HomeMy WebLinkAbout98-35P_JMJ CONSTRUCTION COMPANY PARTRIDGE MEADOW II SUBDIVISION SECTIONS 3 & 4_DART HILL ROAD_1(hp
prepared by.
tlesign
0'rofessionals, inc.
Civil Engineers- Planners -Surveyors CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
I Inc.
LAND, PLANNERS
LANDSCAPE ARCHITECTS
571 HOPMEADOW STREET
SIMSBMY, CT 06070
(203) 658-1988 FAX (203) 658-1217
THESE 12RAMNCYS, A14ZE THE PROMR-rY OF VESION PROFESSIONALS, INO, ANO HAVE BEEN
pREpA&MV SpEOIFICALLY FOR THE O";EWAPI;1LI0AW FOR TH IS-PI;Z0,Zr.,T. THEY APZ NOT
To M U5W FOR ANY OTHER PLIRP05E OR BY ANY OTHER PERSON OR PERSONS NOR
REPRO=ED IN ANY MANNER NITHOUT THE EXPRESS, NRITTEN PERMIS,51ON OF r>MI49N
PPOFEe5IONALS, IW�.
THESE PLANS ARE INVAUP UNLESS THEY BEAR THE OR16INAL SIONATURE ANP IMPRESSION SEAL
OF THE PROFESSIONAL EN&INEER OR SUR\ILYOR�
All A11�11 1111111
ddMb V caumbox, 6P
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH 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 ASSOCIA11ON 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 AY DiS SE.
THE BE LEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RI , CHAR-D-�MARTEL LIC. No.
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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
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2
3-4
5-6
7-8
9-1-1
12-14
15-16
17-18
COVER SHEET
KEY MAP " ZONING DATA BLOCK
PLOT PLANS
TOPOGRAPHIC PLANS
SOIL EROSION &
SEDIMENT CONTROL PLANS
PLANS -& PROFILES
DETAIL SHEETS
PLANTING PLANS
KEY MAP - 100 SCALE
S E
16
N
NA
REV.
MARCH 12, lcl,51cl
REV.
NOVEMBER 5, 101q5
REV.
OCTOBER 10, lclela
REV.
SEPTEMBER 5/ Ictle)
REV.
JUNE 25, Ic-1cla
UTH WINDSOR E�ATE:
JUNE a, lcicfe5
SHEET I
it Town
1640 SUtUVAN AVENUE - SOUTH WNDSOK CONN- 0647-
AREAC006880/644-2511
July 2, 1998
r1_,4;1R^
led
JMJ Construction Company
658 Ellington Road
South Windsor, CT 06074
.Dear fdadam/Sir:
'Re, Appl #98-35P, Partridge Meadow 11. Subdivisions, Sections 3 & 4
At the July 1, 1998 regular m=ting, the Inland Wetlands Agency/ Conservation
Commission approved. app) #98-35P, JMJ Construction Company, Inc.- Conservation
Plan Approval for the subdivisionof 25.9 acres into 20 lots to be known as Partridge
l%cadow1l,3ecdmr3&4on Road,
A-30 zone as sbown on plans prepared by DeiiiM �Professiorzals, lap., Job No. 95-8,37
and revised through June 8, 1998. This approval is subject to the foUowing conditions:
1. One bluepftt copy of the entirc act of plans and this letter reproduced thereon,
must be submitted to this Commission. This must be coinpleted within 65 day*� of
approval prior to any construction Activity on the site. Plans 3ubmitted, to P1
Zoning Commission -�hall be considered having met this requirement,
Z-The applicati=-shall endernnify-and-hold har=lc** Tovm-ot South - Windsor -
against any liabffity� which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on July 1, 2003. It has beer!
fWA/CC's policy to notify landowncr(s)/applicant(s).of expiring wedand liermits.
Howaveri it is t , he land0wntr(qJapp1jc=t(sy responsibility— to -track expimtiorr-dates
ren-1 at lcast 64 dep —4— td% —h-Abh"
4. All approvals required must be obtained and submitted prior to any activity on'the
.site.
5. A contact person shall be identified on the plans.
6.. We r=ommend a bond in -the amount of $5,000 be submitted -to the Planning
Zoning Commission to ensure' compliance with the Erosioa-axmi-Sediruentatiou
Control Measures.
VM7 truly yours,
INW D -W —raL LA A —14LPS AGE"NIU-Y t
CONSERVATION COMNCSSION
Elizabeth A. Warren, Chairrnan
EAW/pmm
Cc: Chief Building Official
Planning a Zoning Commission
TQwn Engiraerm
Design Professionals, Inc.
P
1540 SULLWAN AVEME - SOUTH WINDSOR, CONN, Q5074
AREA COPE 2031644-2511.
Sel�ernbet Z 1998
JMJ ConswWtion Company. be.
4558 Ellington Road
South Winds". C T OW4
PX- P;srWteMe&dovr-Sadiokw3**44
b1U1U'rLCW1N1M DR. t;L-
Gentlernen;
The South Windsor Water Pollutioa Control Authority, at its regular meeting of September 1, 1998, gave
as more specifically shown on phms entitled -Partridge Meadow 13 Subdivisiort - Sections-3 and 4 - South
Wind= Connectic&'ptepared by Desip Pcotessionalss, Lae,, South WUKIsar, CC. Job No. 95AV,
Shem-5/16 and &16 (dated June 8j 1998, rev. June 25, 1998) and Sheets 9/16, 10116, and 11116 (daW
June S. 1998, no reviaons). and subject to the following:
1. Technk4 appwval of the TovmEngiaccuing Department,
I Final Authority approval and a0cqtance of the sanitary scwtragt connection will be given cam
the sewer liac has ben Installed and inspected by the Town staff, and. based upon the written
verification of the Towo staff that sAid -anitary sewer lift.was i%talkd in subMantial �
conformarwo with ft design phm previously approved by the.Autherity, a;W meeting All Two
regulations and appropriate tcchnicalspecifications Wating to mnitary sowercopmuction.
1 Sewor bewfiLassessment.wdtbetaWWrArAand the owner Advi=d_==di-o&ly.
4. This approval letter mus be superimposed on the. final approval plans.
very ly yours,
. 14�zl
iV9&9_fflfdson; Chairman
wiiter FoWotion Control Authority
TH-ri
Co., Matthew Galligart. Town Manager
Michwl J. Gmtick, Director of Publfe� Works
Jerry Iazzetta, Town Engineer
Marcia Banacb, Mrextor (if Plannin,&
John Collins. Chief Building Inspector
MAP REFERENCES:
1. PROPERTY LINES, PARCEL AREAS, AND MAP BLOCK LOT NUMBERS ARE TAKEN
FROM MAPS ENTITLED "CADASTRAL MAP, TOWN OF SOUTH WNDSOR,
HARTFORD COUNTY, CONNECTICUT*. SCALE 1"=100', DATED MAR. 30, 1988.
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.
�un
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
- REMSIONS
6 1 a
g
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
4 �0
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
4
3-12-99
UPGRADE BOUNDARY INFORMATION
KMI
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
11-5-98
ADD APPROVAL LETTERS
ELH
CA C)l
BY A LICENSED LAND SURVEYOR PRIOR TO
2
6-25-98
REVISE ABUTTER'S NAME
ELH
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
1
6-8-98
REVISE FOR SECTIONS 3 & 4
ELH
NO.
DA TE
DESCRIP TION
B y
RAPRESSLON. SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-3006-20 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 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
LIV NQ.
GRAPHIC SCALE
200 0 100 200 400
IN FEET
I inch = 200 ft.
Zoning Data Block
ZONE: RESIDENTIAL A-30 (CONVENTIONAL SUBDIVISION)
ITEM
REQUIRED/ALLOWED
PROVIDED
Total Parcel Area
25.9 ac.
Lot Area
30,000 s.f. min.
30,000 s.f. min.
Lot Width
120 ft. min.
126 ff. min.
Lot Depth
150 ft. min.
200 ff. min.
I n+ r'^\1,nrnnn
1 F, OX mr1y
_r; A */- M el V
Impervious Cov.
15% max.
9.3% max.
Building Height
30 ff. max.
< 30 ft.
Front Yard
40 ft
40 f t.
D^.-4t- \1r4v-r4
\ V %�A I \_4 I %.A
r%n f+
1-1 W 1 1.
r%n f+
W 1 1.
�
Side ard
LI
15 ft.
15 f t.
*Note: Variance granted to Sec. 10.2, at the Nov. 6, 1997 meeting
of the Zoning Board of Appeals, to allow all lots fo have a 40'
front yard setback.
860-291-8755
esign
rof e S-sionals., inc.
I Civil Engineers - Planners - Surveyors - CIS
165 south satellite road - south windsor - Connecticut 06074
XQF*AyWW Mff
mi
DESIGN.- SRB I DRA WN. SBIEH I CHECKED: PRD
,lw No.: 95-8J7 I DA TE.- AUG. 25, 1997
DRA WNG A10-: D. � JOB k,958J7 � 8J7KY. D WG
o7)
is4o SULUvAN "ENUE , SOUTH WINDSOR, CONN, 06074
ASEA CODE 863 1 S44-1511
October 19, 1998
C-FR"RIED MAIL
JMJ Construction Co., Inc.
658 Mlington Rd.
South Windsor, CT 06074
DearSir/Madam:
Re., Avol #98-35P. Partridge Meadows 11 Section-3 and 4
We are pleased to advise you that the Planning & Zoning Commission voted an
October 13, 1998 to approve vnith mamfications applicaluort ffVt5-J,%)F t5unalviston on
2S.9 acres to create 20 lots to, be known as Partridge Meadow -property located on the
southerly side of Dart Hill Rd., westerly of the Vemon Town line and easterly of
Pheasant Way, A-30 zone as shown on plans prepared by Design Professionals, 95-837
and revised through September- 15, ISM&. This-approvaLis-sub�,.�ta-the-follcivAng-
modifications:
I . This approval Is for 20 lots, numbered 32-5 1.
2. Concrete sidevvalks,.built to Town specifications, Shall be imstallcd on one -side f-
all new streets.
3, Drainage -and construction for this subdivision is vubject to the approval of the
Town Engineer.
4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and
are subject to the approval of the Water Pollution Control Authority.
5. Water shall be supplied to this subdivision by public water.
6. Street fighting shall be installed on streets, at intersections, and on cul-4e-sacs in
ac=danceurith 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 namts and suppoiting posts shall
be installed by the developer in conformance with the standards of the To= of
South Windsor, at no expense -to the Town.
8. A liability insurance policy shall be submitted to. thiscommission naming the
Town of South Windsor as an insu�red, with a combined single' limit for -bodily
injury and/or property damage in the � amount of $ 1,000,000,
9. This application is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission, -including a bond in the amount of $5,000.
10- Prior to commencement of nnv -,itt- wnrk- a. prennnstruction meeting imunt be beld.
with Town Staff.
11. All plans used in the field by the derveloper must bear the stamp and authori2ed
Signature of the Town of South Windsor.
12. In accordancc with Section 4�C. I.c of the Subdivision Regulations,. a fee in lieu of
open space is, required. The fee will be ten percentof the fbimarket value of the
property prior to subdivision approval, This fee is payable on a per -lot basis at
WAII�_ Vt lx"UmL VJL Cat;jrl lm� 3,11V apput;Lult SLAUUL pzUVAUU, W&UL "Ac
Commission's agreement, an appraiser to determine the fair market value.
13. All casements for conservation purposes, drainage or utilities, that may be
required in connection with, the approval of this subdMzion, must bf-L submitted
on standard Town easement form where appropriater, to. this Commission prior to
filing the mylars and i,sstmnco of bWWvag perraits, . All.de�ads. for open space,
public improvements and roadways must, be'submitted prior to request for Town
acceptance; -all deeds must be in accordance with. the policy for acccptin$ deeds -
=d must be approved by the Enginee.ring Department- and Town Attorney,
14. Footing drains are required for each house. Prior to the building of any structure
on a lot, a topograpWc miap, drawntoa scale of 1' - 4.0, sW be submitted for
each lot In the subdivision, showing propot;ed contours, elevations and the
location of the footing &ains. No building permits will. be issued until the
propowd contours, floor elevations and location of footing drains have been
approved ky the Town Engineer.
15. If, for any reason, finished grading and other. individual lot site. work isnot
completed, the Town Engineer shall deterrnine� the amount of a, cash bond to
ensure float grading and site work. This cash bond must be submitted prior to
issuanceof a Ccrtificate of Occupaticy.
16. Quantity estimati�s must be submitted to. the Town Engineer (on the ermlosed
form) for the purpose of determining subdivision bonding, and all bonds shall be
posted prior to ffing the plans.
17. A drainage assessment fee in the amount of $Ij000 shall be submitted to this:
Commission.
18. No building pertnit,§ will be issued until all modifications have been complied with.
and the final plans have. been filed in the Town ClerW� office.
19. Town Engineer's review comments dated September 15, 1998, must be addressed.
20. The Planning and Zoning Commission notes that land in the Town -of Vernurr,-east-
of this subdivision is zoned for 4Special'Econornlc Developmene- which may
include cornmercialfindustrial developraent
Black and.white transparent mylars. of Sheets # 3 and 4 with the above. modifications L,
together with threit� blueprint copies of the ert*e set of plans (knaluding arChitWturaj
elevations) must be submitted to this Commission within 30 days to be: stamped. and
signed. The letters? of approval of this Commission, as wc.0 as the Inland Wetlands
Agency/ Conservation Commission, must be reproduced on the mylm-s.
After n2y1ars have been signed by the Commission,. they WiU be returned to you for
filing in the Office of' the Town Clerk by February 1. 1999. After filing these Mans, a
copy of the receipt must be submitted to the Manning Department.
Very truly yours,
PLANNING & ZONING COMMISSION
1474,-X re.
Frank A. Castro, Jr., Chairm4a
FAC/dlw
Enclosure
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollt�tion Control
Fire Marshal
Board of Education
Peter DeMallie, Design Professionals
Pfir&idlge Jf"dow 1.1
(SUBDIVISION - SECTIONS 3 & —4)
PREPARED FOR
JMJ conatructniolm companv
SOUTH WINDSOR CONNECTICUT
SHEET
C4160
v- � . 1c,
OD
-0
;,r,) J1 068 sq. ft. JJ, 924 sq. ft.
0. 71 cc. 0. 77 GC.
A SEC T70N 4
SEC T1 ON 4 L 15' S. Y. 15' S. Y. NIF
Ul)
4 -A S 08'47'45" W S 08*47'45" W MA TTHE W & KA THL EEN REED
236.45' 282.51'
3 70z L, P. CP
SEC RON 3 F_ 1�r%, qy SEC77ON J (::�
1 15' S. Y.
V
12�
Ln 0
_0
0 C-4
C) I I I '-
1 1 �2
+
z z
00 �JO,410 sq. ft. J9,528 sq. ft.
0. 69 GC. -26- 0. 90 cc.
LL- LL_
L15' S. Y. 'Lzs L04 - 15' S. Y.
N OTES: S 03*47'45" W A t (�\ S 08'47'45" W
Ln 231.39' 325.61'
1. ALL MONUMENTATION FOUND OR SET 10% r)FPI('TFr) HFRF0N_ -0) 1
ALL MONUMENTS AND IRON PINS TO BE SET WILL BE SET Q0 5'
UPON COMPLETION OF THE SUBDIVISION. 15' S. Y. L,
50' R.O.W.- REIVA INING L A ND
2. ALL PROPERTY LINES AND STREET LINES INTERIOR TO THE
-0
SITE ARE ORIGINAL LINES.
+ 0/�
3. HORIZONTAL DATUM BASED ON MDC.
LIEA N A�A I? C
&
Ln
200
LXA COUL S
6 CA
C) �2 �2
Co 00 (179,49J \3q. ft.)
C31 1 7- 1 1 R /', - \ I
2, 09 0 sq. ft. 0 (4. /Z
C_� 0.69 cc. ,4 R 45,869 sq. ft. c
�J( L'N' I
0 1. 05 GC. NOT A BUI DING LOT
00 NIF
JMJ CONSTRUCTION
Id
--NUF4/ 4b 186.413- COMPANY, INC.
'C�
MAP REFERENCES: S 08'47'45" W
S 08*47'45" W S08*47'45'W 186.40' -0 \
224.04' �o 369.38'
POW"'
1. MAP ENTITLED "BOUNDARY SURVEY", PREPARED FOR N08'47'45"E 150.00' V) LIG
JMJ CONSTRUCTION COMPANY, SOUTH WINDOR, CONNECTICUT. P
SCALE 1"=100', SHEET 1 OF 1, MAP No. 9255, DATED JAN. 31, 1995. HT
15' S*Y`* 15' S. Y. LIG y
Qi > Vj
PREPARED BY GARDNER & PETERSON ASSOCIATES. - ----- FLL� 00 �ecll VIAY
PROPOSED DRAINAGE EASEMENT F
AM CnD PA kAI7Ar_)r)W PPIP-PAPP-f-) P P J R
SUBDIVISION PLAIN 1 .11, ARTRIDGE 1 --- 1., 1.1 �A!11�n R /. 50" THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS
hV FAVOR Or 17D-V,�� KIV, MEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADIN(
JMJ CONSTRUCTION COMPANY, SOUTH H WINDSOR
WINDSOR, CONNECTICUT. THE TOWN OF SOUT
SCALE 1"=40', SHEET 4 OF 26, MAP No. 13-87-1D, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL
0 0
DATED APRIL 20, 1987, REVISED TO FEBRUARY 19, 1988. 11110, OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC
.7t i- ��ui JO, 1,69 sq. ft. 11101
PREPARED BY REINO E. HYYPPA & ASSOCIATES. ARE REQUIRED UPON STREET EXTENSION.
0. 69 cc. 0 0
r-i _(0 I - 57.5
I�Aj �- 1� 1 -0, 2,19J sq. ft.
3. INDEPENDENT RESURVEY - SUBDIVISION PLOT PLAN, PREPARED 03 531 DETENTI N AREA
FOR ROBERT C. & CAROL N. HATCH, 1080 AVERY STREET, I Li
C� 00 z 01. 0. 05 cc.
-12-95 00 (0 z
SOUTH WINDSOR, CONNECTICUT, SCALE 1-=50', DATE 10 40' F. Y.
REVISED TO 7-15-96, JOB No. 92-618, BY DESIGN PROFESSIONALS, INC. ft
5 7,2 78 sq.
7. J1 cc.
L 105*18'25"
N
R = 55.00' 26- A 08-07'48-
"'��41:� F.Y. �04co 40' F. Y.
T = 72.08' R .00'
+ L
c6 L = 101.09'
0011 00,00" 0 -L 74.50'
90. 128.71'
,L 42*20'33" 0.00 ��R = 25. N FA VOR OF THE TOM OF SOUTH WINDSOR A 08-OrAS"
9 T 00: 20' WIDE STREET TREES &,q.�,&MtNI 3A.19' S 08*47'45" W
R 25-00 T = 25.00 ---Rr =;�_475.00'
R 60.00' =j
Kz:/ 0, -74,52'
T 2 S. �24 -T-= L 39.0 T = �3.7q�_
.05 cc. L 44.34' L �.27' - - - - - - _?, I
=--:-67.40 SOO*39
+ OB-07'48" 17+00
7.5 7.4.V N08*47'45"E (A 19+00 wz 0 S 08*47'45" W 18+00 C4
126.45' 56.12' 24- - I Q, _j �7_- X
B 1 6 V� R � 500.00' 0 LI-
12 S 08'47'45" W D8'47'45"W 15 S 08'47'45" W 122.43' 20+00 S 00*39 T = 35.53' '0 187.40'
5'
jo5.71' L = 70.9
A 08'07'48"
2
26+00 C"425+00 24+00 S 08'47'45" W q 23+00 22+00 C14 R 500.00' S 08*47'45" W
26+71.011 i . I , --- - - - Ce I I i A
ls;� --Z� ui STA: 8+65/ * I I - - * 21+00 0 0 3 145.28'
THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS 10 0 536.01' L 70.95'
0 24+32.43 LID TRUIVSULL ZA�NE A 08*07'48"
WHEN STREET IS EXTENDED PAVEMENT REMOVAL, GRADING, 1_0 Tf 'UP ORA R Y S -39'57":J
�5_00'
SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL CID 59'07'08"
2UL T j3.76 +
OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC .5 -L 67.40' -R-= -55.(50-7
0' S 08*47'45" W
ARE REQUIRED UPON STREET EXTENSION. 11 26.45 54.62 150.00 z�, 08'07 - - - - - -
--R-= -62-5*00' T = 31.19' NIF
LO c A 42*20'33" T = 37.31', L = 56.75' DaPHINE
I -C-= 74.50' )CI
R = 60.00 20' WIDE S TREE T 7REES EA SEMEN T IN FA VOR OF THE TO WN OF SOU TH WIND >`OR
T = 23.24' C.L.& P. 2,127 sq. ft. DONAHUE&
LEGEND L = 44.34' No. 61205 0. 048 cc.
40' F. No. 625A JACQUELM
_O' F. Y. - 0' F. Y. FT07 F.Y. THIS PROPERTY REVERTS TO ABUTTING PROPERTX OWNERS
4), EXISTIING IRON PIN FOUND A = 105'18'25" 4 4 Y.
R = 55.00' WHEN STRKET IS EXTENDED. PAVEMENT REMOVAL,\ GRADING, GALLAGER
0 IRON PIN TO BE SET T = 72.08' SEEDIN E TE S OF CONCRETE SIDEWALKS AND�
L = 101.09' ON ALL
OTHER %OR,%1N(;11 DENTAL TO REMOVING THE CUL-D -SAC
[3 MONUMENT TO BE SET �E
ARE REQUIRE UPON STREET EXTENSION.
o) Co
10 b U) REA11A INING A ND
z
-0 OF
Lo -0 1 >-:
z- C14
0 Lo
C'4 Ui V, >:
10 Tn
110 04 0 0�
NIF 1\1 A>, -
:�4 -'* \
W S - I co JEA N MA RC
CHASE ORCHARDS, LLC C-4 -�, \
. <_ I JO, 000 sq. ft. JACQUES
1�13 1 1 30
0. 68 cc. 000 sq. ft. J0,32J sq. ft.
n35 0. 68 cc. 0. 69 cc. (72,795 sq. ft.)
MONUMENT
NUMBER
MONUMENT COORDINATES
NORTHING EASTING
1
180320.03
215767.91
2
180312.39
215817.32
3
180245.85
215761.7
4
180245.27
215811.76
5
180140.15
215760.54
6
180139.57
215810.54
7
180073.04
215754.99
8
180065.39
215304.40
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
14
179674.23
215593.28
15
179729.70
215701.86
16
179758.23
215680.98
17
179807.64
215680.62
179828.52
215717.15
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
0
Zj!-!- .
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE -10 BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT SEARS THE
14N,
IMPRESSION SEAL AND ORIGINAL SiGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
� 047 Sq, ft. 50' R. Y. 50' R.Y. 50' R. Y. 50' R.Y. (1. 67 cc.)
_J0, 0. 68 N6T A BUILDING 10T
-7 0'
133./o 150.00, 150.00' 150.00' 948.66' (2331.96' TOTAL) 364.88'
S 08047'4 5" W S 0 8'4 7'4 5 W S 08*47'45" W S 0 8'4 7'4 5 W S 08*47'45" W 0 8'4 7'4 5 W
.35' CONSERVATION EASEMENT J5' CONSERVA77ON EASEMENT
IN FA VOR OF IN FA kOR OF
77-IE TOWN OF SOUTH WINDSOR THE TOWN OF SOUTH WINDSOR
NIF
LAND OF EDWIN W, GERBER
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE 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.
5
3/12/99
UPGRADE BOUNDARY INFORMATION
KMI
4
11/5/98
ADD R.O.W. DIMENSIONS
ELH
3
10/10/98
A'� PER TOWN ENGR COMMENTS (9/15/98)
ELH
2
9/3/98
AS PER TOWN ENGR COMMENTS
ELH
1
6/25/98
ADD EASEMENTS AND REVISE ABUTTER'S NAME
ELH
NO.
DA TE
DESCRIPTION
BY
(860) 291-8755 PROPERTY SURVEY
GRAPHIC SCALE PLOT PLM
Q 0 20 Q so esign
I I I I I
1111111111%;_m� mmommi
IN FMT 1&r ofessionals, inc. DES16N.-fZH IDRAWN.-ALL CHECKED.
11
I inch = 40 ft. In los vo: 95- 8J7
In civil engineers * planners - surveyors - gis I oA TE-, 6-8-98
'165 south satellite road, south windsor, connecticut 06074 DRA WING IVI D: \ JOB � 958J7 k 8J7SP. D WG
PA R TRIDGE AMA D 0 W H
(SUBDIVISION - SECTIONS 3 & 4)
RESURVEY PREPARED FOR
JMJ CONSTRUCTRON (CO.
SOUTH WINDSOR CONNECTICUT
SHEET
3 /
IN6146
NIF
NIF
STEPHEN T. & NIKKI L. FORAN ROBERT& K11q SELIG
N 08044'00" E N 08*38'50" E N 08*19'20" E 9.99'
145.00' 330.26' TOTAL) 78 5V6 - 294.36' -T N 89*49'30" E
177.16' bv16Z 25' EA SEMEN T NIF
C.L.& A hV FA VOR OF SELIG MNIF LE
No. 61228 FOR THE PURPOSE OF,. (IRMA LE
C.1-& F. INGRESS, EGRESS & U7711TIES
No 625A
0 50' R. Y.
5 0' R. Y.
_0 F 5 0' R. Y.
I- F 50' R.Y. 43
0
0("
'0
N F
JJ, 065 sq. ft.
CHASE ORCHARDS., LLC J5,724 sq. ft. 0.7.5 co.
V) 0. 82 ac.
V)
to
ob
0 �N "I
to Ci
Co
I -,t c6
0c) C14 42, J6J sq. ft. :- A -,2'8�36))
00 Cq ro ' !-/
0. 97 R 2 5.
z 2
76-741 ft.
THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS
WHEN STREET IS EXTENDED PAVEMENT REMOVAL, GRADING, 1. 75 ac.
SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL L 017.
OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC
ARE REQUIRED UPON STREET EXTENSION.
105*18'25"
R = 55.00'
T = 72.08' 40' F.Y. 40' F. Y.
--3 3�07"
L = 101.09' 40' F.Y. R = 175.00'
A 42'20'33" T = 59.55'
Go
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
26
179636.12
214812.09
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
r-A = v%j.uv 'i L
T = 23.24' 20' 41DE S 7REE T TREES EA SEMEN T IN FA VOR OF THE TO M 6 F SOU TH WNDSOR N
N
.3 145.00' 201.73'
126.45' 185.43'
S 08*47'45" W S 08*47'45" W
@ 1 3 31
%
a.
z 00 6 3+00
j w 04 J W
.6 z 7�00 47'45" W 6+00 5+
C,j 11�00
9+00 S 08'
Q=44,, + � I O�
w+00M ro 685,63'
0
0
0 Ul) HEA SA N T' WA Y A
0 STA:0+0�/'1--lo"
AEPQ�A - - - t, 6+83.35
12,219 sq. ft.
L @ W (2 S 08-47'45" W .1
S 0 S 5" W cz QQ*47'dr," IL
U6 7E' 8 �4 7 "=4 S 08*47'45" W -1 N 0. 28 cc.
2 126.45 102.08 A 90,00,00" 190.22 - 2 T/ = 71.5 V
R 25-00' 11 = 1,38.46'
25.00' NIF
T TREES IN FA OF THE TOM OF SOUTH WNDSOR
T A 02*19'�34P
L R 225.00* ROBERT G. &
L L 411/
A = 42'20'33" T 4.57'
R = 60.00' L 9.13'
------ 3: JENNIFER L. CLARKV\
CO
A = 105'18'25" T = 23.24' -
r 40' F. Y. 121 PHEASANT WAY
R = 55.00' L = 44.34' zo C�' 4)
C� .7--
T = 72.08' 3: ul b I I--
-26- z- o Lo
L 101.09' C;
Co
z .18'
Co -8
r S 08*54 6 VV
J4,061 ft. J1, 072 sq. ft.
0. 71cc.
V)
NOTES: 0. 78 cc.
00 REMA INWG L A ND PARCELS PROPOSED TO BE DEEDED TO
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. THE OWNER OF 121 PHEASANT WAY.
0
ALL MONUMENTS AND [RON PINS TO BE SET WILL BE SET 15' S.Y. 15' S.Y.
UPON COMPLETION OF THE SUBDIVISION. S 08'47'4-5" W OY
2. ALL PROPERTY LINES AND STREET LINES INTERIOR TO THE S 08'47'45" W
SITE ARE ORIGINAL LINES. -j 246.58' 215722' (JEA N WRC
<
3. HORIZONTAL DATUM BASED ON MDC. t- \dA CQUES NIF
0 15' S. Y. 15' S.Y. (179,494 sq. ft.) & DONNA "LIBERTE
LL- rk cc.)
JOHN
MAP REFERENCES:
1. MAP EN11TLED "BOUNDARY SURVEY", PREPARED FOR Po NOT A B61LDING LOT U)
JMJ CONSTRUCTION COMPANY, SOUTH WINDOR, CONNECTICUT. 3�: r-- (m "
40
SCALE 1"=100', SHEET I OF 1, MAP No. 9255, DATED JAN. 31, 1995. LO
PREPARED BY GARDNER & PETERSON ASSOCIATES. z- �2 Ci ;�\Zk
Lo -0 0 04 1
LO ;- �2
2. SUBDIVISION PLAN FOR PARTRIDGE MEADOW, PREPARED FOR P T1- 00
JMJ CONSTRUCTION COMPANY, SOUTH WINDSOR, CONNECTICUT. il, 726 sq. ft. z
z
SCALE 1"=40', SHEET 4 OF 26, MAP No. 13-87-11), 1-0
V-) , 0.72 cc. JO, 242 sq. ft. >:
DATED APRIL 20, 1987, REVISED TO FEBRUARY 19, 1988. O� -
PREPARED BY REINO E. HYYPPA & ASSOCIATES. 00 0. 69 cc.
50' R.O.W.-
3. INDEPENDENT RESURVEY - SUBDIVISION PLOT PLAN, PREPARED U-)
FOR ROBERT C. & CAROL N. HATCH, 1080 AVERY STREET, 15' S. Y. Fo
SOUTH WINDSOR, CONNECTICUT, SCALE 1"=50', DATE 10-12-95 15' S.Y. 26-
REVISED TO 7-15-96, JOB No. 92-618, BY DESIGN PROFESSIONALS, INC. 01� z POWER
2: \ T LIGHT &
S 08*47'45" W S 08'47'45" W GTIC
+ 0
0 r WAY
241.51' 0 239.41' 1 5.00 C R,GtT L37-5
15, S. Y.
15' S. Y. LL-
LEGEND >: I I
LL- -0
0 EXISTING IRON PIN FOUND -0
t
VV1606
0 IRON PIN TO BE SET 3:: 1 1 �
Lo -0
0 MONUMENT TO BE SET C�
LO 39
o
0
6 t- �2
L0 �2 00
Q0
00
z
L11
00 J1, 068 sq. ft. JJ, 92.4 sq. ft.
0. 71 ac. 0. 77 Go.
-z
15' S. Y. 15' S. Y.
SEC 77ON 4 L b8 I I L--- --- SEC77ON 4 NIF
Z-- 0
S 08*47'45" W 00 a S 08*47'45" W MA TTHE W & KA THL EEN REED
4 236.45' z 282.51'
3 70- d.L&P.
\ \ SEC 77ON .3
SEC 77ON .3 1 15' S. Y. EAS ENT 15' S. Y.
>i
3:
too
OP :- q
38 -6 ^- I I N n49
-o n 02 1 11 11 1
MIX
r-
0 1
I "I
OD�
" -11
�40
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
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
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY C LASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN TIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P MARTEL LIC. No.
GRAPHIC SCALE
40 0 20 40 80
(860) 291-8755
esign
&rofessionais, inc.
I
1 civil engineers * planners - surveyors . gis
165 south satellite road, south windsor, Connecticut 06074
PROPERTY SURVEY
MOT FILM
PA ANTRZOGE MEADOW H
(S-UBDIVISION - SECTIONS 3 & 4)
RESURVEY PREPARED FOR
JMJ CONSTRUCTRON CO.
j SOUTH WINDSOR CONNECTICUT
SHEET
4
18
-
5
3/12/99
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
IN FEET
I inch = 40 ft.
DESIGN: ELH
'DRAWN. ALL
ICHEMED. RAIRM
2
9/3/98
AS PER TOWN ENGR COMMENTS
ELH
a joB No.: 95-8J7
IDA TE.- 6-8-98
- 1
6/25/98
ADD EASEMENTS AND REVISE AeuTTER'S NAME
ELH
-rr*
r)f7Cf1P1PT1()h1
BY
1 DRA WIVG NO.: D.- \ J08 \ 958J7 \ 8J7SP. D WG
OF THE PROFESSIONAL ENGINEER/SURVEYOR, IVU. U.IA
I V - I I - I . , 'A - - - - . - ___
W
s 'UT NV.-3m.00
INV.=3U.00
(00 NV.=,336.50
*fNV.=W5.50 F.F. GAR.
0
x 3 1.4 a_ =344.00
0
EL
NV.-.
NV
AR.
L .00 X 345.0
I ) - - SEC 77ON 4 NIF
to
SEC 77ON 4 1 - \
X 341.8
�S 08*47'45" W S 08*47'45" W MA TTHE W & KA THL EEN REED
PCB#9 -PCI F#-10-
--e, 236.45' TC- z TC- .'4'40 A 0 1-1, 11� 282,51'
_t_:NV=332 03(SW 4 1� �7 W 4-)
NV=332:03(SE 4-) 331.8 (NE 4")
SEC 77ON J A I INV=331.11 IN 30. 6 0,�� �NJ
F.F. GAR.
-341.00 -334.00
I - - - - -
0
PSMH 0 -49
X 341.2 TF=339 2 - " -- - - - \ _ - - V
cc T.O.W.=,342.50 %.e)
to
[mz
INV=321.70 + 4
0 T.O.W.=342.00 �fy
z z
LINV-2132-50
X 341.2 1 -A I
26'
F.F. GAR
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S 08*47'45" W S 08-47-45"
325.61'
Lo 231.39'
0
0 1?DVA
.0. INING LAND
+ of�
-z F.F. CAR.
-337.00
LJEA /7
7
0 LXA CQUES
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T.O.W.-338.00 INV-321 00 w
5j.25
L',.v�.-2.22 5'0
INV.-.32&00
_INV. (& wf� NIF
NOT A BU16ING LOT
PROPOSED
=334.00 10' WIDE WC
E
4_Z29,50 ACCESS DMH#1
__*1 JMJ CQNSTRUCTION
.4, 1 �A A TF-32-7.0b
- 1 6611
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LEGEND
9
EXISTING IRON PIN FOUND
El
MONUMENT TO BE SET
0
IRON PIN TO BE SET
.0occcO=
STONE WALL
936 -
EXISTING CONTOUR
nz--
PROPOSED CONTOUR
EXISTING UTILITY POLE
EXISTING CATCHBASIN AND PIPE
PROPOSED CATCHBASIN AND PIPE
G�-
EXISTING SANITARY MANHOLE AND PIPE
0-
PROPOSED SANITARY MANHOLE AND PIPE
0 Co -
PROPOSED SANITARY CLEANOUT
_S-
PROPOSED SANITARY LATERAL
-I-
PROPOSED FOUNDATION DRAIN
w -
PROPOSED WATER LATERAL
PROPOSED HYDRANT
SURFACE DRAINAGE FLOW DIRECTION
*INV.-334.50
PROPOSED FOOTING DRAINS WITH
BACKWATER VALVES
I f - I- - - ____ - - - - - I - - - V r 11 VV.
0/1 S 08*47'45- W
S 08*47'45" W
224.04'
PCB#1 #12
PO
TF=323. 0 24"RCCE
INV= .52( 1 321.34(4�!') INV=31 IGHT
20. T
47 D y
r
F.F. AR. 17� MODIFIED R pIG - - - - - - - - - -
&,�� r).0
t _ENER11
- 3 0
DI IE P-
DI SEE TAI
F.F. GAR. .. .......
=326.00 00. T.O.W.=328.00 PC8#25
- - - z MWwI E 0 ASIN------ DBL-TYPE I
60
00 S A
1'5V�20 Mof
31 50 ARY .............
TEJ P REPLACE EX. VANHOLE 'A
I IN .-317.00 INV.=319,0011� 11 \1 S ZIL 10 NE BERM FRAME AND,�qVER
IN, DETENTION BAS OU ET VATH TYPE C UB jP_P.
- - - - - - - - - - - - - .26- AIL)
L 05*18'25" PCB#23
TF=31Z
= 55.9 0 DBL-TYPE
T = 8 Q0 21.00 PCB#21 .94
+ 3 R 525.00 INV=306.89 - - - - - - - - -
INV=316.08 TF=314.7
= 101.09'
8#29 A 90,00,00" 4. 10'
7t INV=308.00_j
.09
A = 42*20'3 90*00,00" =319
.1� V=313.9,PIK = 25.00' 08*07'48'
-20,- R = 60.00' 1,/ R 25.00' T = 25.00' 3 1.00 S 0! 47/45" )N-
T = 23.24� T 25.00- L = 39.27' PCB#17 N R- 475-00'-
L .1-:4 L Q 0-7' T 33.76�_ 74.52' Z
TF=315.85 L 6-7. 4 0' SOO*3 '57"
INT=712 J§T) + 1 1 17+00
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5 PCB#13 56.12' INV=311.47 24 ROPOSEO PCB#19
126.45' .43 A -e
A If U?5-4/ ±,ZZ WTF=.3zl,Az - PR CB 8 20+ S 00,39
I \ 10531'
CO -PC
-38
TINF;=3321�12010 TF 19.09 08'07'48"
INV=314.71 Iry �qUH4
TYPE 'C-L! TOPS SHAL BE PCB#1 4
-7; , 5� I q 23+00 22t+ �314.00 1'04 Un�/-4!) W %
INSTALLED FO CB 15 1 0: 24+ S 08'47,;4
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INV=315_q1 4+32.43 ,'516 0 A 08*07'4
0-PCB#8 0� ZRUA 47r, z
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IN�= tzwwk.� - ___ -305-0+T 3,1-76" B; -30
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TF;,3,2,4± 56S UL - A7 A 2-7-10" +
IN = ,.,C TV - +
R V - I
'126.45' INV=.317.5 PCB#v 48.93- 1 PSMH#20 A 08'07'
COY) 1,56.0 TF=3115.60 TF=314.41
INV-=31-0.13 -303-78- -�� :62- �.00` NIF
I T 37.31'
= 42'20'33" TF-�� PSMH#21 L 74.50' DELPHINE
IJ!4W313.88 TF-.319.45 LJV1606
= 60.00' INV=313.20 _20'- 'X
REFER TO SHEETS 12 & 13 FOR T = 23.24' A C.L.& P. &
(TYP.)
NOTES AND DETAILS PERTAINING L = 44.34! ft. 6120B
--------- - -0.1. P.
105*1 '25" 11-1 JACQ
TO CONSTRUCTION. .00 INV.-313.20 -dALLAGER-
T 72.08 ....... T.O.W.=313.00 INV.-310.60
L 101.09 -T.'O.W.=317.00 T.O.W.=315.00
F.F/GAR.
'�-316.00 F.F. GAR F.F.-GAR.
jN%.317.60 =314.��� ,;6,312.00 __
INV.- .50 NV.-3-04-50 - - - - - - 17
INV.-
14 0 RE MAINING AffD
A A z
0
F.F. GAR- C"I I -or;
C14 N
z JFA
NIF Fo �I 34 X 309.3 __FT I
/ z I .. - -_ -
CHASE ORCHARDS., LLC 1A
'D IX
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
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.
�A
74 35 A
INV.-M6.15
T A-'8U1LD1NG\L0T,
INV.-304.10
INV.-308.00
INV.-310.70
--,o on' -or hn
1 -4 7 7 �_Z, ---i 7u 0 5 RR' ol/
P
S S 08*47'4.5"' W �3 --08- 08'47'45" W
J18--47'45- W 47'45" W S 08*47'45" W
'00,
Ile
>
X 306.1
NIF lo�
LAND OF FDWW WG3EJqRER X,
A --
REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 (860) 291-8755 PROPERTY SURVEY SHEET
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN PARTRIDGE MEADOW H
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE TOPOGRAMIC PLM
4 6/11/99 CHANCE ORDER: REVISE SIDEWALK KMI IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 0 20 40 80 eesign (SUBDIVISION - SECTIONS 3 & 4)
ACCURACY CLASS T-2. I I r 0 5
6mmmmJ 1
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. 1!�" f essionals, inc. DESIGN: ELH RESURVEYPREPARED FOR
2 9/3/98 AS PER TOWN ENGIR COMMENTS ELH ( IN FFM ) 11 IDRAWIV.ALL 70HECKED.-RAIRM JMJ CONSTRUCTRON CO.
1 6/25/98 ADD TEMP. STONE BERM TO DETENTION BASINI ELH 12882 1 inch = 40 ft- 11 gis joz? No.: 9,5-8J7 DA TF.- 6 - 8- 98 18
80 civil engineers planners surveyors
NO. DA TE DESCRIPTION f3y RICHARD P, MARTEL LIC. No. 1 165 south satellite road, south windsor, connecticut 06074 DRA WNG NO.: D.- � JOB k 958J7 )i 8J7SP. D WG SOUTH WINDSOR CONNECTICUT
- (n
11�11 I\
I -Nil I CtB
X31.4
0
x
Uj 345.0 SECTIOA1 4
SEC 77ON 4 L
X 341.8
AM TTHEW KATHLEEN REED
A
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0+00
REVISIONS
1+00
2
3/31/99
AS PER CT. WATER CO.
KMI
9/3/98
AS PER TOWN ENGR COMMENTS
ELH
NO.
DA TE
DESCRIPTION
BY
354
352
350
348
346
344
342
340
338
336
334
332
PROPERTY LINE
330
STA 9+68.01
STA 5+11.21 (CHASE ORCHARDS)
ELEV. 331.71
(MATCH PROPOSED
328
GRADE BY OTHERS)
326
324
322
2+00 6+UU 4+UU 0_t_UV
PROFILE PHEASANT WAY EXTENSION
SCALE 1"=40' HORZ.
1"= 4' VERT.
(860) 291-8755 SHEET
PLAN IS PD-RDFULE A1PJ"4J?TR.1jWEAfEAjWW H
esign (SUBDIVISION - SECTIONS 3 10
rofessionals, inc. DESIGN: ELH DRAWN. EL H CHECKED. R,1A PREPARED FOR
JNJ CQ
/06? NO.: 95-8J7 " �9
civil engineers 9 planners * surveyors I DA TE: IUNE- 8, 19,98 SOUTH WINDSOR CONNECTICUT 18
165 south satellite road, south windsor, Connecticut 06074 DRA WNG NO.: D.- \ JOB \ 958J7 \ 8J7-P)?7 D WG
V
LL
346
344
342
340
I--,'
338
336
334
332
330
328
32E
324
322
32C
31 �
31(
314
311.
31(
30�
DAYVJM ELEV
30700
120.00' VC PLAN - STEVENS ROAD
HVI �SIA = Z+UU
00
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PVI ELEV = 342.91
200.00' VC
150.00' VC
0i
to
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to
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+
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PVI STA = 4+76
0)
00
(0 U')
C� P\A ELEV = 322-76 co
0
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+
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0
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1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
CA 0)
i, "
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
CD 00
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.
1+00
REVISIONS
3 3/31/99 AS PER CT. WATER CO.
REVISE ROAD GRADES ON PLAN VIU
2 10/10/98 RELOCATE CB#28 & C13#29 & REVISE. Pf
1 9/3/98 AS PER TOWN ENGR COMMENTS
NO. DA TE DESCRIPTION
Z+UU oltuv It-r\.]V
PROFILE - 0 U r2VE"S ROAD
SCALE : 1"=40' HORZ.
1"= 4' VERT.
KMI
ELH
ELH
BY
S
m
LO
14- C�
0i
1,7)
iL Z
HYDRANT
(TYP-)
546
544
542
540
338
336
334
332
330
328
326
324
322
320
,zz:::�TF=319.45
318
316
314
- INV=313.20
312
310
308
(860) 291 -8755
inn
Ir- LAN A IPPIRGIFOLRE!"F
esign
&rof essionals, ine. DEslam ELH DRA wN. EL H CHECKED: )?,IA
QN JOB NO.: 95-8J7
civil engineers 0 planners * surveyors I I DA TE.- dUNE 8, 1998
165 south satellite road, south windsor, connecticut 06074 1 ORAWNG NO.: D.- \,108\958J7\8J7-PR8.DWG
LEGEND
0
IRON PIN TO BE SET
El
MONUMENT TO BE SET
--C�-
PROPOSED CATCH BASIN AND PIPE
PROPOSED STORM MANHOLE
PROPOSED SANITARY MANHOLE AND PIPE
PROPOSED WATER MAIN AND HYDRANT
F -
FOUNDATION DRAIN
S
SANITARY LATERAL
WATER LATERAL
w -
-3,30-
EXISTING CONTOUR
PROPOSED CONTOUR
SURFACE DRAINAGE FLOW DIRECTION
A R TRIDGE MEA DO W 1.1
(SUBDIVISION -- SECTIONS 3 & 4)
PREPARED FOR
JMJ COMTRUCTUOlq CO.
SOUTH WINDSOR CONNECTICUT
SHEET
it I/
GENERAL NOTES:
Al I rr)t\IQTPI IrT1r)l`\l Tn rnt\ilP_nPhA T Tr)W1\1 nF qni ITH wiNnl:�OR I�TAI\InA R F)'S
I. L_� - .0
AND SPECIFICATIONS.
2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS.
3. ALL PROPOSED DRIVEWAYS SHALL HAVE A I" LIP AFTER FINISHED PAVEMENT IS APPLIED.
4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5. FIELD CHANGES 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 SL OPE OF FILL TO BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.
11 CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION
TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES,
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING
I I . ��Mj A C, VAMn MACTC-C INIrli I lnit\lr% MDAI\lrWr�Z I IMPq, PPI IqP qPF?l IRq
[VhL\Ir_M%/ALS) ORR BY-P-ROUDUCTO, I /-\[-\L./ VY/AO I L-19 I [W�L_k_� U114\_7 Lj1 \�l N�l 1��j _.- -- 1, - '3
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 SHALL 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.
pPnQr)_Pn DRAINAGE STPHCTHPFC� SHALL CONNECT TO EXISTING DRAINAGE SYSTEM WITHIN
5" C�NCRETE S.IDEWALK
S A4 I (SEE DE I AIL)
"Dov �) St op
0C t
/S 1/4"PER I FOOT .1 /2'"'P.ER FOO
�V r
.31
2 2 4" TOPSOIL & SEED
FLOW
Ae" ':ZTOMP
09,
TRUMBULL LANE. 15,
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
nnK[ 0=17= C_VTEKIQInKl N. T. S.
WORK INUIULINIAL IU Kr-IVIUVIINU Irir_ ARE REQUIRED U
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 COIN-S-IRLICTED.
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.
nnhielorT17 no
FLOW
SECTION A -A
STANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE WITH
MAX. OF FOUR COURSES
Ga 7OF CONC. BRICK
3'-O"D
0
PRECAST REINFORCED
116 TYP
6"TYP CONCRETE MANHOLE
ECCENTRIC CONE
V)
5
-ALUM.
<
>
C _211 STEP
REINFORCED CONCRETE
MANHOLE SECTIONS WITH
(n
Ld
"0 RING" JOINTS
V)
A
4'-0" DIA-
REINFO RCED CONCRETE
0
I
<
M
-
MANHOLE BASE
^.d-
z
FLOW
J
N
\DC�C
4 - CONCRETE OR BRICK
MORTAR INVERT
6- 3/4- CRUSHED STONE FOUNDATION
SECTION B-B
REINFORCED
PRECAST CONCRETE MANHOLE
N. T. S.
-a X
r- 11
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
0
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
4,0
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.
14"X10" FORGED ALUMINUM
SAFETY RUNG MANHOLE
STEPS 16"O.C. TOP STEP
TO BE 4" BELOW FRAME
REVISIONS
TYPICAL SIDEWALK SECTION
N.T.S.
4" TOPSOIL AND SEED
�dl/ �df, \d//
..........
-0 ... .0 .. ..... 0- 0
.0 ......... . ....0 , , * ....
0. 0 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
8" ROLLED GRAVEL SHALL MEET AASHTO M288-96.
10' WIDE GRAVEL DRIVEWAY DETAIL
N.T.S.
LAWN/ STREETS/
STREETS/
LAWN/
CROSS-COUNTRY PAVED AREAS PAVED AREAS
CROSS-COUNTRY
1111110.
i SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL
1
4" Mi.
�4m i
0
Approved granular non -organic backfill
0..
12"
material placed and compacted in one
foot (max.) lifts.
12"
'C11 2"/-
.0 0,
.0 0*
0 0.
) .
0
0.
Warning tope per Conn. General Statute
section 16-345, as amended, placed 12"
(min.) to 24" (max. ) above the top of
0
0
0.
the pipe.
Bank Run Gravel fill
0.
0
Sand Blanket placed and compacted
in 6" layers. No stone
larger than 1 1/2".
12"
Material shall meet
Pipe, as specified D.O.T. M.02.05
12"
1/2 O.D.
1/2 O.D.
PIPE
3/4" Broken Traprock
PIPE
P
1/2 O.D.
PIPE
3/4" Crushed stone bedding material
in rock excavation or as directed by
1/2 O.D.
J/
PIPE
the engineer, The material shall
meet D.O.T. M.01.01.211 for 3/4"
jP
1�3
6" Min.
stone. Backfill to centerline of
6" Min.
;<41
T
pipe when using Polyethylene or
A.B.S. pipe.
;_0
12" -1- 0'0. 12-
PTE
12" 0. D. 12"
PI 3E
TYPICAL SANITARY SEWER TYPICAL
STORM DRAIN
TRENCH SECTION
TRENCH SECTION
N. T. S.
N.T.S.
I
4
11/5/98
REVISE BLASTING PLAN NOTE
ELH
3
10/10/98
ADD BLASTING PLAN NOTE
ELH
2
9/3/98
AS PER TOM ENGR COMMENTS
ELH
1
6/25/98
ADD BUILDABLE SQUARE NOTE AND STONE BERM DETAIL
ELH
DA TE
DESCRIPTION
1 8
ydNO.
ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED
50' RIGHT OF WAY
BITUMINOUS CONCRETE CURB
3/8"PER FOOT
26' PAVEMENT
BITUMINOUS CONCRETE CURB
POINT OF APPLICATION
nF r-PAnF
3/8"PER FOOT
GRASS STRIP RESIIRVED FOR HYDRANTS, POLES, ETC.
1/2"PER FOOT- 41,1�/
7 7
A/� n
V ul_��
4" TOPSOIL &' SEED
SUBBASE_: 8" GRAVEL (DEPTH SHALL BE INCREASED TO 12" uck
WHERE LEDGE OR ROCK IS PRESENT) MEET GRADATION OF M2.06 GRADING B
RAc,'F COURSE: 6" PROCESSED TRAPR CK 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)
F-r'%n
I nrl A [DnAnC If:' IDA\111\lr� IQ F)nNiF- AFTFP r)r`T ir,
np PF-I:-r)PF- ADFI>il Irl
F UF\
L_ U �_ /-\ L I \ �,j t-\ L_/ �), I I I r-\ v 11 14 �_7 1 1-) L_/ \-/ 1 11 L_ f_N I I L_ I \ \-/ �_ I . i j
\-/ I X L_j L_ I 1._� I \ L_ f-\ I I \ I L_ I
A 2" BINDER COURSE
SHALL
BE PLACED.
26' WIDE PAVEMENT CROSS SECTION-
N.T.S.
GRAPHIC SCALE
0 .5
IN FEET
I inch = I ft.
,IL & SEED
NOTES.
L TACK COAT TO BE APPLIED
KJOR TO CURB PLACEMENT AS
REC&JIFZD BY TOWU
CDATM TO PC APPLIED PER
M 04MAdC FORM e14 A
BI TU MIN OUSCONCRETE LIP CURB SECTION
I I-,
FLARED END
SEE DETAIL
N.T.S.
"E"I 11
SECTION X-X
18* INTERMEDIATE RIP RAP
"G' 'H"
FILTER FABRIC
SHALL BE NONWOVEN CLASS 2
6" GRAVEL V4TH PERMITTIVITY OF 0.5 TO 0.1 SEC
AND ADS OF 0.43 MM TO 0.22 MM AND
SHALL MEET AASHTO M288-96.
PIPE
DIAM.
A
8
I C
D
E
F
G
H
WT RIP -RAP
IN TONS
15"
10,
7'
1-1/2'
1'
1'
4-1/2'
1-1/2'
3'
6
18"
12'
81
2'
1,
11
5'
2'
4'
8
21"
13,
9'
2-1/2'
1-1/2'
1'
7'
2-1/2'
4-1/2'
12
24"
17'
10'
2-1/2'
1- 1 /2'
1 '
8'
2-1/2'
5-1/2'
15
301,
20'
13,
S
2'
2'
91
3'
6 '
22
361,
22'
16'
3-1/2'
2'
2'
9-1/2'
3-1/2'
7'
33
ENERGY DISSIPATOR DETAIL
N. T. S.
EXCAVATED NATURAL CLAY
TRENCH MDTH
.4.
X'\
4'-0' (MAX.)
(TO OUTER MANHOLE WALL 1' 6" 2' MIN.
_�m. (�)
PLAN VIEW
i
70-1-W
1 4- BROKEN TRAPROCK (TYP.)
,r-SEE NOTE #3
/--SAND BLANKET (TYP.) FABRIC (SEE NOTE #4)
le -PIPE
\-NATURAL CLAY
3/4' BROKEN TRAPROCK (TYP.)
TO TOP OF PIPE.
PROFILE �qEW
OF EXCAVATED TRENCH
NOTES:
1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF
MANHOLES, AND SPACED A MAXIMUM OF 1W +/- APART, OR AS
DIRECTED BY THE TOWN ENGINEER.
NOTE#4;
2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON
FILTER FABRIC SHALL BE NONWOVEN
BOTH SIDES OF TRENCH.
CLASS 2, WITH PERMITTIVITY OF
0.5 TO 0.1 SEC4 AND ADS OF
3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND
0.43 mm TO 0,22mm AND SHALL
TO 'ME TOP OF RM.
MEET AASHTG M288-96,
NATURAL CLAY DRAINAGE
STOP DETAIL
N.T.S.
EDGE OF PAVEMENT
6" Y BRAN(
WOOD 2"x 2" STRIP TO BE
CARRIED FROM SEWER TO ------
SURFACE OF GROUND
860-291-8755
esign
rofesslonal;b, 1mon DEslm- ELH DRA wN. EL H. CHECKED: R,1A
U
Civil Engineers - Planners - Surveyors - CIS doB No.: 95-8J7
-JDA TE. 6-8-98
165 south satellite road - south windsor - Connecticut 06074 DRA WNG /vO.: D.- \ JOB \ 958J7 \ 8J7DE TA IL S. D WG
6" Y BRANCH
PROPOSED SANITARY SEWER
PROPERTY LINE---
- 6" Y BRANCH
STOPPER
6"-30* BEND
\CRUSHED STONE
(WHERE REQUIRED)
JOINTING MATERIAL IN
_-------CONNEC-nON TO BE SAME
AS MAIN SEWERS
TYPICAL SANITARY SEWER
HOUSE CONNECTIONS
N.T.S.
NOTES:
1. ALL HOUSE CONNECTIONS TO BE
LAID TO GRADE OF 1/4" PER FT.
MIN. AND CARRIED TO THE EDGE
OF PAVEMENT OR PROPERTY LINE
AS SPECIFIED BY THE ENGINEER.
2. "Y" SPACING AS DIRECTED.
42 R TRID GE A MA DO W H
(SUBDIVISION - SECTIONS 3 =&4
PREPARED FOR
JMJ CONSTRUCTRON CO.
SOUTH WINDSOR CONNECTICUT
SHEET
12./
5-9
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
S 4x9.5
SPOT WELD OUTER FRAME
X_
TO GRATE AT 6" O.C.
DETAIL '13'
11-83/8 111 10' 1
11-L'I - 4 mpall
CROSS SLOPE AS PE --,,
CROSS SECTION
'R 21-
13 0 MASONARY LEVELING BRICKS
b'� MINIMUM DEPTH, UNLESS SPECIFICALLY
NOTES: SEE DETAIL 'IT
1 om/16" ORDERED OTHERWISE, UNDER TRAVELWAY
1. RED BRICK NOT TO BE USED. N 1-7 112", UNDER UNTRAVELED AREAS 3"
2. WHERE PRECAST CONCRETE UNIT 3'- 10 /4
IS USED FOR SUMP THE TOP OF
AT LEAST 2 13/16"
THE UNIT SHALL BE �ij
6" BELOW THE BOTTOM OF THE 8"
PIPE OUTLET FROM THE CATCH >
BASIN
7 1/2"-
.
3. WHERE MASONARY CONCRETE UNITS
ZF
5
BRICK, CLASS 'A' CONCRETE, MASONARY CONCRETE OR PRECAST
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
NO PROJECTION SHALL EXTEND IN-
BE Y.
SIDE OF LIMITS.
(0
8"1
1
4'-51/lo L__�
81,
CLASS 'A' CONCRETE POURED IN PLACE
4. ADJUST FRAME ELEVATION
1
OR PRECAST UNIT.
WITH BRICKS 6" TO 12"
5. PROVIDE MINIMUM 2'-0" OF
V-9
PERVIOUS BACKFILL ABOVE THIS
COVER OVER PIPE AT BELLS
ELEVATION. MAX. DEPTH S-O"
6. PROVIDE 6" OF 3/4" TRAPROCK
BELOW THE TOP OF THE STRUCTURE
UNDER EACH STRUCTURE AT BASE.
' '
SECTION
A
DOUBLE GRATE CATCH BASIN, TYPE I-
N.T.S.
1/2' SMOOTH STEEL BARS----
4"X8" OPENINGS
SPOT WELD 2 EACH JOINT
0'-B 5/16'
- 4-6 3/11'-
13/16,
l3'-1 3/4'-
Type "C-L" top and grate
- 0'-8 13/1G,
STANDARD PRECAST
7 CONCRETE UNIT-
V-6-
10
OUTLET PIPE
MODIFIED RIP RAP PAD—'
Class "A">
e"'
4'-0' Concrete
FRONT S �ID E�
C�
U S To P�
_CIR LAR �FAST �NER OT WE�LDED �AS D�EPICT_ED
AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH
MINIMUM 1/20X3' STAINLESS STEEL BOLTS
-Type '%C-L" Top
Y" with Type "A" grate
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.
36' 4. ADJUST FRAME ELEVATION
NTH BRICKS 6" TO 12"
TOP 5. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
6. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
DETENTION BASIN OUTLET
N.T.S.
FLOW
:��F kW
:FLA:RED END:
P1 I G; RIPRAP
PIPE BEDDING A
4" MIN.1
FILTER FABRIC PROCESSED GRAVEL
NOTE:
RIPRAP DIMENSION
SIZE 'A'
MODIFIED 15"
INTERMEDIATE 24"
STANDARD 36"
RIPRAP INSTALLATION DETAIL
N.T.S.
-0 x
r-11
1. UNLESS OTHERNSE NOTED, EXISTING UTILITY
0
LOCATIONS AS SHO�W, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL U11LITlES 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.
9/3/98
NO. DA TE
- A 7
_t
I
7'-10 1/2"
PLAN VIEW
_/_
7 l/
2"
IIIIIII IF
SEE DETAII 'A'
\_2
#4 BARS S-10"
LONG ON EACH SIDE
C*4
12f-
1
1 V-10 1/2"
2"
bi
_j
Qf
<
>
0
1
_04
8"
C-6 1/2" -18"
7'-10 1/2"
2"
5 lz�
2 5/8"DIA. HOLE
FOR #4 BARS
7 -4" LONG
C,
a
Q
2L 3 1/2"x2 1/2"xl/2"
1 4"
4-
S4x9.5
DETAIL 'A'
SECTION A -A SECTION 13-13
DOUBLE GRATE CATCH BASIN - TYPE 11
0 ..........
.3
....
.......
......... 6" LOAM & SEED
..........................
.........
B=3'-O" FILTER FABRIC
RF NnwWC)VFN rl Alz�15; 2
-1
WITH 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.
REVISIONS
AS PER TOWN ENGR COMMENTS ELH,
DESCRIPTION BY
N.T.S.
4" LOAM, SEED,
91-01, FERTILIZER, & MULCH
TOTAL
-12" MODIFIED RIPRAP
116"
A
rc
LO
L
L� 4'-4"
PLAN VIEW
APPLICATION OF GRADE
STEEL I BEAM
6" LONG l'-7 3/8�'
.-PVMT. CROSS -SLOP
V) L,
�/l 6" 0 M
W
W _j
C) _j
x <_
z -
0(no
(n I-
Lzu 0
WYW
2 0 (n
5 =F <
Lij
Of
_j
.......
......... �%��6" BANK -RUN GRAVEL BASE
-______�(D.O.T. M.02.06 TYPE "B" GRADATION)
3'-0" B=3'-O" 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.
I,Al�
R2
SECTION Y-Y
POURED CONCRETE CUTOFF WALL
MORTAR
OR PRECAST SLAB,
ANCHORED TO CULVERT END
DETAIL 'A'
D nts
DETAIL 'A' FOR USE WITH COR-
C (BARREL) B RUGATED METAL PIPE 54" OR
�-V' MIN. LARGER.
SLOPE LINE---' 7-1
t I
I _+_
+1 -7, Nll�
WALL (SEE NOTE 2)
SECTION X-X - TIA END VIEW
POURED CONCRETE CUTOFF WALL
OR PRECAST SLAB,
ANCHORED TO CULVERT END
NOTES:
1.
RED BRICK NOT TO BE USED.
2.
WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
I
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 lZ
5.
PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
6.
PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
8"�-`['-1 5/8"
8
1 34 BRICK LEVELERS
3-5/8"
VARIES
< '--CLASS 'C' CONC.
3�:
OR PRECASTCONC.
-C) L BLOCK
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
FLARE
REINFORCEMENT
ONE LAYER ONLY IN CENTER OF WALL
MIN AREA OF
MIN AREA OF
DIA.
A
B
C
D
E
F
R,
R2
LONGITUDINALS
_RSE STEEL
TRANSVI"
SQ.IN.PER FOOT
SQ.IN.PE R FOOT
18"
9.
2'-,3"
31-101,
2'-5"
V-3 1/2"
l'-O"
0.060
0.060
21"
91,
2'-1 1
S-2-
61-11,
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"
6'-1 3/4'
5' -0"
3'-l"
V-6 112"
l'-3"
0.084
0.084
36"
l'-3"
5'-3"
2'-10 3/4"
8'-1 3/4'
6'-0"
S-11 11/15'
2'-5/16"
V-S"
0.096
0.096
42"
5'-,3"
2'-11
8'-2"
V-13"
4'-5 7/8"2'-3
1/2"
V-10"
0.108
0.108
43"
2'-0"
61 _011
2'-2"
8'-2"
7'-0"
4�-6 1/2"
2'-4 1/2"
1 -10"
0.120
0.120
54"
2'-3"
5-5-
2'-11"
8'-4"
7'-6-
5'-5 1/2"2'-9
1/8"
2'-0"
0.132
0.132
60"
2'-6"
5'-0'
S-S'
8'-3"
8'-0"
6'-1/2"
3'-11/16"
2'-0"
0.144
0.144
12"
4"
2'-0'
4'-,3
/�
6'-3/8"
2:-0::
V-715/16"
10 1/4"
9.
0.048
0.048
15"
6"
-
2'-3"
-
3"-10"
- ".
6 -1
- -
1 2-b
- - __1
I Z -,3/1 b
- I _
I 'I -I/ Z
I I I
U.UD'+
- 1.,
FLARED END DETAIL
N.T.S.
GRAPHIC SCALE
1 0 .5 1 2
6m
0111111111011�
( IN FEET )
1 inch=1 ft.
4'-8 3/4"
_1�1 .2*-8 3/4"_I�_V
- --' \
_f
_00
-
-1
4'
_O'
7:r\\__CLASS 'C' CONC.-/
4 4 5'- 4
`�FCTm R-13 SECTION A -A
TYPE 'C' CATCH BASIR
N.T.S.
2 1.5" Dia.
Handlina Holes
8"
1 50"
1
GRADE
6'TO 10 BELOW
BELOW GRADE
8 5/16"-N,,�,
4 13/16-L-
S-1 3/4"-
1 3/
STANDARD PRECAST
CONCRETE UNIT
2'-
2'-8 3/4$'
8 3/4"
ui z
12'
zo
P34
:3
3:
F_
<
>
0
_j
,
`j 7 5/8"
_j
00
A
'04
3-5/8'
4 TRAPROCK
UNDER BEND
IN -LINE CLEANOUT DETAIL
N.T.S.
625"
6ondi`n'g �o es
24.50" Dia.
0.75"
1.50" j:j-2.125" 1.50"
0.75"
4'-0"
5'-4"
SECTION A -A
SECTION 13-13 A
CAST IRON FRAME.
N.T.S.
860-291-8755
(I&
DEIMM
&esign
rofessionals, ine. EL H DRAWN. EL H
DESIGN. I CHECKED. R,1A
I - Planners - Surveyors - CIS IoB No.: 95-8J7 E.- 6-8-98
0 Civil Engineers I DA T
lz south satellite road - south windsor - connecticut 06074 DRAWING NO.: D.- WOB058J7�8J7DETAIkS.DWG
10 13, /1611
FINISHED GRADE-\ IV-8 3/8" � c-A
4 13/16"
�5"
L! MIN . -------
____r_T_
BRICK LEVELERS
00
-
�
Cq 0
V-8 3/8"
�Iw
1 - 12'
-
N
sm NOIE 6
(nm
02
W
W
UZI
X
(n
Uj (n
L,
17 13/16"
<
>
Z,
----CLASS
Eg
'C' CONCRETE
OR PRECAST UNIT
8
7
8
j
4'-4"
CLASS 'C' CONCRETE
OR PRECAST UNIT
SEC I ION 13
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
NTH 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�
TYPE C-L CATCH BASIN
N.T.S.
CAST IRON HANDLE
8.5"
< 10"
L
I- B -4
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
2:r
16"
12"
100 1 b
2 HOOKS
25"
17'
15
135 Ib
2 HOOKS
F 28"
1 20"
1 18"
155 Ib
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
A - 0
0
0 0 0 0
000
0 00 1 0; 0 0
0 0 a 0 0 0 @�) 1��P E3
- 0 00 D 0 00 00 0
royE oc , 00
0 0 0 13 0 OEI 00
, V
0 00
0
Cl
0 (0 0
0 V (0 00
0 0
0
CJ El 0
0.38"
0.75"
1
1.56"
23.875" Dia.
12511 1.25"
-
1.125"
5
1,175'
7A 21
WJ
1.12
0.56" 0.56"
1.50"1
7" n;�
1.94"1
SECTION A -A
CAST IRON COVER
3.6875"
N.T.S.
SHEET
F&AARTRIDGE MEADOW N
(SUBDIVISION - SIECTIONS 3 & 4
13
PREPARED FOR
JMJ COMTRUCTE/E"YN 00.
10
SOUTH WINDSOR CONNECTICUT %
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE NTH "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 CONNEC11CUT COUNCIL FOR SOIL AND WATER CONSERVATION.
G TWO 2" X 2" X 36"
3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USIN
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 NTH THE FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH: RATE:
HAY OR STRAW go# / 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.
CONSTRUCTION SEQUENCE
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
TO BE INSTALLED AND
MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE
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
AND FILTER FABRIC AS SHOWN IN THE DETAILS.
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
EQUIVALENT OF SLOW
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 SO. 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.
-a �1,1,
r-
1. UNLESS OTHERWISE NOTED, EXIS TING UTILITY
0
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
CA
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.
NO. I DA TE
REVISIONS
DESCRIPTION
TEST PIT #1 EXCAVATOR: SCOTT, JMJ CONST.1
DATE:
2/19/98 TESTING BY: ELH�
ILOCATIO : PM 11-SECTION 3-TRUMBULL LANE
SOIL DEPTH DESCRIPTION
0"- 4)) TOPSOIL
4" -
27" LIGHT REDDISH -BROWN SILTY SAND
MODERATELY COMPACTED
27" -
111 DARK REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LEDGE:
111 MOTTLING: - WATER. - ROOTS:
INOTES:
FROZEN ON 2/16/98
TEST PIT #2
EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/16/98 TESTING BY: ELH
LOCATION: PM 11-SECTION 3-TRUMBULL LANE
SOIL DEPTH
0"- 28"
DESCRIPTION
BROWN SILTY SAND,
MODERATELY COMPACTED
28" - 107"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LARGE ANGLR STONES @7' APPROX.
LEDGE:
MOTTLING: WATER: - ROOTS: 29"
NOTES:
#3
EXCAVATOR: SCOTT, JMJ CONST.
I DATE: 2/16/98
TESTING BY: ELHJ
LOCATION: PM 11-SECTION
3-TRUMBULL LANE
SOIL DEPTH
021- 223
DESCRIPTION
TOPSOIL
-i
2" - 27"
BROWN SILTY
MODERATELY
SAND, I
COMPACTED
27" - 131 "
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED, DAMP
>1 31
LEDGE
LEDGE: 131
MOTTLING: -
WATER: - ROOTS: 23"
NOTES: - - -
11-TE-STPIT #4
EXCAVATOR: SCOTT, JMJ CONST.1
DATE: 2/16/98
TESTING BY: ELH
LOCATION: PM If -SECTION
3-TRUMBULL LANE
SOIL DEPTH
07)- V$
DESCRIPTION
TOPSOIL
35
BROWN SILTY
MODERATELY
SAND,
COMPACTED
35" 134"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
ILEDGE:
MOTTLING: -
WATER: - ROOTS: 36"
�NOTES-
TEST PIT #5 EXCAVATOR: SCOTT, JMJ CONSTJ
DATE: 2/16/98 TESTING BY: ELH
LOCATION: PM II -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
LEDGE:49" MOTTLING: - WATER: ROOTS: 32"
NOTES.
TEST PIT A6
EXCAVATOR: SCOTT, JMJ CONST.
DATE:_ _2/16/98 TESTING BY: ELH
ILOCATION: PM 11-SECTION 3-STEVENS WAY
SOIL DEPTH
0"- 3"
DESCRIPTION
TOPSOIL
1 3" - 32"
BROWN SILTY SAND,
MODERATELY COMPACTED
32" - 106"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LARGE ANGLR STONES @7' APPROX-1
>1 06"
LEDGE
LEDGE: 106"
MOTTLING: - WATER: - ROOTS: 37" 1
NOTES:
7ST PIT #7
EXCAVATOR: SCOTT, JMJ CONST.1
I DATE: 2/16/98 TESTING BY: ELH
!LOCATION: PM 11-SECTION 3-STEVENS WAY
SOIL DEPTH
0))- 31)
DESCRIPTION
TOPSOIL
3" - 30"
BROWN SILTY SAND,
MODERATELY COMPACTED Y
30" - 81
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LARGE ANGLR STONES @6' APPROX.'
>81
LEDGE
LEDGE:81"
MOTTLING:- WATER:- ROOTS:- I
NOTES: - - -
TEST PIT #8
EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/16/98 TESTING BY: ELH
LOCATION: PM 11-SECTION 4-STEVENS WAY
SOIL DEPTH
DESCRIPTION
Olt- Y
TOPSOIL
S' 42"
ORANGY-BROWN SILTY SAND
MODERATELY COMPACTED, m61ST
TAN/GREY CLAY DEPOSITS
42" 122"
REDDISH -BROWN SILTY SAND,
iLEDGE:
MODERATELY COMPACTED
LARGE ANGLR STONES @7' APPROX-1
-
MOTTLING:- WATER:- ROOTS: 39"
I NOTES: - -
-
ST PIT #9
EXCAVATOR: SCOTT, JMJ--CONST.1
DATE: 2/19/98
TESTING BY: ELH
ILOCATION: PM II -SECTION
4-STEVENS WAY
''SOIL DEPTH
DESCRIPTION
: t T- 3"
TOPSOIL
I
3" - 33"
BROWN SILTY
SAND,
MODERATELY
COMPACTED
33" - 82"
REDDISH -BROWN SILTY SAND,
MODERATELY
COMPACTED
>
>82"
8L
LEDGE
LEDGE- 82"
MOTTLING: -
WATER: - ROOTS: 27",
OT S.
N OLT E S:
ITEST PIT #10 EXCAVATOR: SCOTT, JMJ CONST.
I DATE: 2/19/98 TESTING
ILOCATION: 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' APPROX.
LEDGE:
- MOTTLING: - WATER: - ROOTS- 17"
NOTES:
MOSSY SURFACE J
TEST PIT #11 EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/16/98
TESTING BY: ELH
LOCATION: PM 11-SECTION
4-PHEASANTS WAY
SOIL DEPTH DESCRIPTION
0"- 13" TOPSOIL
13" 18" BROWN SILTY
MODERATELY
SAND,
COMPACTED
18 124" REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
LEDGE: - MOTTLING:
WATER: - ROOTS: 11'
N OTES: - - -
-
FEST PIT #12 EXCAVATOR: SCOTT, JMJ CONST.
DATE: 2/19Z98 TESTING BY: ELH1,11
LOCATION: PM 11-SECTION 4-PHEASANTS WAY
SOIL DEPTH DESCRIPTION
0"- 87" REDDISH -BROWN SILTY -SAND,
MODERATELY COMPACTED
>87" LEDGE
4LEDGE: 87" MOTTLING: - WATER: - ROOTS:
I NOTES: MEADOW - BURIED DRUMS & DEBRIS
PIT #13
- EXCAVATOR: SCOTT, JMJ CONST.
ILTEST
DATE: 2/16/98
TESTING BY: ELH11
LOCATION: PM 11-SECTION
4-PHEASANTS WAY
SOIL DEPTH
0" - 37"
DESCRIPTION
BROWN SILTY
MODERATELY
SAND,
COMPACTED, MOIST
37" - 94"
REDDISH -BROWN SILTY SAND,
MODERATELY COMPACTED
>94"
TOPSOIL
LEDGE: 94"
MOTTLING: -
WATER: - ROOTS:
NOTES: - - -
GRAPHIC SCALE
0 .5 1
IN FEM
1 inch ft.
1. EXCAVATE A TRENCH 4"
DEEP AND THE WIDTH OF A
STRAW BALE.
PACKED STRAW
13
PI AN VIFW
3. WEDGE LOOSE STRAW
BETWEEN BALES TO CREATE
A CONTINUOUS BARRIER.
13
cl
I I
I
BOTTOM OF
DRAINAGE WAY 1
PLAN VIEW
CROSS SECTION
STRAW BALE
2. PLACE AND STAKE STRAW
BALES, TWO STAKES PER BALE.
'��BINDING WIRE OR TWINE
CB GRATE
FILTER FABRIC
AKE
FILTER
FABRIC
-1
SUBGRADE r
FILTER
FABR
Top
CB TOP
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL AS
SHOWN ON THE UPHILL SIDE
OF THE BARRIER TO PRE-
VENT PIPING.
DULD
BE HIGHER THAN ELEVATION AT
POINT B.
BALED HAY OR STRAW INSTALLATION
N.T.S.
'Dj "0 ["3 0 E3 E
000013
E
13'1
\,--6' CT D.O.T. 2" STONE TO BE PLACED
E3 E3 [3 [3 E3 E OVER FILTER FABRIC MATERIAL
E300 001
0 0 E3 E3 E3 E3 E SEE SEDIMENT AND EROSION
000 30131 SHEET FOR PAVEMENT WIDTHS
013030131
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EDGE OF PAVEMENT
THRU STREET
ANTI -TRACKING APRON
N,T.S.
860-291-8755
Oaresign
of essionals, 'no -
a
0 Civil Engineers - Planners - Surveyors - CIS
we
165 south satellite road - south Windsor - connecticut 06074
N
NOTE:
REMOVE CB GRATE. PLACE FILTER FABRIC.
REPLACE GRATE TAKING CARE NOT TO
DAMAGE FILTER FABRIC. ANCHOR
WITH STONE OR EARTH PILE.
CATCH BASIN GRATE
SEDIMENTATION CONTROL
N.T.S.
-STONE ANCHOR
PILE
SUBGRADE
9 9 STORM SEWER STRUCTURE
FLOW
FLOW
ig
ANCHOR NTH TWO 2"x2"x3'
STAKES IN EACH BALE
HAYBALE INSTALLATION AT CATCH BASINS
ANGLE POSTS
5' UPSLOPE
FOR STABILITY
AND SELF-
CLEANING.
FILTER
FABRIC
DESIGIV- ELH 1DRA W.- ELH I CHECKED.-)?JA
110B No.: 95-8J7 .6-8-98
DA 7E:
DRA WING NO.: D.- � JOB � 9,58J7 � 8J7DE TA IL S. D WG
1. SET POSTS AND
EXCAVATE A 6"x6" TRENCH
POST UPSLOPE FROM POSTS. SILT
FENCING
95'
F12" MIN.
3. ATTACH FILTER FABRIC TO
THE WOODEN POSTS AND EXTEND
IT INTO THE TRENCH
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
THE EXCAVATED SOIL.
P44 A` TR Ij COE AMA j VOW ff
(SUBDIV
ISION - SECTIONS 3 & 4
PREPARED FOR
SWCONSTRUCTUON COO
SOUTH WINDSOR CONNECTICUT
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SOUIH WINDSOR CONINKTICUT
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