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP AFTER FINISHED PAVEMENT IS APPLIED.
4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5. FIELD CHANCES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET.
7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
8. CLAY STOPS ARE REQUIRED IN ROCK EXCAVATION.
9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.
"CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION
MOREOVER, CLEAN TYPICALLY EXCLUDES,
TO SURFACE WATERS OR GROUNDWATERS.
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING
MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS,
TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING
FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON -COMBUSTIBLE; AND
BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SMALL BE REMOVED
FROM SITE, NOT BURIED.
11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO
ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON PHEASANT WAY,
TRUMBULL LANE, AND DART HILL ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP.
13. PROPOSED STORM DRAINAGE PIPES SHALL BE ADS N-12 SIZED AS DEPICTED ON PLANS.
PROPOSED DRAINAGE STRUCTURES SHALL CONNECT TO EXISTING DRAINAGE SYSTEM WITHIN
12'
111f_� 31-
5" CCNCRETE SIDEWALK
(SEE DETAIL)
At ope-
RO V U/_�
C
1/4"PER FOOT 1/2"PER FOO
P �)�CsE�vn
4" TOPSOIL & SEED
FLOW
4" STONE
�& Op
15!
TRUMBULL LANE. W
14. PROPOSED UTILITIES SHALL TIE INTO EXISTING UTILITIES AT THE END OF THE CUL-DE-SAC
FOR TRUMBULL LANE. TRUMBULL LANE SHALL BE EXTENDED AND TEMPORARY CUL-DE-SAC 3' HIGH STONE SEDIMENT BARRIER
REMOVED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF SIDEWALKS, AND ALL OTHER
N.T.S.
WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC ARE REQUIRED UPON STREE
I
.
15. RODENT SCREENS SHALL BE INSTALLED ON THE FOUNDATION DRAINS FOR LOT 32, 33, 34, 35, & 42.
16. ALL MONUMENTATION FOUND OR SET IS DEPICTED ON SHEETS 3 & 4.
17. HORIZONTAL DATUM BASED ON MDC. VERTICAL DATUM BASED ON CGS.
18. PARCEL N/F UNDER THE CONTROL OF JEAN MARC JACQUES.
19- TOTAL AREA OF PARCEL = 1,127,172 sq.ft. = 25.88 ac.
20. PARCEL ZONE IS R-20.
21. CB #13 SHALL BE INSTALLED WITH A TYPE 'C-L' TOP IF TEMPORARY CUL-DE-SAC IS CONSTRUCTED.
HOWEVER, WHEN THE TRUMBULL LANE EXTENSION IS CONSTRUCTED, THE TOP FOR CB#13 SHALL BE
REPLACED WITH A TYPE 'C' TOP AND INSTALLED FLUSH WITH FACE OF PROPOSED CURB EXTENSION.
22. NO WETLANDS, WATERCOURSES NOR 100-YEAR FLOODPLAIN WERE DETERMINED WITHIN THE SITE.
23. EASTERLY DRAINAGE STRUCTURES DEPICTED ON PLANS WITHIN ABUTTING CHASE ORCHARDS
DEVELOPMENT SHALL TIE INTO PROPOSED CATCH BASIN #15 WITHIN TRUMBULL LANE, JUST AS
PROPOSED CATCH BASINS #26 & #27 SHALL TIE INTO THE WESTERLY DRAINAGE SYSTEM
DEPICTED WITHIN THE CHASE ORCHARDS DEVELOPMENT.
24. ALL LOTS READILY MEET 90' x 90' BUILDABLE SQUARE REQUIREMENTS.
25. BACKWATER VALVES SHALL BE INSTALLED IN THE FOOTING DRAINS FOR LOTS 38, 39, 40, 41, 43,
44, 45, 46, 48, & 49.
26. SEISMIC MONITORING SHALL BE CARRIED OUT VIA A THREE -AXIS, CONTINUOUS WAVEFORM DIGITIZING
SEISMOGRAPH AT THE NEAREST STRUCTURES (BUILDING, STORM SEWER, SANITARY SEWER). EVALUATIONS
OF SEISMOGRAMS TO ENSURE COMPLIANCE WITH USBM 8507 SHALL BE PERFORMED BY A PROFESSIONAL
SEISMIC CONSULTANT ACCEPTABLE TO THE TOWN ENGINEER.
CONCRETE OR
BRICK INVERT
B B
0 LIA
z
C,
1
cn
LU
CC_ 1(n
Uj LLJ
Lu
z
A
M : -
4 z
7'
FLOW
C'r7/'\-rinKI A A
rSTANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE WITH
MAX. OF FOUR COURSES
OF CONC. BRICK
00C' AcZT P9'INlF:0P(' f)
I RECASI 1-1111 ORCED
CONCRETE MANHOLE
ECCENTRIC CONE
REINFORCED CONCRETE
MANHOLE SECTIONS NTH
"0 RING" JOINTS
REINFORCED CONCRETE
MANHOLE BASE
FLOW
CONCRETE OR BRICK
MORTAR INVERT
6- 3/4- CRUSHED STONE FOUNDATION
SECTION B-B
REINFORCED PRECAST CONCRETE MANHOLE
N.T.S.
"a �x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
,j L4
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
RIT FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
14"XIO" FORGED ALUMINUM
STEPS 16"o.c. Top STEP
SAFETY RUNG MANHOLE
TO BE 4" BELOW FRAME
------- -
TYPICAL SIDEWALK SECTION
N.T.S.
4" TOPSOIL AND SEED
..........
... FILTER FABRIC
SHALL BE NONWOVEN CLASS 2
NTH PERMITTIVITY OF 0.5 TO 0.1 SEC -1
AND AOS OF 0.43 MM TO 0.22 MM AND
8" ROLLED GRAVEL SHALL MEET AASHTO M288-96.
10' WIDE GRAVEL DRIVEWAY DETAIL
N.T.S.
LA\NN/
STREETS/
STREETS/
LAWN/
CROSS-COUNTRY
PAVED AREAS PAVED AREAS
CROSS-COUNTRY
SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL
4"
�1,
Min.
.
%
Approved granular non -organic backfill
material and compacted in one
/I
I
placed
12*
foot (max.) lifts.
.01
0. 0.
Warning tape per Conn. General Statute
section 16-345, as amended, placed 12*
0
(min.) to 24" (max.) above the top of
the pipe.
0
0
0
Bank Run Gravel fill
Sand Blanket placed and compacted
.0
0,
in 6" layers. No stone
larger than 1 1/2".
12"
. .
. .. . . ..
Material shall meet
Pipe, as specified D.O.T. M.02.05
12"
OD : I ... .
1/2 O.D.
. . ..
. . . ,
i
1/2 0
PIPE
t
-3/4" Broken Troprock
PIP�D
1/2 O.D.
3/4' Crushed stone bedding material
1 �21 O.D.
in rock excavation or as directed by
the engineer. The material shall
PE
1
6" Min.
<�
q
meet D.O.T. M.01.01.21 for 3/4"
stone. Backfill to centerline of
<1
6" Min.
pipe when using Polyethylene or
A.B.S. pipe.
r12'
7
12" -1 0
4t
-
0.
PI
D. 2"
DE
TYPICAL SANITARY SEWER
TYPICAL
STORM DRAIN
TRENCH SECTION
TRENCH SECTION
N.T.S.
N.T.S.
REVISIONS
I
I
I
4 1
11/5/98 1
REVISE BLASTING PLAN NOTE
I ELH
3
10/10/98
ADD BLASTING PLAN NOTE
ELH
2
0/3/98
AS PER TOM ENGR COMMENTS
ELH
1
6/25/98
ADD BUILDA13LE SQUARE NOTE AND STONE BERM DETAIL
ELH
NO.
DA TE
DESCRIPTION
BY
50' RIGHT OF WAY
26' PAVEMENT
13'
BITUMINOUS CONCRETE CURB
3/8"PER FOOT
ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED
GRASS STRIP RESqRVED FOR HYDRANTS, POLES, ETC.
1/2"PER FOOT
/a
/V
lo, z 7 z
p
SUBBASE: 8" GRAVEL (DEPTH SHALL BE INCREASED TO 12" 4" TOPSOIL & SEED Roc/,(
WHERE LEDGE OR ROCK IS PRESENT) MEET GRADATION OF M2.06 GRADING B
BASE COURSE: 6" PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION M05.01-1
1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) &
1-1/2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED)
FOR LOCAL ROADS, IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15,
A 2" BINDER COURSE SHALL BE PLACED.
BITUMINOUS CONCRETE CURB
POINT OF APPLICATION
OFGRADE
3/8"PER FOOT
26' WIDE PAVEMENT CROSS SECTION-
N.T.S.
2"
2"
176o.o-
1/2'
\--4" TOPSOIL SEED
FINISHED BIT. CONC.
BIT_ CONC. BINDER
N=&- TYPE 'K2' BIT. CURB ROAD BASE
t TACK CaAT M VE &OP=
PPIDR M Mft KNUENT AS
Rf=lf= By UNK
COATING M K APRM PM
M 04AJdC FM 014 h
BITUMINOUS CONCRETE LIP CURB SECTION
N.T.S.
SEC11ON X-X
19" INTERMEDIATE RIP RAP
FILTER FABRIC
SHALL BE NONWOVEN CLASS 2
WITH PERMITTIVITY OF 0.5 TO 0.1 SEC
6" GRAVEL
AND ADS OF 0.43 MM TO 0.22 MM AND
SHALL MEET AASHTO M288-96.
PIP E
DIAM
A
B
C
D
E
F
H
JWT RIP -RAP
IN
15"
10,
7'
1-1 /2'
1
1
4-1/2'
1-1/2'
3'
6
18"
12'
2'
5'
2'
4'
8
21"
13'
9'
2-1/2'
1-1/2'
1'
7'
2-1/2'
4-1/2'
12
24"
1 17'
1 10'
1 2-1/2'
1-1/2'
1-
1 8'
1 2-1/2',
5-1/2'
15
30"
1 20'
13'
3'
2'
1 2'
1 9'
1 3'
1 6'
1
2'
1 2'
�1-1/2'
13-1/2'1
7'
1
ENERGY DISSIPATOR DETAIL
N.T.S.
EXCAVATED
TRENCH WIDTH
11
4W (MAX.)
(TO OUTER MANHOLE WALLJ 1-6-
PLAN VIEW
/-NATURAL CLAY
,;o
1 -FLOWk
2' MIN.
BROKEN TRAPROCK (rYP.)
NOTE #3
/-FABRIC (SEE NOTE #4)
/-PIPE
A
"-NATURAL CLAY
3/e BROKEN TRAPROCK (-NP.)
TO TOP OF PIPE
PROFILE 1AE
OF EXCAVATED TRENCH
NOTES:
1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF
MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS
DIRECTED BY THE TOWN ENGINEER.
NOTE14;
2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON
FILTER FABRIC SHALL BE NONVOVEN
BOTH SIDES OF TRENCH.
CLASS 2, WITH PERMITTIVITY OF
05 TO 0.1 SEC' AND ADS OF
3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND
0.43 mm TO 0,22mm AND SHALL
TOTHE TOP OF ROCK.
MEET AASHTO NNB-%.
NATURAL CLAY DRAINAGE
STOP DETAIL
N.T.S.
STOPPER
!%,
6"-30* BEN
D
EDGE OF PAVEMENT
6" Y BRAN(
WOOD 2N 2" STRIP TO 13E
CARRIED FROM SEWER TO ----
SURFACE OF GROUND
161,211*1151
DET,
GRAPHIC SCALE
1 0 .5 1 21
Clesion
IN FEET Gprofe�sslonals, inc. DESIGN: ELH DRA WN: EL H CHECKED: RdA
I inch = I ft. IIIIII JOB NO.: 95-8J7
I Civil Engineers Planners - Surveyors - CIS - I DA TE. 6-8-98
165 south satellite road south windsor - Connecticut 06074 DRAWNG NO.: D.- WOB \958J7\8J7DETA1LS.DWG
SOUTH WINDSOR
ENGINEERING DEPT.
AMMON&
6" Y BRANCH
PROPOSED SANITARY SEWER
PROPERTY LINE----
6" Y BRANCH
6"-30' BEND STOPPER
CRUSHED STONE
(WHERE REQUIRED)
JOINTING MATERIAL IN
CONNECTION TO BE SAME
r i AC kAA11,1
I YHIUAL tiANI I AKY tiEWEH
HOUSE CONNECTIONS
N.T.S.
NOTES:
1 . ALL HOUSE CONNECTIONS TO BE
MIN. AND CARRIED TO THE EDGE
LAID TO GRADE OF 1/4" PER FT.
OF PAVEMENT OR PROPERTY LINE
AS SPECIFIED BY THE ENGINEER.
2. "Y" SPACING AS DIRECTED.
R TRIDGE AMA DO W H
(SUBDIV
ISION - SECTIONS 3 & 4
PREPARED FOR
JMJ CONSTRUCTRON CO.
SOUTH WINDSOR CONNECTICUT
SHEET
17,
V-9 1/16"
2" DEPRESSION 1/4"xl/2" BACK-UP
STRAP TACK WELDED TO FRAME
1" DEPRESSION 1/8"xl/2" BACK-UP
STRAP WELDED TO FRAME
PLAN VIEW
OF
SPOT WELD OUTER FRAME S 49.5
TO GRATE AT 6" O.C.
DETAIL '13'
103AG, 1. a 3� "I �:-8 .
CROSS SLOPE AS PER-,,, 2-� 3/8 11 10* 1 4 f3m
CROSS SECTION 17-1
MASONARY LEVELING BRICKS
NOTES: C I �1� 12"' SEE DETAIL 'B' MINIMUM DEPTH, UNLESS SPECIFICALLY
1013/ir," ORDERED OTHERWISE, UNDER TRAVELWAY
1 . RED BRICK NOT TO BE USED. 1-7 1/2", UNDER UNTRAVELED AREAS 3"
2. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF 101 H/16-
w
THE UNIT SHALL BE AT LEAST LJJ
6" BELOW THE BOTTOM OF THE X 8"
<
PIPE OUTLET FROM THE CATCH >
- - - - - - -
.
---BRICK, CLASS 'A' CONCRETE, MASONARY CONCRETE OR PRECAST
3. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE CONCRETE UNITS. WHERE BRICK OR MASONARY CONCRETE UNITS
PERMITTED. MAX. CORBEL TO BE 3 ARE USED, CORBELLING WILL BE PERMITTED. MAX. CORBEL TO
BE 3".
NO PROJECTION SHALL EXTEND IN- I
SIDE OF LIMITS. 81,
8" 4'-51,ne" ""-�CLASS 'A' CONCRETE POURED IN PLACE
4. ADJUST FRAME ELEVATION L I
OR PRECAST UNIT.
WITH BRICKS 6" TO 12"
V-91/16 PERVIOUS BACKFILL ABOVE THIS
5. PROVIDE MINIMUM 2'-0" OF I
COVER OVER PIPE AT BELLS ELEVATION. MAX. DEPTH 3 -011
BELOW THE TOP OF THE STRUCTURE
6. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
SECTION 'A'
DOUBLE GRATE CATCH BASIN TYPE I
N. T. S.
0'-8 5/16'
'-6 3/11'-
0'-8 13/1 6.
l-3'-1 3/4'-
Type "C-L" fop and grate
- 0'-S 13/16'
01 18.����
---L STANDARD PRECAST
-T CONCRETE UNIT-
Y-6'
10 13/16-�
OUTLET PIPE
7 1/2"-
2"-
MODIFIED RIP RAP PAD---`
Class "A"
3'-" Y-0'
S ID
1-0. 41-0 1-0 Concrete �11-0431-0 1-0:lj
SIDE
FRONT
CIRCULAR �FASTENERS TO BE SPOT W�ELDE�DAS
AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH
MINIMUM 1/2vX3' STAINLESS STEEL BOLTS
,--Type "C-L" Top
with TvDe "A" orate
NOTES:
1. RED BRICK NOT TO BE USED.
2 WHERF PRFCAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
1/20 SMOOTH STEEL BARS
BASIN.
3. WHERE MASONARY CONCRETE UNITS
4"X8" OPENINGS 28'
ARE USED CORBELLING WILL BE
SPOT WELD 12 EACH JOINT
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS,
4. ADJUST FRAME ELEVATION
NTH BRICKS 6" TO 12"
TOP
5. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
6. PROVIDE 6l) OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
DETENTION
BASIN OUTLET
N.T.S.
FLOW
f-LARED END
PIPE BEDDING RIPRAP A
::�LARED END
� I
PIPE BEDD NG
IC 4" MIN.
FILTER FABIR PROCESSED GRAVEL
NOTE:
RIPRAP DIMENSION
SIZE 'A'
15"
MODIFIED
INTERMEDIATE 24
STANDARD 36"
RIPRAP INSTALLATION DETAIL
N.T.S.
7'-10 1/2"
PLAN \4EW
7 1/
2"
Z-SEE DETAIL 'A'
2 #4 BARS S-10"
LONG ON EACH SIDE
121
V-10 1/2"
2-
0 -
Lij
-i
M
<
Of
<
>
18-1
6'-6 1/2"
8"
7'-10 1/2"
2- 5 13
2 5/8"DIA. HOLE
FOR #4 BARS
7'-4" LONG
U
a
<
a
<
2L 3 1/2"x2 1/2"xl/2"
J/
1/4"
S4x9.5
DETAIL 'A'
lr% -z/irl'
SECTION A -A SECTION 13-13
DOUBLE GRATE CATCH BASIN TYPE 11
N.T.S.
C)
........ .......
3
.... ..... .
.........
................. 7 .......... . 6" LOAM & SEED
.....
S-O' B=S-O" \FILTER FABRIC
SHALL BE NONWOVEN CLASS 2 1
NTH PERMITTIVITY OF 0.5 TO 0.1 SEC
AND AOS OF 0.43 MM TO 0.22 MM AND
GRASS SWALE DETAIL SHALL MEET AASHTO M288-96.
N.T.S.
4" LOAM, SEED,
�I
PLAN VIEW
APPLICATION OF GRADE
STEEL I BEAM
6" LONG V-7
-.PVMT. CROSS-
0 bi
�/l 6" 0 co
x <-
Ld T- N
V)
z
2 (n
(n (n
z 'Z
Ld y
2 C)
6 <
Ld
U) Of
_j 0
-j g
<
Tno
91-01, FERTILIZER, & MULCH
TOTAL
12" MODIFIED RIPRAP
..... .......
2
........ 6" BANK -RUN GRAVEL BASE
......... ........................
.... . .................... . (D O.T. M.02.06 TYPE "B" GRADATION)
31-0" B=3 1- 0 11 FILTER FABRIC
SHALL BE NONWOVEN CLASS 2
WITH PERMITTIVITY OF 0.5 TO 0 . 1 SEC
AND AOS OF 0.43 MM TO 0.22 MM AND
RIPRAP DITCH DETAIL SHALL MEET AASHTO M288-96.
N.T.S.
11
I
I R2.
SECTION Y-Y
POURED CONCRETE CUTOFF WALL
OR PRECAST SLAB,
U.
ANCHORED TO CULVERT END DETAIL A'
D nts
DETAIL 'A' FOR USE WITH COR-
C (BARREL) B
1 -1 RUGATED METAL PIPE 54" OR
�-V' MIN. LARGER.
SLOPE LINE---"7�j
WALL (SEE NOTE 2)
SECTION X-x END VIEW
\-POURED CONCRETE CUTOFF WALL
OR PRECAST SLAB,
ANCHORED TO CULVERT END
DIMENSIONS FOR REINFORCED CONCRETE CULVER IEND
FLARE
REINFORCEM! ENT
ONE LAYER ONLY IN CENTER OF WALL
MIN AREA OF
MIN ARE . A OF
DIA.
A
B
C
D
E
F
R
R2
LONGITUDINALS
TRANSMERSE STEEL
SQ.IN.PER FOOT
SQ.[N.PEIR FOOT
18"
91,
2'-3"
S-10"
6'-l"
3'-0"
2'-5"
V-3 1/2"
V- 011
0.060
0.060
21
91,
2'-11"
V-2-
6'- 1
3'-6"
2'- 7 1/2"
V-4"
11-111
0.066
0.066
24"
9 1/2"
3'-7 1/2"
2'-6"
6'- 1 1/2'
4'-0"
2'-9 3/16"V-4
13/16-
V-2"
0.72
0,072
30"
11-011
4'-6"
V-7 3/4"1,6,:-1
3/4j
5:-00::
3'-l"
V-6 1/2"
V-3"
0.084
0.084
36"
V-3"
5'-3"
.3
2' 0 /4.
_1 3/4
S-11 11/15'
2'-5/16"
V-8"
0.096
0.096
42"
1 -9
5 -.3"
2"- 11,:'
8:-2::
6'-6"
4'-5 7/8"12'-3
1/2"
V-10"
0.108
0.108
48"
2'-0"
6'-0"
21-2
8-2
7'-0"
4-6 1/2::12'-4
1/2-
V-10"
0.120
0.120
Z -zi I lb
Z-U
60"
2'-6
5'-0"
3'-3"
8'-3"
8-0
6'-1 /2'
3--li/16"
2--0
0.144
44
12"
4"
2'-0"
4'-3/8"
6'3/8"
2:-0::
V-7 15/1�6-
10 1/4"
9.
0.048
048
15"
61,
2'-.3"
.3'-10"
61-11,
2'-6'l
2'-5/16"
V-1/2"
ill'
0.054
054
FLARED END DETAIL
N.T.S.
NOTES:
1.
RED BRICK NOT TO BE USED.
2.
WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
3.
WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
4.
ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"'
5.
PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
6.
PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
8"- -l'-1 5/8"
BRICK LEVELERS
3-5/8'�
VARIES
4'- 8 3/4"
I 1;!�
"'�'-CLASS 'C' CONC. --4 M:
OR PRECAST CO C.
N� I �
BLOCK
LL-�X\�-CLASS 'C' CONC.-/ 4'
4-4 5'-4-
SECTION 13-13 SECTION A -A
TYPE 'C' CATCH BASIN-
N.T.S.
-FINISHED GRADE
7
00
-
6"TO '12" BELOW'
BELOW GRADE
10 13/ :2
8 5/16l'
FINISHED GRADE 2
5" Y-8 3/8" 5" C14
4 13/16
-
3 -1 -3/4"
4 13/16" 1
3" MIN --iil
t - j
STANDARD PRECAST
9 11 A I
-BRICK LEVELERS -
CONCRETE UNIT
2'- 8 3 /4" 1
9 " V-8 3
12' 2"
zo
12' 2"
b, .1
-M N
D P
<
3: >
W
V)
11 �
0 w 7 5/8"-
-j -1
WW (n
z Uj 7 13/16-
b- Uj
03
i
::; 6
--L- -
-
%
:2
zg M
CLASS 'C' CONCRETE
OR PRECAST UNIT
8 3'-0"
4'-0" -18'
5'-4"
4'-4"
CLASS 'C' CONCRETE
OR PRECAST UNIT
SECTION A -A
SECTION 13-13
3-5/8'
4 TRAPROCK
UNDER BEND
IN -LINE CLEANOUT DETAIL
N.T.S.
625"
6ondIng
:' o es
2 1.5" Dio. 24.50" Dia. 0,75"
�andhn Holes
Handlin Holes F 1.50" F-2.125" 1.50"
91, 5" Dia.
T
831
1 50"
n7r,"
- - 1
6" 36" Dia.
48" Dia.
SECTION 13-13 1 A
CAST IRON FRAME
PLAN VIEW
1. RED BRICK NOT TO BE USED.
2. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
6
PIPE OUTLET FROM THE CATCH
BASIN.
3. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
4. ADJUST FRAME ELEVATION
NTH BRICKS 6" TO 12"
-0" OF
5. PROVIDE MINIMUM 2'
COVER OVER PIPE AT BELLS
6. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT
BASE.
TYPE C-L CATCH BASIN_
N.T.S.
CN CASTIRON HANDLE
&
8�. 5
0
< i o"
L
B .5'
6.5"
A
B
PIPE SIZE
WT. LBS.
SETTING METHOD
16"
12"
TO 6"
70 Ib
2 HOOKS
181,
12"
81,
75 Ib
2 HOOKS
20"
12"
loll
85 Ib
2 HOOKS
22"
16"
12"
100 Ib
2 HOOKS
25"
17"
15"
135
2 HOOK
28"
20"
1 18"
�b
1 155 b
2 HOOKS
CATCH BASIN TRAP
N.T.S.
NOTE
1. The lower surface of the cover and the corresponding upper
surface of the frame shall be machine finished to provide a
Smooth flat contact of fit, without any tendency for the cover
to rock or rattle.
STORM MANHOLE
ALTERNATE
0 0 0 0
0 0 0
A 0 o
L
0
04
0 e 00 01 0 0 0 0 0 o ED]
rolE OC%t D 0
0 0 13 0 O'C%?o 0 0
00 0
0
0
0
- El
23.875" Dia.
1,21" .2
0,7510.38" 1.25" 1 . 1 25
0.875"
1.56))
2
T- 0.56- 0
0.75" 3.6875"
-7 .56"
�-0.75'
1711 Dia.
SECTION A -A
CAST IRON COVER
N.T.S.
N. T. S.
I,< x
1 . . UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
860-291-8755
PAR TRID GE AMA DO W ff
0
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
GRAPHIC SCAI�E
esign
DETAL01
CSUBDIVISION - SECTIONS 3 & 4D
j <.n
W -11
0) Cn
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL U11LITIES ARE TO BE STAKED IN THE FIELD
0 .5 1 2
rof essionals., inc.
-H
PREPAREDFOR
BY A LICENSED LAND SURVEYOR PRIOR TO
IN FEET
DESIGN DRAWN. EL
EL H CHECKED: RJA
JMJ 0C)NOTRUCTRON (C(kmk-P*
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE AS PER TOWN ENGR COMMENTS ELH
I inch ft. I Civil Engineers Planners - Surveyors - Gis
joB No.: 95- 8J7 IDA TE. 6-8-198
IMPRESSION SEAL AND ORIGINAL SIGNATURE hin r) A TF- DESCRIPTION 13Y
165 south satellite road south windsor - connecticut 06074
DRAWING NO.: D., �JOS`k958J7�8J7DETAILSDWG
SOUTH WINDSOR CONNECTICUT
ur- 1HE PROFESSIONAL
S0U-Tj4W1t4DS0R
-PT'
SHEET
13
18
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY
THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE
PERMANENT VEGETATION IS ESTABLISHED.
2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36"
WOODEN STAKES PER BALE.
4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
AGENCY.
6. ANTI -TRACKING APRONS SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED. CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS
REQUIRED.
7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION Is TO TAKE PLACE.
9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY
SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH: RATE:
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERRENIAL RYEGRASS 1.0# / 1000 S.F.
10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY.
14. ALL TOPSOIL STOCKPILES SHALL BE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED AND
THE STOCKPILE REMOVED FROM THE ADJACENT LOTS BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED.
1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE- CONSTRUCTION
MEETING WITH THE TOWN OF SOUTH WINDSOR.
2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING.
3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL
CO-ORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS.
4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING.
5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD.
6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS.
RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT
IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION
BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY
MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND
MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE
OF WATER TO IT.
8. INSTALL STORM DRAINAGE, SANITARY SEWER, AND WATER MAIN. PROTECT TOP OF CATCH BASINS WITH HAYBALES
ANlr) FII TFR FARRI(' A.C� SHOWN IN THF DFTAILS.
9. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN AT THIS TIME.
10. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS
FOR LOAMING AND SEEDING.
11. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING
SCHEDULE.
ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 1998
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 1999
SEEDING SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR
-QI .... .. T OF Z) O1VV
t U VALLINI UF SL ...
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND
LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3
TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANENT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD
CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS
PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH
ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
If
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
CA
LOCA TIONS AS SHOWN, ARE BASED ON AVAILABLE
�0
INFORMATION, ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
NO. DA TE DESCRIPTION BY
TEST PIT #1 EXCAVATOR: SCOTT, JMJ CONST.-.:,l
E S T P ' T
D A T
DATE:
E
2
2/19/98 TESTING BY: ELHI
LOCATION: PM 11-SECTION 3-TRUMBULL LANE
0 C A T
0'
IL
SOIL DEPTH DESCRIPTION
S 0 D EF
0)) - 4;) TOPSOIL
0 4
4" -
4
2
27" LIGHT REDDISH -BROWN SILTY SAND,11
MODERATELY COMPACTED I
27" -
27
1 -
111 DARK REDDISH -BROWN SILTY SAND,j
MODERATELY COMPACTED
'-
LEDGE:
L EDGE
111 " MOTTLING: - WATER: ROOTS: i i
1
OT S.
NOTES:
FROZEN ON 2/16/98 J
"TEST PIT #2 EXCAVATOR: SCOTT, JMJ CONST
DATE: 2/16/98 TESTING BY: ELH
1111
LOCATION: PM 11-SECTION 3-TRUMBULL LANE
SOIL DEPTH DESCRIPTION
0"- 28" BROWN SILTY SAND,
MODERATELY COMPACTED
28" - 107" REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED OXjj
I LARGE ANGLR STONES @7' APPR
LEDGE: - MOTTLING: - WATER: - ROOTS: 29"''
1
NOTES:
TEST PIT #3
EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/16/98
TESTING BY: EL]H
LOCATION: PM 11-SECTION
3-TRUMBULL LANE
PTH
0"- 2"
DESCRIPTION
TOPSOIL
I2" - 27"
BROWN SILTY
MODERATELY
SAND,
COMPACTED
27" - 131 "
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED, DAMP
I >1 31
LEDGE
LEDGE: 131'y
MOTTLING:-
WATER:- ROOTS: 23"
NOTES: ---
TEST PIT #4
EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/16/98
TESTING BY: ELH_
IOrATIONI- PhA
1��1111_ I Zvi 1.
-�-TPIIEARIII
SOIL DEPTH
OI)_ 1p)
DESCRIPTION
TOPSOIL
1 35"
BROWN SILTY
MODERATELY
SAND,
COMPACTED
35" - 1,34"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
jLEDGE: - MOTTLING: -
WATER: - ROOTS: 36"1
NOTES: ---
TEST PIT #5 EXCAVATOR: SCOTT, JMJ CONST.'
DATE: 2/16/98 TESTING BY: ELH
!LOCATION: PM 11-SECTION 3-TRUMBULL LANE
SOIL DEPTH DESCRIPTION
0" - 31 ORANGY-BROWN SILTY SAND,
MODERATELY COMPACTED
31 49" REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED, DAMP
>49" LEDGE
ILEDGE:49" MOTTLING: - WATER: - ROOTS: 32"
INIOTP-q-
4�
TEST PIT #6
77CAVATOR: SCOTT, JMJ CONST.
DATE: 2/16/98 TESTING BY: ELH
LOCATION: PM II -SECTION 3-STEVENS WAY
SOIL DEPTH
n -4)9
DESCRIPTION
TOPIC' 011
I - - -
3""j
-
BROWN SILTY SAND,
MODERATELY COMPACTED I
32" 106"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LARGE ANGLR STONES @7' APPROX.
>1 06"
LEDGE
LEDGE: 106"
MOTTLING: - WATER: - ROOTS: 37"
NOTES: --
TEST PI.T._ #7
EXCAVATOR: SCOTT, JMJ CONST..
,
DATE: 2/16/98 TESTING BY: ELH
]LOCATION: PM 11-SECTION 3-STEVENS WAY
SOIL DEPTH
0))- 3"
DESCRIPTION
TOPSOIL
3" - 30"
BROWN SILTY SAND,
MODERATELY COMPACTED
30" - 81
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
I ARC,F ANrI R 1:�TONFQ, (dP)' APPROY
LEDGE
h>81
EDGE:81"
MOTTLING:- WATER:- ROOTS: -
NOTES: ---
TEST PIT #8 EXCAVATOR: SCOTT, JMJ CONST.
1 DATE: 2/16/98 TESTING BY: ELH
ILOCATION: PM 11-SECTION 4-STEVENS WAY
SOIL DEPTH
DESCRIPTION
1 0"- S'
TOPSOIL
S' - 42"
ORANGY-BROWN SILTY SAND
MODERATELY COMPACTED, m61ST
TAN/GREY CLAY DEPOSITS
- 122"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LARGE ANGLR STONES @7' APPROX.
LEDGE: -
MOTTLING: - WATER: - ROOTS: 39"
INOTES:
P IT #9
EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/19/98
TESTING BY: ELH
ILOCATION: PM II -SECTION
4-STEVENS WAY
i ,
SOIL DEPTH
1 0"- S'
DESCRIPTION
TOPSOIL
3" - 33"
BROWN SILTY
MODERATELY
SAND,
COMPACTED
33" - 82"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
>821y
LEDGE
ILEDGE: 82"
MOTTLING: -
WATER: - ROOTS: 27"
I NOTES: ---
J
I I
�TEST PIT #10 EXCAVATOR: SCOTT, 7 CONST.
BY: ELH
DATE: 2/19/98 TESTING
JILOCATION: PM 11-SECTION 4-PHEASANTS WAY
SOIL DEPTH DESCRIPTION
0"- 26" BROWN SILTY -SAND,
MODERATELY COMPACTED
26" - 112" REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LARGE ANGLR STONES @8' APPROXJ
k
!ILEDGE: - MOTTLING: - WATER: - ROOTS: 17" 1
11NOTES: MOSSY SURFACE
f
-
TEST PIT #11 EXCAVATOR: SCOTT, JMJ CONST.
DATE:
2/16/98
TESTING BY: ELH
LOCATION: PM II -SECTION
4-PHEASANTS WAY
SOIL DEPTH DESCRIPTION
0"- 13" TOPSOIL
13)p -
18)) BROWN SILTY
MODERATELY
SAND,
COMPACTED
18" -
124" REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LEDGE:
- MOTTLING: -
WATER: - ROOTS: 11"
NOTES:
---
TEST PIT #12 EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/19/98 TESTING BY: ELH
LOCATION: PM II -SECTION 4-PHEASANTS WAY
SOIL DEPTH
DESCRIPTION
0"- 87"
REDDISH -BROWN SILTY -SAND,
MODERATELY COMPACTED
>87"
LEDGE
if7nr_,p- w7l'
KAOT`Tlimr_�- WATPP- - POOTq-
- - - - - - - -1
1- 1 1 111 % I "I %. I - I -
NOTES: MEADOW - BURIED DRUMS & DEBRIS
PIT #13
EXCAVATOR: SCOTT, JMJ CONST.
[TEST
DATE:,, 2/16/98
TESTING BY: ELH
LOC 0
LOCAT71ON: PM II -SECTION
4-PHEASANTS WAY
SOIL DEPTH
0" - 37"
DESCRIPTION
BROWN SILTY
MODERATELY
SAND,
COMPACTED, MO IST
�1 37" - 94"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
>94"
TOPSOIL
LEDGE: 94"
MOTTLING:-
WATER:- ROOTS:
NOTES: --
GRAPHIC SCAIE
1 0 .5 1 2
IN FEET
1 inch ft.
1. EXCAVATE A TRENCH 4�
DEEP AND THE WIDTH OF A
STRAW BALE.
PACKED STRAW
PI AN VIFW
3, WEDGE LOOSE STRAW
BETWEEN BALESTO CREATE
A CONTINUOUS BARRIER.
IBOTTOM OF
DRAINAGE WAY
PLAN VIEW
CROSS SECTION
BALE
:'LACE AND STAKE STRAW
ES, TWO STAKES PER BALE.
�INDING WIRE OR TWINE
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL AS
SHOWN ON THE UPHILL SIDE
OF THE BARRIER TO PRE-
VENT PIPING.
OULD
POINT B. N AT
BE HIGHER THAN ELEVAflO
BALED HAY OR STRAW INSTALLATION
N. T. S.
6" CT D.O.T. 2" STONE TO BE PLACED
OVER FILTER FABRIC MATERIAL
SEE SEDIMENT AND EROSION
SHEET FOR PAVEMENT WIDTHS
EDGEOFPAVEMENT
THRU STREET
ANTI -TRACKING APRON
N.T.S.
860-291-8755
esign
CRof"sionals, inc.
I Civil Engineers - Planners - Surveyors - CIS
165 south satellite road - south windsor - connecticut 06074
SUBGRADE
CB GRATE
FILTER FABRIC
FILTER
FABRIC
CB TOP
NOTE:
REMOVE CB GRATE. PLACE FILTER FABRIC.
REPLACE GRATE TAKING CARE NOT TO
DAMAGE FILTER FABRIC. ANCHOR
WITH STONE OR EARTH PILE.
r
CATCH BASIN GRATE
SEDIMENTATION CONTROL
N.T.S.
EARTH OR
STONE ANCHOR
PILE
SUBGRADE
19 t9 STORM SEWER STRUCTIJRE
9
w- FLOW
FLOW
ANCHOR 'MTH TWO 2"x2'x3'
STAKES IN EACH BALE
HAYRAI F lNjqTAI I ATinw AT rATr.H RAqINjq
.......
N.T.S.
ANGLE POSTS
5* UPSLOPE
FOR STABILITY
AND SELF-
CLEANING.
FILTER
FARRI(-
DESIGN. ELH DRA WN.- EL H CHECKED; RJA
JOB NO.: 95-8J7 DA 7F. 6-8-98
DRA WING A(0- - D.- WOB \ 958J7 � 8J7DE TA IL S D WG
1. SET POSTS AND
EXCAVATE A 6"x6" TRENCH
POST UPSLOPE FROM POSTS. SILT
FENCING
95,
12" MIN.
3. ATTACH FILTER FABRIC TO
THE WOODEN POSTS AND EXTEND
IT INTO THF T FNCH
COMPACTED
BACKFILL
CONSTRUCTION OF SYNTHETIC
FILTER BARRIER
N.T.S.
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
4. BACKFILL THE
TRENCH AND COMPACT
THF FYrAVATFn ;on
JDARTRAI rD GE IVEADOWff
ISION - SECTIONS 3 &
(SUBDIV
PREPARED FOR
JMJ CONSTRUCTUON CO.
SOUTH WINDSOR CONNECTICUT
SHEET
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N/F
IRMA MANDEVILLE
NIF
CHASE ORCHARDS, LL C
N/F
GARONER CHAPMAN
o Ix p 1-. UNLESS OTHERWISE NOTED, EXISTING UTILITY
:J I ro LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
4 5 INFORMATION. ALL EXISTING UTILITIES SHOULDCO
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
0.
b 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-12-99
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF TkE PROFESSIONAL ENGINEER/SURVEYOR. � NO. DA TE
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0
REVISIONS
UPGRADE BOUNDARY INFORMATION
DESCRIPTION
KMI
BY
AI/F
ED WIN W GERBER
N/F
/f- CHRISTOPHE
ZBIGNEW E. do JADWIGA
&• GOLIK
\EUGENIA M.
WILKOS
N/F �
ROBERT G. &/
A-E
NNIFER L. CLARK
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N/F
✓OHN &DONNA
LAUBERTE
ELL SWOR TH CIRCLE
N/F IMA TTHEW
KA THLEEN REED
20 i9
N/F
JM✓ CONSTRUCT/ON
CO., INC.
TEMPORARY
CUL-DE-SAC
N/F
DE L Pr-ilivE
DONAHUE
JA CQUEL YN
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SECTIONI •1
SECT110N .2
TRUMBULL
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LANE
PHEA SA T WA Y
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860.291.8755
GRAPHIC SCALE
100 U so ,00 M 0esign
t IN FEET) r o essionafs9 inc.
1 inch = 100 ft. E. Civil Engineers • Planners • Surveyors • CIS
I 165 south satellite road • south windsor • connecticut 06074
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KEY MAP Partridge Mewdow II
SUBDIVISION - SECTIONS 3 &. 4
DES/GN., DRAWN EL CHECKED: R✓A �7 PREPARED FOR
JOB NO.: 95-837 DA7E• 6-25-98 �1 J ®nalruction company
DRAWING NO.: C.• l✓08\95837�837KM.DWG ( SOUTH WINDSOR CONNECTICUT
SOUTH WINDSOR
ENGINEERING DEPT
SHEET
1711/
o n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
00 o INFORMATION. ALL EXISTING UTILITIES SHOULD
u BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2-. ALL UT{L4TIESARE TO BE STAKED IN THE FIELD
oW BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1 1 3-12-99 UPGRADE BOUNDARY INFOR-M-A IION KMI
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. aO. DATE DESCRIPTMN BY
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
860.291.8755
■
esign -.
rofessionals, inc.
Civil Engineers -runners - aurveyal•s - Gj1O
165 south satellite road south windsor • connecticut 06074
[K�YjMlA1PM
DESIGN. I DRAWN.• ELH I CHECKED. R,1A
-/OR rein 9.5—R 37 na 7r Fi— 9.5—.AR
DRAWING NO.: C.• 1 JOB 1958371837KM. DWG
SOUTH WINDSOR
Partridge Meadow 1.1
SUBDIVISION - SECTIONS 3 & 4
PREPARED FOR
JmJ construction compare-y
SOUTH WINDSOR CONNECTICUT
SHEET