HomeMy WebLinkAbout98-68P_JMJ CONSTRUCTION COMPANY DEMING HILL ESTATES OPEN SPACE SUBDIVISION SECTION 4 & 5_DEMING STREETit
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Deming
Hill
aArmoest
OPEN SPACE SUBDIVISION SECTIONS 4 & 5
De LL-==:� M N G 0 R!L��L=�T
Zonha Data Nock
ZONE: AA-30 LIMITED RESIDENTIAL
ITEM
REQUIRED/ALLOWED
PROVIDED
Total Parcel Area
—
105.23 ac.
Lot Area
25,000 sq. ft. min.
25,050 sq. ft. min.
No. of lots permitted
* 115 lots max.
97 lots
Open Space
* 10 ac. min.
23.55 ac.
Lot Width
120 ff. min.
120 ft.
Lot Depth
125 ft. min.
125 ft.
Building Height
2 1 /2 Stories
2 1 /2 Stories
Flom l Yard
1.)U f 1.
5V f t.
Side Yard
15 ft.
15 ft.
Rear Yard
40 ft.
40 ft.
* Zoning data block notes:
Open Space _Subdivision Calculations:
* The Gross Acreage (GA) is the total parcel
area (105.23 ac.), minus:
10% of the total acreage (10.52 ac.); wetlands
and regulated watercourses
13.10 ac.); detention areas (0.25 ac.); utility
easements (0.00 ac.);
rights of way (0.00 ac.); and slopes in excess
of 15% (1.5 ac.) ].
GA = 79.86 ac. or 3,478,701 sq. ft.
Maximum_ number -of_ lotspermitted:
3,478,701 sq. ft. divided by 30,000 sq. ft. =
115 lots allowed maximum.
97 lots proposed
4pvL --:5 re a u iu i.rAd;
Because the average lot size (32,413 sq. ft.
) is greater than the required lot size of
a conventional subdivision (30,000 sq. ft.), a
minimum of 10 ac. of open space must
be provided. Deming Hill Estates is providing
23.55 ac. of open space.
NOTE5
THE5E DRAAIN65 ARE THE PROPERTY OF DE516N PROFE5510NAL5, INC., AND HAVE BEEN
PRFPAREED 5PPr IFIr AI I *' FOR THE OMER/APPL ICANT FOR THIS PROjE T, THEY ARE NOT
TO BE U5ED FOR ANY OTHER PMP05E OR BY ANY OTHER PER50N OR PER50N5 NOR
R r11tODUCED IN ANY MANNER WITHOUT THE EXPRE55 WRITTEN PERM15SION OF DE516N
rR0!'E551 ONAL 5 INC
THESE PLANS ARE INVALID VNL.E55 THEY BEAR THE ORIC71NAL 516NATURE AND IMPRE55ION SEAL
OF THE PROPE5510NAL ENiSINEER OR SURVEYOR
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH 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 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 BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MAi2�/ LIC. No.
e eE CC Cc U
--Do(
�'U�uu ef La 'W �U'� C JN
OWNER / APPLICANT
rl APK PEAI TY� It�r
658 ELLI NCTON ROAD
SOUTH WINDSOR, CONNECTICUT 06074
EL. (860) 282-0628
�Cl/yDT�
TOWN
DV IF
c�
�
I/ 2 \`\J SCOTT
� DRIVE
CBREEZY HILL D
ROAD
RlL
� � a
� c
•� rn
\� U
30 ? N
A ^FLA�k)HILL"
SENIOR HOUSING
OF MANCHEST,ER
SJ
LOO C AVOOO H PLAH SCAU ir=
prepared by:
■
pesign
rofessionals, inc.
Civil Engineers • Planners " Surveyors • CIS
165 South Sategite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
Ics
0
13 `Town. oPS�t `l&U&0t
6A0 SU t IVAN AVENUE • SCOTH WIND80n. CONN. 000r4
e+ APEA LODE 000 r 6u 251 i
4
N 8279 16" W
263 65�-
8 3 `"
A=005131"//
44 R = 275.0
s T = 2. 06' \ JO, 587 sq. ft.
L = 4.12' 0.70 cc.
\ 0= 80'�'I"
\ R = 25. 00 \ /
76 T = 21.13'
\ / L\ 35.08' \ / N 67'43'22" W
� t 58.29'
��9- \ \ \ / 2y�5 / o OPEN SPACE LAND
SR \ f32 1g 2.14 cc.
LAND TO BE DEEDED, IN SECTIONS 4 do 5,
TO THE SOUTH j - �p0 0 ' WIDSOR LAND
R=�2�25.00' / �p �� CONSERVATION TRUSTN NOR OTHER
401 ACCEPTABLE ORGANIZATION.
n8Q 802421" 2~�� �S6 L = 48.VJ� / RIGHT TO DRAIN IS TO BE GRANTED TO THE
R5>,QO' yam. \ 8 4 \ TOWN OF SOUTH WINDSOR.
T 21.13 �o
� �o ��s� �Sir •.
= 20W9/'15" \ 0 1625'18" 25,196 sq. ft.
R = 2 j 5.00' \
0.57 cc.
\ R �225.00'
T7- -50.52' T = 3 .47'
= 99.93°j
' \ 402 L = 69'
2839' \
T 5
00.0
.E
25 35 � z
A = \ 283929" / $2 00 / o
R = I /..N0' 404 o rn
T 44.70� 69y t1�
\ \L = 87.5 I ryxa4 o w o \ oo_ `r
/ �\
aso
2�� \ 05
O_ �A \
ry
\ 0 \ O 25,004 sq.
0.57 cc.
\ 37, 874 sq. ft. / 20' STREET TREE
/
0.86 cc. EASEMENT IN FAVOR
35 \ o of THE rowN of ( P/
5
N SOUTH WINDSOR
/ 71 \ \ � ``� a8 0o e v+
IX
29,230 sq. ft. \ \ 5
o
jIto
\ 405
= 9 00 00
T = 5.00' o
/ L� 39.27'406
4 ON
m
o
/1101.\
� 407 405 50
IL 90100,00
S R = �,QO' 2a - 25. 019
o Y 5 98 / L= 39.27 y
R = 60, 00'- C 21' �y /
I I 38, 631 sq. ft. / T �3'24'
0.88 cc. p =70 38" L = 44.34'oo / \
Tj-` 41. 70' n E 5yo-
L = 71.37' 4,0 , 5
/ 677 00
N
25' CONSERVATION /
EASEMENT IN FAVOR 14 00/ \ \
OF THE TOWN OF = 60.00,
SOUTH WiNOs� � T = 763' /
W `goo L = 15.17'
N gp'15'11 / A = 275120"
169.33 f R = 60.00' 412
T = 14.88' / \
L = 29.17' N w \
o iT-
0 = 9 48 2 " 411 / o Nis \ \ It 413
R= 55.00' x l o t
T = 767' rpm < \ \
L = 105,41 ' � = 8d32062 sq // \ 00 . ft.
I " � 25
25' CONSERVATION \ \\ 0.57 cc.
EASEMENT IN FAVOR \ RS.00' \
OF THE TOWN OF T - 46.59' \
SOUTH WINDSOR, \ \ \ Jt /-- 77.31 ' /\ \
20' STREET TREE \ / o i y
EASEMENT IN FAVOR S \ N r \ f
l I &SOU H TOWN
25, 034 sq. ft. 7
0.57 cc. /
ti 3 2 i V1
coo � 8135
25 '7 t•i , 717 sq. ft.
of ern I 0.59 GC. S
44,927 sq. ft.
1.03 0c.
110�2�5,, E
i UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
k
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
w to
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.
MONUMENT
NUMBER
MONUMENT COORDINATES
NORTHING EASTING
401
357037.70
655753.64
402
357008.15
655713.30
403
356934.37
655795.18
404
356927.78
655745.62
405
1 356766.42
655767.07
406
356738.34
655745.59
407
356688.78
655752.18
408
356667.29
655780.25
409
356711.25
655541.84
410
356721.44
655499.71
411
356640.84
655510.43
412
356661.69
655548.43
413
356513.00
655800.77
44
357154.42
655698.97
15
357151.40
655696.15
16
357119.24
655693.89
17
357089.69
1 655653.56
18
357097.33
1 655622.10
Z� = 074000"
R = 175.00'
T = 11, 73'
L=23.42'
NOTES:
1. HORIZONTAL CONTROL BASED ON CGS DATUM.
2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING
STREET PLANTINGS AS DEPICTED ON PLANS PREPARED BY
CR3 INC., LANDSCAPE ARCHITECTS. SHEETS L.1 - L.8
DATED 10-10-96.
3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL
LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A
FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL
ACCURACY.
MAP REFERENCES:
1. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR,
CONNECTICUT, SCALE:1"=100', DATE:11/20/92, MAP NO. 9021" PREPARED
BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT.
2. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES,
HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT,
SCALE:1"=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO.
1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT.
3. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS,
RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100',
A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED
BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT.
206.09' N 80.39'/
N 672125" W y N 672125" w REMAINING LAND OF
CLARK REALTY, INC.
REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECHONS 20-300b ' THRU 20 300b
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS ITS GRAPHIC SCALE
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80
2 4/21/99 AS PER TOWN STAFF COMMENTS/APPROVAL LETTERS.KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET �
1 1 /26/99 AS PER TOWN STAFF COMMENTS KMI _ 12882 1 inch = 40 ft.
NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
s r9b sutuym utmA • "rw aNDson, cr 06074,na6
Ann„ CM F404"251I
rat 65%%447781
April 21. 1999
Certified Mail
Peter DeMaflir
Design Profe%snonals, 1111-
165 s. Satellite Road
South Windsor. CT OW74
Uear UeMallte'
lie Appl /98.6AP, Deming Hill > statcs, bmtwns 4 & 5
At the Febrtiary 3, 1994, regular meetuig. the inland Wetlands Agency/Conscrvabort
Commisson approved appl INS-b8P Denning Hill E,statea, Soruons 4 & 5 -
Conservation Plan Approval tar the subdivision of xi aw ca into 21 lots to be known ws
Denning Hill Estates. Section 4 & 5, on property located on the wcnrerly aide of Slater
Street, southerly of Deming Stint and easterly of Ridge Rived, AA-30zone, as shown on
plans prepared by Design i'rofesslouals. Inc., Job No. 90 514 and revised through
January 26, 1999. Tics approval is subject to the following conditions:
1 One blueprint copy of the entire set t,l piano and this loiter rcprodtued thereon,
muat be submitted to this Cotnxnisaion 71-as must be completed within 65 days of
approval prim to any construction activity on the ana. Plans submitted to Planning
& 7xa ing Commtssiun shall be considered having met this requirement.
Z. The applimiuDit shall indemnify and hold hauruleas the Trnm of South Wutdai,
against any liability, which rnwht result from the proposed operation or use-
3. The pertrit 13 valid for five warb and shall expire on Fbbrt:ary' 3, 2004. It is the
;aandoivriet(sl/appitcant(a) resporunbidety to track expiration dates and notify the
Commission of a renewal request at lewt bS dave prior to expiration.
All approval& required must be obtained and submitted print to any activity on the
5. A contact person shall be identified on the pknns
6. We recommend a hood in the aanowit of $5,000 be submitted to the Planning &
Z(ining Commission to eriatire compliance with the Erosion and Rcttimentation
Control Measures.
7. The :rail system bop is to be completed during the summer of IQ99. Wildlife
plantings should be added or. bile ii3, A4 and AS. A list of plantings should be.
mihmitled to the Weiland F.nfororment Officer for approval
8. No, piaritarnts that will disrrrb the existing vegetation.
9 Deed nutes shall be put on the subdzvjsnon lots ind the additions to the basis
shoir:d be oomplrted prior to oonstrucbon of phase 5.
(0 The design engineer 61121! aupeivise the installation of the basin
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVA':IO�Ny COMMISSIONV
Ehrabed. A Warren. Chairman
hsA W /pmm
Cc: Chief Building Official
Planning & Zoning Commission
Town brigtneer
\ D Design Professionals, fair.
2
L
Marta 12, 1999
CEi''MED MAIL
W. Peter DeMagie
Design Protesvlonais, Inc.
165 South Satellite Rd.
South WWKKW, Cr 06074
Dear Mr. DeMallle:
Re: Appl i198-66P, Deming Hill Estates, Phases IV and V
We are pk W to advise you that the Planrrng & Zoning Commission voted on March 9, 1999
eD approve with modificalons application *98.68P, Subdivision on 105 aces to croate 34 lots to
be known as 'Den*V Hill Estates Phases IV and V" on property located on the southerly side of
Demnq Street and ttr wrstMy side of Slater Street, AA-30 zone as shown on plans prepared
M Design Ptdesslonals, Inc., project 90-514 and revised through January 28, 1999. This
approval is subject to the follaw kV mocif kern s:
1. This approval is for 21 lots, numbered 36-44, 68-76, 83-5.
2. Concrete sidewalks, built to Town sp«Nlotlons shag be Installed on both skies of all new
Sheets.
3. Drainage and construdbn for this stbdvtslot Is sub,ed to the approval of the i own
Engineer
4. All lots shal I be serviced by the Town of South Windsor sanitary sewer system and are
sub)ed to the approval of the Water Pollution Contrd Authority.
5. Water shall be supplied to this subdivision by pudic water coming from Ridge Road.
6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in
accordance with the poky estatilbihed by the C'9ef of Police. Street llghtlr y is to be
coordinated with tte Chief of police.
I. sheet names and iocatlats of ire hydrants are xbjed to the approval of the Fine Marshal
of the Town of South Wledsor, street names and supporbng poets shall be instal led by
the developer In conformance with the standards of the Ton of South Windsor, at no
expense to the Town
B. A liability insurance porky shall be submltied to thls commission naming the Town of South
Wndsor as an Insured, v t a combined single heir for bod ly Injury and/or property
damage in the amount of $1,000,000.
9. 'this application is subject bo the conditions of approval of the Inland Wetlands
A9eruy/Conservation Commission, Including a band in the amount of $5,000.
10. Prior to commencement. of any site work, a preocnshucton meeting must be held with
Town Staff.
11. All plans used in the field by than developer must bear the stamp and auitlx rtzad synature
of the Town of South Windsor,
12. AN aeser w%ft for Conservation purposes, damage or utWtles, that may be required in
Connection with the approval of this subdMskxr, must be submitted on standard Town
easement form where appropriate, to it* Cuxnmission prior to filing the mylars and
Lssalance ill bugdng ptxm�. All deeds itx Open spat'`, pubic Nttprowtinaxnls and ruadwttys
rtset be subrsdtted prior to request for Tows, aooeptarice; all deeds must be In acordance
with the policy for accepting deeds and mtst be approved by the Engineering Department
and Town Attorney.
13. Footing trains are required for each howl:. Prior to the building of a try structure on a lut,
a topographic map, dawn to a scale of 1' - 40', shall be submitted for each lot In rite
subdlrlslon, showing proposed contours, elevations and the location of the Footling dram.
No building permits will be Issued until the proposed mnbour% floor elevations and location
of `ooting drain have been approved by the Town Engineer.
14. if, for any reason, firtisl grading and other irnfivkkral lot sitt: word is not completed, the
Town Engineer shall determine the amount of a ash bond to ensure final grading and site
work. This cash bond must be submitted prkx bo issuance of a Certificate of Ocnrpan y.
15. Quantity estimates must be sutxy*tM to the Town Engineer (on the enxiosed form) tor
the purpose of detern'dning subdivision bonding, and all bonds shall be posted prior to
fling the plans.
16. A drainage assessment fee in the amount of $1,050 shall be submitted to this Gornmiscion.
17. No building permits wig be Issued until all modifications have been complied with, and the
final plans have been (fled in the Town Clerk's office.
18. If a State Traffic ConmWm certificate IS r oqurlred, no building Permits will be is -stied until
the certificate has been issued (per CGS §14.311).
19. Tom Engineer's comments dated Sebruary 8, 1999, moist be adrke_ssnd.
20. A 25 fL conservation easement be required to preserve the existing hedgerow is required
a" the west boundaries of 1 ots 72 and /3.
21. The street names Justin and Marissa must be egrrinated and new names used. See
enclosed I fistDrk Street Narnes list.
22. Open Space makers are to be used on any areas where the lots abut the open space.
These markers shag be installed In accordance with the guidelines established by the Open
Space Task Force.
Black and while transparent "tars of Sheets * 6 8 with the above modifications, together with
three blueprint copies of the entire set of plans (hduding architectural elevations) artist be
submitted to this Commisslon within 30 days to be stamped and signed. The letters of approval
of this Commission, as well as the Irtand Wetlands AgencytConservahon Commission, must be
reproduced on the mylars.
Alter mylars have been signed by the Commssion, they will be returned to you for filing in the
Office of the imien Clerk by June 11. 1999. Affix fling these plans, a copy of the receipt must
be submitted to thri Planning Dn°parbnent.
Very truly yours
PLANNWG & ZONING COMMISSION
FACJdIw
FnrJnsure
cc: Town Fngirxw
Chief Building Official
Avsdssur
Superintendent of Pollution Contrd
Fire MardtJ
Board of Education
OPEN SPACE LAND
(FU 1URE SECTIONS)
(860) 291 8755 PROPERTY SURVEY
esign PLOT PLAN
ro f e s s i o n a l s, inc. DESIGN.- ELH DRAWN.RESURVEY ELH CHECKED: R✓A
= civil engineers a planners • surveyors JOB NO.: 90-514 DATE: 12-3-98
165 south satellite road, south windsor, connecticut 06074 DRAWING NO.: C.-/AA✓O8/90514/PHASE2/514SPsxn4n5.dwg
Frank A. Castro, Chairman
OPEN SPACE LAND
435, 664 sq. ft.
10. 00 cc.
LAND TO BE DEEDED, IN SECTIONS i & 2,
TO THE SOUTH wtNDSOR LAND
CONSERVATION TRUST, INC. OR OTHER
ACCEPTABLE ORGANIZATION.
RIGHT TO DRAIN IS TO BE GRANTED TO THE
TOWN OF SOUTH WINDSOR.
t
l ND
C IRON I SIN TO
• E X1411N(, 001
I I k C)NI IkAt N T I
• I XI',1IN(, Mot
Deming Hill Estates
OPEN SPACE
+ SUBDIVISION - SECTION 4
DEFY UNG STREET
SOUTH WRNDSOIR 0 CONNECTIC
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270
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2
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DATUM E'
0
/ EXISTING
/ SANITARY M H. No. 16
20400 20+50 21+uu
REVISIONS
7F402,
UNLESS OTHERWISE NOTED, EXISTING UTILITY
A1TON5 A'S SF10WM, ARF RASED ON AVAILABLE
ORMATION, ALL EXISTING UTILITIES SHOULD
FIELD VERIFIED.PRIOR TO CONSTRUCTION.
ALL UTILITIES ARE, TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO ML OWN STAFF COMMENTS/APPROVAL KMICONSTRUCTION. ER TOWN STAFF COMMENTS KMI
T SEARS MPRrstiON SEALPLAN IS I ANDIORIGINALSSIGNATURE THEDESCRIPTIONBY
ttl I111 NROFE551UNAl FNGINtER/SURVEYOR
PLAN - GILBERT LANE
SCALE : 1"=40'
PROFILE — GILBERT LANE
SCALE - 1"=40' HORZ.
1"= 4' VERT
GRAPHIC SCALE
40 0 20 40 so
( IN FEET )
I inch = 40 ft.
i (860) 291-8755
resign
rof essionals, Inca
civil engineers • planners • surveyors
165 south satellite road, south windsor, Connecticut 06074
77n
,
1
D
8
,6
i4
52
50
18
46
44
> 42
?40
238
236
DATUM ELEV
235.00
' EPE
r 0 / EXISTING
E 10' GRAVEL
S� DRIVE
(SEE DETAIL)
PLAN & PROFILE
GILBERT LANE
STA 20+00 - STA 28+25
DESIGN: ELH DRAWN ELH CHECKED: R✓A
NO.; 90-514 DArE 12-3-98
DRAW A(G NO.: C:/AA✓OB/90514/PHASE2/514RPsxn4n5.
EXISTING
SANITARY M.H. No. 11
EX. TF: 251.51
INV- 239.83
USE LOCKING
LEGEND
0
IRON PIN TO BE SET
•
EXISTING IRON PIN
o
MONUMENT TO BE SET
■
EXISTING MONUMENT
=
EXISTING CATCH BASIN AND PIPE
--0—
PROPOSED CATCH BASIN AND PIPE
PROPOSED STORM MANHOLE
_-
EXISTING SANITARY MANHOLE AND PIPE
=—e-=
PROPOSED SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
_
PROPOSED WATER MAIN AND HYDRANT
343.50
PROPOSED SPOT GRADE
— F —
FOUNDATION DRAIN
— S —
SANITARY LATERAL
— w —
WATER LATERAL
OC
PROPOSED SANITARY CLEAN -OUT
Deming Hilf F,BttteB
OPEN SPACE SUBDIVISION -SECTION 4
II➢]EMIIP1G STREET
SOUTH WnNDSOae 0_ COxtaECraCuT
w .. , r , ..Y ....' .. .. p. �..... .. v ,. .. .. a. T;, air •F l" 4 1 .,1!
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10,
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VA
R/h 11IMP14
n n w t. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
$ INFORMATION. ALL EXISTING UTILITIES SHOULD
A BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
U
8� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
N OD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION. 2 4/21/99 S PER TOWN STAFF COMMENTS/APPROVAL LETTERS KMI
3. THIS PLAN IS INVALID UNLESS IT BEARS THE I 1/26/99 AS PER TOWN STAFF COMMENTS KMI
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION 8Y
Kf
DR
nil
esign
rofessiona
y )
1
0 i r,
r 1�"
x�
17 4
•n. 7 r
,r
z.
3 r
f.
Ih
1 l r
(
E
I
T
77F
4 w>.
'3 P t•Ah 4:
i. Set posts rind
fid �. ...la t wire
excavate a 6"x6" mesh fencing to
upslope from posts. the end of the post.
Angle posts
5' upelope POST Wire
for stability Fencing
and self-
cleaning. C O'
_ !lily- lid- MinIII
Fabric
3. Attach filter fabric to 4. Backfill the trench
the wire fencing and extend and compact the
it into the trench excavated soil.
Compacted
Backfill
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
IJ, 1.S
A
Flow -ft.
Storm Sewer Structure
Note: Bindings shall not come
in contact with the ground.
'low
vith two 2"x2%3'
5 each bale.
HAYBALE INSTALLANTION AT CATCH BASINS
t� T.S.
STRAW BALE
1, EXCAVATE A TRENCH 4"
DEEP AND THE WIDTH OF A ,Il lip
2. PI A(`F ANn STAKF STRAW _
STRAW BALE. 1 BALES, TWO STAKES PER BALE. c�
I If I
r I II BINDING WIRE OR TWINE .-
STAKE
e PACKED STRAW
a
PLAN VIEW COMPACTED BACKRLL
4. BACKFILL AND COMPACT
3. WEDGE LOOSE STRAW THE EXCAVATED SOIL AS
BETWEEN BALES TO CREATE II 11 i1S I� SHOWN ON THE UPHILL SIDE
A CONTINUOUS BARRIER. IIf j Till ITS VOF ENT E BARRIER TO PRE -
I ( 11 I
Illlr-In11-T� IIIII� nill� IIVII all, 1111i� ian5il
Illill'1111iII ill) Irill 1611I IT►1611'1111i1I )11161111116111
111�111111 � II Ill�ll�lllgll
I I
BOTTOM OF
DRAINAGE WAY
I
PLAN VIEW
�-A B
//9,// III 11911I II Ill I1111I 11, 1,
J NOTE:
ELEVATION AT POINT A SHOULD
BE HIGHER THAN ELEVATION AT
POINT B
CROSS SECTION
BALED HAY OR STRAW INSTALLATION
N. T. S
10'-0"
MODIFIED RIPRAP ,
It��11►�� e1l��ildicen.i� • ��
NOTE: SLOPE OF CHANNEL TO MATCH
EXISTING GRADE. LENGTH TO BE 15'-0".
CCf11AACNITA Tirl�l Q A CIAI 117
JCLJIIVIL.IN I /'1 1 IVIN Li/'113II14 17.J
OUTLET CHANNEL DETAIL
N. T. S.
6" CT D.O.T. 2" STONE TO BE PLACED
Z OVER FILTER FABRIC MATERIAL
g 6b SEE SEDIMENT AND EROSION
SHEET FOR PAVEMENT WIDTHS
"HRU STREET
ANTI -TRACKING APRON
N. TS
NOTES:
1. Baffle construction to be of cast material with thru holes above outlet
flowllne, or mortared cement blocks with weep holes above outlet flowline.
2. See standard details for catch basin frame & grate, manhole frame &
cover, mist. manhole details, and typical trench section.
3. Aluminum steps shall be installed at 12" vertical intervals from 12" (max)
below top of frame elevation to 12" (max) above inside bottom elevation
of each access point
4. Structure shall meet H-20 loading criteria.
PLAN VIEW
4" 1 Beam (9.)k/ft) RA TYPE "C" C.B. F-- ADJUST TO GRADE WITH MAX
FRAME AND COVER / \ OF TWO COURSF OF BRICK
CURB LINE
a ED, M,H, FRAME
AND COVI.R i m
-10" Mltj 2'-8 3/4"
0. rJl O
rr
I 1
1 1 1" DIAM, HIJIYI
RUMOR ',{ nl
i , r )R I Ql II , I
I 1
IILIGNE 01 HAITI I „I »' - it AI IN
I A N WIItI CI UI
(X)11 f r Illm
v,
H` _
I _
I. 1 I _I i_ IJ• -
E'GTI(.)N A A 'D-ECTION B-B
SEDIMENTATION STRUCTURE DETAIL
No,r
io,
,49
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
REVISIONS
6
1
1- 99
AS PER TOWN STAFF COMMENTS/
AS PER WN STAFF COMMENTS
3.
-
8-4-97
PER ENGINEER LNG STAF C MMEN
I
PER ENGINEERING STAFF COMMEN
rN0.
97
12-31-96
PER PdcZ COMMISSION APPROVAL
12-12-96. 12
DATE
DESCRIPTION
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
T
ANTI -TRACKING
FARTH OR
STONE ANCHOR
PILE
ce
FILTER FABRIC
FILTER
SUBGRADE \\\ FABMC
ce TOP
NOTE REMOVE CB
GRATE. PLACE FILTER FABRIC
REPLACE GRATE TAKING CARE
NOT TO DAMAGE FILTER FABRIC
ANCHOR W/STONE OR EARTH PILE.
CATCH BASIN GRATE
SEDIMENTATION CONTROL
r1. T. S
4" TOPSOIL AND SEED
111i \11Ii, II, Ili
C o o C) o
o ° :)o u o
>ti roA. rl DRI:.� TO &E 8" ROLLED GRAVEL
TD l ll OF V A'-L
AS SPECIFIED ON PLANS. FILTER FABRIC
WHERE REQUIRED
GRAVEL DRIVE DETAIL
N
NOTE:
1. SILT FENCE TO BE INSTALLED PRIOR TO
HOUSE CONSTRUCTION.
2. TOPSOIL TO BE STRIPPED AND STOCKPILED
FOR EACH LOT. STOCKPILE TO BE WITHIN
SILT FENCE.
3. SEDIMENTATION AND EROSION CONTROL IN
AREAS OF STEEP SLOPES TO BE CAREFULLY
MEASURED,
4. SILT FENCE TO REMAIN IN PLACE UNTIL
DISTURBED AREAS HAVE STABILIZED.
TYPICAL EROSION CONTROL
FOR HOUSE CONSTRUCTION
it I R' r
>ECTION Y- Y
D DETAIL 'A'
M. DETAIL 'A' FOR USE WITH COR-
_ C (BARRED - B _ RUGATED METAL PIPE 54" OR
� SLOPE LINE - •,-I yl_- 1" MIN. LARGER.
i + 1_
a
WALL (SEE NOTE 2) Z
v f
SECTION X-X END VIEW
POURED CONCRETE CUTOFF WALL
OR PRECAST CATCH BASIN SUMP,
ANCHORED TO CULVERT END
FLARE
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
REINFORCEMENT
ONE LAYER ONLY N CENTER OF WLL
DIA.
A
B
C
D
E
F
Rt
R2
MN AREA OF
LO14071,10OMS
I AREA OF
1RANSM71g 51m
SQOLKR FOOT
90xPFx FOOT
2'-3'
S-10"
W-1'
2'-6'
2'-5/ill-
V-1/2"
11
0.054
0.054
2'-3'
S-10"
W-1"
3•-0'
2'-5'
1'-3 1/2'
t'-0'
0060
0.050
24'
9 1/2-
S-7 1/2'
2'-6"
V-1 1/2'
4' -0'
Y-9 3/16
Y-4 u/te'
t'-2'
6.72
0.072
FLARED END DETAIL
N.T S.
�< y
FLARED END
a � l SEE DETAIL
"E"I
SECTION X-X
18" INTERMEDIATE RIP RAP
J� FILTER FABRIC
(MIRAFI 140N O.A.E.)
6" GRAVEL
PIPE
DIAM.
A
B
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'
8'
2'
1,
1,
5'
2'
4'
8
21
13
9'
2-1/2'
1-1/2'
1'
I'
2-1,12'
4-1/2'
12
24"
17'
10'
2-1/2'
1-1/2'
1
8-
2-1/2'
5-1/2'
15
30"
20'
13'
3'
1 2'
1 2'
1 9' -
- 3'
6'
22
36"
1 22'
1 16'
13-1/2'
2'
1 2'
9-1 /2' 13-1/2'
7'
1 33
ENERGY DISSIPATOR DETAIL
.. T.S.
GENERAL NOTES:
1. HORIZONTAL CONTROL BASED ON CGS DATUM. SEE PLOT PLANS FOR ADDITIONAL BOUNDARY INFORMATION.
2. THE SUBJECT PARCEL IS NOT LOCATED WITHIN THE 100-YEAR FLOOD HAZARD ZONE PER COMMUNITY
MAP PANEL NO. 090036 0005C.
3. INLAND WETLANDS FIELD VERIFIED BY JOHN IANNI, SOIL SCIENTIST OF HIGHLAND SOILS, STORRS, CT.
4. CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED.
5. TOPOGRAPHY IS BASED ON M.D.C. DATUM.
6. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS.
7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
8. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE TAKEN FROM THE AVAILABLE INFORMATION.
THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE
EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455
9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND THE DESIGN
ENGINEER
10. ALL PROPOSED UTILITIES TO BE UNDERGROUND.
11. ALL HOUSES SHALL. BE EQUIPPED WITH ROOF LEADERS AND SPLASH PADS.
12. MAXIMUM SLOPE OF CUT AND FILL AREAS TO BE 3: 1. ALL FILL MATERIAL IS TO BE CLEAN MATERIAL.
13. ALL STUMPS TO BE- CHIPPED ON SITE. NO STUMPS ARE TO BE BURIED ONSITE.
14. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET.
15. ALL HOUSES SHALL_ HAVE FOOTING DRAINS CONNECTED TO THE PROPOSED STORM SEWER OR DISCHARGE
TO GRADE. FOOTING DRAINS DISCHARGING TO GRADE SHALL BE EQUIPPED WITH RODENT SCREENS AT
THE OUTLET.
16. FOOTING DRAINS SHALL BE 4" PVC WITH MINIMUM SLOPE OF 0.5%.
17. SANITARY HOUSE LATERALS SHALL BE 6" PVC WITH MINIMUM SLOPE OF 2.0%.
18. PRIOR TO INSTALLATION OF PAVEMENT BINDER COURSE, ALL HOUSE UTILITY LATERALS SHALL BE REQUIRED
TO BE EXTENDED A MINIMUM OF 25 FEET INTO THE LOT, WHERE BLASTING IS REQUIRED FOR SUCH INSTALLATION.
19. 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.
20. BACK WATER VALVES SHALL BE INSTALLED IN FOOTING DRAIN OUTLET PIPES FOR LOTS 68-69, 71-76, & 83-85.
RODENT SCREENS `.SHALL BE INSTALLED ON FOOTING DRAINS ON LOTS 83 & 84
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 IPER 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 TOP DRESSING. 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 RYE GRASS 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 RYE GRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
DETENTION BASIN VEGETATION
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ONCE THE DETENTION BASIN HAS BEEN GRADED TO THE DESIRED DEPTH AND SIZE, IT
SHOULD BE LINED WITH A MINIMUM OF 4" OF TOPSOIL. UPSLOPE AREAS OF THE BASIN SHALL
BE PLANTED WITH PERMANENT VEGETATIVE COVER AS DETAILED ABOVE AND LANDSCAPED
ACCORDING TO THE LANDSCAPE PLAN.
THE BASIN FLOOR IN DRY CONDITIONS SHALL BE PLANTED WITH A SEED MIXTURE AS FOLLOWS:
TITAN II TURF TYPE TALL FESCUE - 34%
STAGECOACH TURF TYPE TALL FESCUE - 33%
CONESTOGA TURF TYPE TALL FESCUE - 33%
THE BASIN FLOOR IN WET CONDITIONS SHALL BE PLANTED WITH A SEED MIXTURE AS FOLLOWS:
REED'S CANARY GRASS - 70% }
BIRDS FOOT TREFOIL - 20%
RED TOP - 10%
APPLY 0 2.3 POUNDS PER 1,000 SQ. FT. OR 100 POUNDS PER ACRE AND STABILIZE WITH
HAY MULCH OR JUTE NETTING.
SEDIMENTATION AND EROSION CONTROL NARRATIVE
3 PROJECT DESCRIPTION
THE PROJECT SITE IS LOCATED ON THE SOUTH SIDE OF DEMING STREET APPROXIMATELY 500 FEET EAST OF THE
INTERSECTION WITH RIDGE ROAD AND SUMMIT DRIVE. THE SOUTHERN BOUNDARY OF THE PARCEL IS COINCIDENT
WITH THE TOWN LINE WHICH DELINEATES THE TOWN OF SOUTH WINDSOR/TOWN OF MANCHESTER AND ABUTS THE
BUCKLAND MALL AREA.
UNDER PRESENT CONDITIONS, THE SITE IS AN OPEN CULTIVATED FARM FIELD WITH A SMALL POND AND SWAMPY
WOODLAND LOCATED IN THE SOUTHERN PART OF THE PARCEL. THE PROPOSED DEVELOPMENT OF THE PROPERTY
ULTIMATELY WILL INVOLVE THE CREATION OF 97 BUILDING LOTS IN AN OPEN SPACE SUBDIVISION LAYOUT. PREVIOUSLY
APPROVED SECTIONS 1 & 2 ARE CURRENTLY UNDER CONSTRUCTION. FOR THE PRESENT APPLICATION, SECTIONS 4 & 5
ARE PROPOSED WHICH CONSIST OF 10 LOTS AND 11 LOTS, RESPECTIVELY, WITH A TOTAL LENGTH OF PROPOSED
ROADWAY AT APPROXIMATELY 2,050 FEET. ALL LOTS WILL BE SERVED BY LOCAL UTILITIES AND STORM WATER RUNOFF
WILL BE CONTROLLED WITH STRUCTURED STORM DRAINAGE AND EXISTING, PROPOSED DETENTION AREAS.
THE DETENTION AREAS ARE PART OF THE OVERALL STORM WATER MANAGEMENT SYSTEM FOR THE SUBDIVISION AND
ARE DESIGNED TO REDUCE THE PEAK RATES OF RUNOFF TO A RATE EQUAL TO OR LESS THAN EXISTING CONDITIONS.
EROSION AND SEDIMENT CONTROL DEVICES SUCH AS SILTATION BARRIERS, SEDIMENTATION STRUCTURES, ENERGY
DISSIPATERS, AND SEDIMENTATION BASINS ARE PROPOSED TO SLOW THE FLOW OF STORM WATER AND MINIMIZE THE
TRANSPORT OF SEDIMENTS INTO THE WETLAND AREAS.
NOTES
1. 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.
2. HAY BALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36"
WOODEN STAKES PER BALE.
3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
4 r`nAITD Ar`TnD IC DCCDnAICIC) C CnD ILADI C\A CAITA TIn�I rlC A11 CCrItLICA1TA T1nA1 AAlfl CDr'1CInF1 f`nAITDnI LACACI IDCc
C011I IACIVI\ IC \LJI \/IYJIULL FOR IIVII LLIVILIV IP111V1♦ 01 ALL JLUILILIV If11 nt" YD EROSION l.V1Y II\VL vl L_AJVr\LJ
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.
5. ANTI -TRACKING APRONS TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION WITH STONE TO BE ADDED
TO OR REPLACED AS REQUIRED. CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS
REQUIRED.
6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
7. 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.
8. ADDITIONAL EROSION CONTROL MEASURFS INCLUDING TEMPORARY EXCAVATED SEDIMENTATION STRUCTURES
SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
9. HAY BALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
11. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY.
12. TEMPORARY SOIL STOCKPILES SHALL BE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED
AND THE STOCKPILE REMOVED FROM THE ADJACENT LOT(S) BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED.
13. AREAS PROPOSED TO BE CULTIVATED FOR AGRICULTURAL USE SHALL HAVE A COVER CROP SEEDING IMMEDIATELY
AFTER HARVEST. SEE NOTE 7 FOR ALL OTHER AREAS.
14. CONSTRUCTION OF SEDIMENTATION BASINS TO BE INSPECTED BY A REPRESENTATIVE OF THE DESIGN ENGINEER.
INSPECTION SHALL INCLUDE CHECKING ELEVATIONS TO ENSURE COMPLIANCE WITH THE PLANS.
CONSTRUCTION SEQUENCE
SECTION 5
1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE DEVELOPER SHALL HAVE A PRECONSTRUCTION
MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF.
2. THE SURVEYOR SHALL STAKEOUT THE LIMITS OF CLEARING AND ROADWAY DISTURBANCE AND SHALL BE
INSPECTED BY TOWN STAFF PRIOR TO CUTTING OF ANY TREES.
3. INSTALL ANTI -TRACKING APRONS AT LOOMIS ROAD AND GILBERT LANE AS DEPICTED ON THE PLANS. THE CONTRACTOR
SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS.
4. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS.
5. CLEAR AND GRUB AREAS AS DEPICTED ON THE 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 ROADWAY AREAS TO SUBGRADE ELEVATIONS AND STABILIZE SLOPED AREAS WITH HAY MULCH OR
BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED
AS CONSTRUCTION PROGRESSES.
8. INSTALL SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH
HAY BALES AS DEPICTED.
9. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN
DURING THIS TIME.
10. PREPARE SUBGRADE FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED AREAS FOR
LOAMING AND SEEDING.
11. PLACE PAVEMENT, CURBING, SIDEWALKS AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING
SCHEDULE. SITE LANDSCAPING MAY BEGIN AT THIS TIME.
SECTION 4
1. SECTION 5 SHOULD BE STABILIZED PRIOR TO STARTING SECTION 4.
2. INSTALL ANTI -TRACKING APRON ON GILBERT LANE AS DEPICTED ON THE PLANS.
3. INSTALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS.
4. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD.
5. 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.
6. CONSTRUCT THE SEDIMENTATION BASIN AS DEPICTED ON THE PLANS AND STABILIZE IMMEDIATELY. THE BASIN
MUST BE COMPLETELY STABILIZED BEFORE OUTLET IS CONSTRUCTFD OR STORM WATFR IS ALLOWED TO ENTER,
ALL SEDIMENT COLLECTED IS TO BE PERIODICALLY REMOVED FROM THE BASIN BOTTOMS DURING CONSTRUCTION
TO ENSURE PROPER FUNCTIONING.
7. CUT AND FILL ROADWAY AREAS TO SUB GRADE ELEVATIONS AND STABILIZE SLOPED AREAS WITH HAY MULCH OR
BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED
AS CONSTRUCTION PROGRESSES.
8. INSTALL SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE, PROTECT TOP OF CATCH BASINS WITH
HAY BALES AS SHOWN AND INSTALL RIP -RAP AT OUTLET STRUCTURES AS SHOWN.
9. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY f3f GIN
DURING THIS TIME.
10. PREPARE SUB GRADE FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED ARE AS I OR
LOAMING AND SEEDING
11. PLACE PAVEMENT, CURBING, SIDEWALKS AND LOAM SEED AND M01 CH OR HYDROSLED ACCORDING TO
SEEDING SCHEDULE. SITE LANDSCAPING MAY BEGIN AT THIS 11MF
(860) 291 -8755 CONSTRUCTION DETAILS
&esign AND NOTES
r0f es siona l s, inc. DESIGN. JAL ORAINN ✓AL CHECKED: RJA
S civil engineers planners surveyors ✓oB No.: 90-514 DATE.' OCT. 10, 1996
• 6-;outs' �,etellite roua, south w,rasor, Connecticut G60.'4 DRAWING No.: C.• 1 ✓0B1905141514-DET2
ESTIMATED START DATE FOR CONSTRUCTION - SPRING, 1999
ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL, 2001
RESPONSIBLE PERSON(S) FOR IMPLEMENTATION
OF SEDIMENTATION AND EROSION CONTROL
J.M.J CONSTRUCTION
658 ELLINGTON ROAD
SOUTH WINDSOR, CT. 06074
TEL. (860) 282-0628
Deming Hill Estates SHEET
OPEN SPACE SUBDIVISION SECTIONS 4 & 5 19
DIEMI NG STREET
SOUTH WUNDSOiB CONN ECTICUT �
8 5/16"-,,,
4 13/16' --3'-1 3/4-
STANDARD PRECAST
CONCRETE UNIT
La z0 12 2'-8 3 4"
7 5/8"
130
ww
Y�E z
Y/1 N
I8"I 4'-0" --I8
5'-4'
SECTION A -A
FINISHED GRADE
ADE
5'
10 13/16"
1'- 8 3/8" 5-
�
3 MIN
-
BRICK LEVELERS
SEE NOTE
o I 12
I z
2cq
=wrt•
0
7 13/16
�E
6
8 - 3'-0'
4'-4"
CLASS 'C' CONCRETE
OR PRECAST UNIT
PLAN VIEW
TYPE 'C-L' CATCH
N.T.S
CONCRETE OR
BRICK INVERT
B B
SECTION A -A
o WZ
0
in W D'--
in W
>� NzS A
m -
Z I
FLOW
STANDARD M.H.
/ FRAME AND COVER
-l:I.ASJ 'C I:DNI.;RE IG
OR PRECAST UNIT
NOTES.
1. ALL EXTERIOR WALLS OF CATCH
BASIN WALL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. 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.
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3"
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
BASIN DETAIL
14"X10" FORGED ALUMINUM
SAFETY RUNG MANHOLE
STEPS 16'0.0 TOP STEP
TO BE 4" BELOW FRAME
JADJUST TO GRADE WITH
✓MAX. OF FOUR COURSES
OF CONC. BRICK
PRECAST REINFORCED
CONCRETE MANHOLE
ECCENTRIC CONE
REINFORCED CONCRETE
MANHOLE SECTIONS WITH
"0 RING" JOINTS
5"
AORCED CONCRETE
MANHOLE BASE
FLOW
,4 _V_ \---rnurRETF DP RRIrK
MORTAR INVERT6" 3/4" CRUSHED STONE FOUNDATION
SECTION B-B
REINFORCED PRECAST CONCRETE
MANHOLE DETAIL
NOTES: ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
PROVIDE MINIMUM 2'-C" OF
COVER OVER PIPE AT BELLS
PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT
BASE.
NQIE
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 root, without any tendency for the cover
to rock or rattle. -
NOTE: LOCKING MANHOLE COVER REQUIRED FOR
CROSS-COUNTRY STORM MANHOLE.
A
A�� �
APPLICATION OF GRADE
1'-7 3/8=
D :AST I----
- - _ ,_ltiZi SLOPE
in m T-
W
J
N t
W 2 I
N ^
N
0 in N Or
w
WZ0
ULLJ
in
W
in
0
QZ
z3
w
�o
NOTES:
1. END OF PIPE SHALL BE CUT FLUSH
WITH INSIDE WALL OF CATCH BASIN
AND ALL PIPES SHALL EXTEND TO
INSIDE WALLS OF CATCH BASIN.
2. RED BRICK IS NOT TO BE USED.
3. WHERE CONCRETE UNITS ARE TO BE
USED CORBELLING WILL BE ALLOWED
AT A MAXIMUM OF 1' PER BLOCK ON
LAST 3 COURSE, TURN TOP COURSE
FRONT AND SIDE ONLY.
4. LADDER RUNGS SHALL BE PROVIDED
IN CATCH BASIN WHEN TOTAL DEPTH
OF STRUCTURE EXCEEDS 8 FEET.
5. STRUCTURES SHALL BE CONSTRUCTED OF
PRECAST UNITS OR CONCRETE BLOCKS.
1'-1 5/8"-BRICK
LEVELERSSEE
NOTE
o3-5/8"
i--
0
- t
4'-8 3/4"
a0
J
' -CLASS 'C' CONC.OR PRECAST CONIC.BLOCK
�8"-- 3'-0' I CLASS'C' CONC.I 4'-0'4'-4" 4 5'-4'SECTION B-B SECTION A -A
TYPE 'C' CATCH BASIN DETAIL
N
3-5/8'
fS4x9.5
I
I
2L 3 1/2"x2 1/2"x1/2"
1/4"1/4
I 7'-10 1/2"
D
PLAN VIEW
S-1 3/4" I S-1 3/4" 10 3/16"
7 1/2'
2"
Bonding Holes
23.875' Dia.
pppIo 24.50' DIa. _ 0.75,
HpndlinQ Hoi� - -_. ________ _ ... 1' 1.25' 1,255
t 90' 2. 12!, -1 1 50'I` I 1 25'I I_ 1.125'I
( PIMA_ _ - - 0.75 0.875"
'[ I 1.56' 1• L
Na
71.
_ I-0.56' -� 0-56' 1 3.6875'
1.50' I 31111, Dill!,t-r Dia.
0.75• r
1.9,'-, ,
'>1 T LION H. H SECTION A -A
CAST IRON FRAME CAST IRON COVER
Not To Scale
MANHOLE FRAME & COVER DETAIL
1 UNLESS OTHERWISE. NOTEI,, EXISTING UTILITY REVISIONS
T In LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
N BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
ENSED LAND SURVEYOR PRIOR TO
I 1
SEE DETAIL 'A' I .7-1
`- 2 F4 BAKS J -1 V"
LONG ON EACH SIDE
12
5-10 1/2"
2"
0_
J
4
Of
a
>
N
H _�.L
/2 5 13/16"
2 5/8"DIA. HOLES
FOR #4 BARS
T- 4" LONG
BRICK LEVELERS -�
SEE NOTE
1
NI 1 1
4
X
4
>
10 �3/16"
.14 13/16"I4" STEEL I BEAM
3'-6" LONG
V-3 13/16-
--7 13/16"
10 13/16'
r-to i/2" fII 4'-4" ""�lj
SECTION A -A SECTION B-B
DOUBLE GRATE (TYPE 2) CATCH BASIN DETAIL
DO Q El o 0
O O - 0
El
❑ O ❑ ❑ ❑ ❑ O ❑
❑
O OOnO ?% O
O 0
CIO
STORM STORM MANHOLE
ALTERNATE
BY ACONSTRUCTION.2 4/21/99 AS PER TOWN STAFF COMMENTS/APPROVAL KMI
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1,26,/99 AS PER TOWN STAFF COMMENTS KMI
IMPRESSION SEAL AND ORIGINAL SIGNATUREOF THE PROFESSIONAL ENGINEER/SURVEYOR.NO. DATE DESCRIPTION BY
N.LS
L
5'-9 1 /16"
PLAN VIEW
1
2" DEPRESSION 1/4"x1/2" BACK-UP
STRAP TACK WELDED TO FRAME
1" DEPRESSION 1/8"x1/2" BACK-UP
STRAP WELDED TO FRAME
SPOT WELD OUTER FRAME - S 4x9.5
TO GRATE AT 6"
O C
,00ne
DETAIL 'B'
2.
CROSS SLOPE AS PERK
_
1 a an ' 1 8 an l I �-- 4 ,an."
h'�II
CROSS SECTION _ -
BRICK LEVELERS
_
Nl
_ _
SEE NOTE
BRICK LEVELERS
SEE NOTE o '
% _
12" . .T.L 'e'I __ tO,ani MINIMUM DEPTH, UNLESS SPECIFICALLY
ORDERED OTHERWISE, UNDER TRAVELWAY
3'-10 v'"
1-7 1/2". UNDER UNTRAVELED AREAS 3"
w2,,,,-"
a
8" f
>
- - - -
_
w
L
-- --BRICK, CLASS 'A' CONCRETE, MASONARY CONCRETE
CONCRETE UNITS. WHERE BRICK OR MASONARY
OR PRECAST
CONCRETE UNITS
_
ARE: USED, CORBELLING WILL BE PERMITTED MAX.
CORBEL TO
BE 3".
CLASS 'A• CONCRETE POURED IN PLACE
OR PRECAST UNIT.
NOTES:
ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
PROVIDE MINIMUM 2'-0" OF
c- c-t-TI r-� K I A '
COVER OVER PIPE AT BELLS
JLI. IIVIV /-W
PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT
USE C-L GRATE FOR A
TYPE C L DOUBLE GRATE BASIN
DOUBLE GRATE
(,TYPE 1) CATCH BASIN
DETAIL
NOTES: ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT
USE C-L GRATE FOR A
TYPE C-L DOUBLE GRATE BASIN
1/4" RADIUS TOOL EXPANSION JOINT MTL.
ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814 AS AMENDED
3
o:
4,- 0" z
W
N
MEET TOP OF CURB 6" IPRW�S 11
6"
BIT. CURB - i 1 4' 1' i
1/2 1' ..... L R/
3'1 MAX. RESID.
4' TOPSOIL do SEED I�
B" PROCESSED OR BANK RUN GRAVEL
MEET GRADATION OF M2.06 GRADING B
4" OR M5.01 t TOPSOIL & SFEU MATCH EXIST. GROUND
5" CONC. SIDEWALK
(8" CONC. AT DRIVES NTH 6" X 6" X 10/10 WIREMESH)
TYPICAL SIDEWALK DETAIL
LAWN/ STREETS/ STREETS/ LAWN/
CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY
ow .04 I
SEE PAVEMENT DETAIL SEE PAVEMENT DETAILT
1
4" 7M1 Min.
r 0 �- Approved granular non -organic bockfiil ---- 12" Q rlmaterial placed and compacted in one D�1foot (max.) lifts.
OO O 0 0 O(� Warning tape per Conn. General Statute -
0 O 10section 16-345. as amended, placed 12" Q1111S(minpi to 24" (max.) above the top ofOthe pipe.0 ` Bank Run Gravel fill-,
_16 Q placed and compacted 0
Sand Blanket
T in 6' layers. No stone
r larger than 1 1/2".
12" Material shall meet 12"
--Pipe, as specified -D.O.T. M.02.05
1/2�.D. 1/2�O.D.
PIPE - PIPE
/--3/4" Broken Troprock 1
4 4 d Q d 3/4" Crushed stone bedding material - i -�
112 O.D. 1/2 O.D.
PIPE d 4 4 4 Q q in rock excavation or as directed by pipE
4 4 4 4 the engineer. The material shall
4 4 4 4 4 meet D.O.T. M.01.01.21 for 3/4" 4 4 4
6" Min. 4 d 4 4 d stone. Backfill to centerline of 4 4 4 4;4,
6' Min.
pipe when using Polyethylene or4 A.B.S. pipe.
12" - O - 12PIETYPICAL SANITARY SEWER
TRENCH SECTION
12" O 12' -
- PIPE
-'
TYPICAL STORM DRAIN
TRENCH SECTION
N T. S.
EXISTING
ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814 AS AMENDED
50'-0" RIGHT OF WAY
w W
z Z
J J
25' 25' ,-
W W
w w
N 12' 13' 13, 12' N
a 1'
QoF 5" CONIC. SIDEWALK?
POINT OF 12" SEE DETAIL /
(F,f•C,Fp,QFs.1S APPLICATION _ -
/SA°F�nx 1/2` 1' - 3/8" 1 OF GRADE BIT. CONCRETE CURB 1 2• . 1' i/4" 1 r
-
RF7
T C 4" TOPSOIL do SEED 7 11-1/2" BITUMINOUS CONCRETE CLASS II I Mir
BASE COURSE. 6" PROCESSED STONE ac TRAPROCK BASE (COMPACTED) SURFACE COURSE (COMPACTED) AND
MEET GRADATION M05.01-1 1-1/2" BITUMINOUS CONCRETE CLASS I 4" TOPSOIL & SEED
BINDER COURSE (COMPACTED)
SUBBASE: 8" GRAVEL (DEPTH SHALL BE GRASS STRIP RESERVED FOR
INCREASED TO 12' WHERE LEDGE OR ROCK IS PRESENT) FOR LOCAL ROADS, IF PAVING IS DONE HYDRANTS, POLES, ECT.
MEET GRADATION OF M2.06 GRADING B AFTI<R OCT. 15 OR BEFORE APRIL 15
A 2 BINDER COURSE SHALL BE PLACED.
TYPICAL ROADWAY SECTION
ALL MATERIALS ARE TO MEET CONN. D.O T
�.T.S cocr111rerinNc rrutM 814A AS euENnrn.
TVQr- //II )// T)TT (-`I IF)r)
1 1 rC_ f\C Dl I 1_Ur\D
NOTES:
1, TACK COAT TO BE APPLIED
PRI❑R TO CURB PLACEMENT AS
REQUIRED BY TOWN,
C❑ATING TO BE APPLIED PER
M 04.01.1o14, FORM 814 A
BITUMINOUS CONCRETE
LIP CURB SECTION
SIDEWALK
NOT TO SCALE
ED
RAMP
CURB 1PER FT MAX SLOPE
SIDEWALK
PLACE EXPANSION JOINT
AT BACK OF CURB LINE a
OR AT SIDEWALK LINE.
�-GUTTFRINE
SECTION A -A
tl
GRASS % � \>, GRASS
j B
I J
2-(COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE- M.04
4 G 4 G G 4
4 G G 444444
4 G G G 4
7"(COMPACTED) PROCESSED TRAPROCK
BASE - M.05.01
4GG 4GG p G -
O O 00
ACTED) PROCESSED GRAVEL
SUBASEPOVER COMPACTED 5 BGRADE
U O Q O 'j 0®
i (TRENCH BACKFILL) M.02-GRADE 8
000 0 `TJ� O O
)
APPROVED BACKFILL PLACED
AND COMPACTED IN LAYERS
(OR AS OTHERWISE APPROVED)
_r
NO STONE LARGER THAN 3"
TRENCH
WIDTH
VARIES
SEE TYPICAL
TRENCH SECTION
NOTES
1. ALL MATERIALS ARE TO MEET
FORM 814, AS AMENDED.
TEMPORARY
PAVEMENT
PATCHING
DETAIL
N'S
_ (860) 291 -875`
�esi n
rofessionals, inc.
v •eer i • planners • surveyors
Sate ruac7, south Windsor, connecticut 06074
Q�
PLAN VIEW
GUTTER LINE
CONSTRUCTION DETAILS
DESIGN.• JAL DRAWN JAL CHECKED: RJA
✓oB No,: 90-514 1 DATE: OCT. 10, 1996
DRAWNG NO.: C.• 1 JOB 1905141514-DETI
2'-n" V-0" MIN 2'-n„
SECTION B-B
TYPICAL SIDEWALK RAMP DETAIL
,
EXISTING
PAVEMENT
SAWCUT AND SEAL JOINT-
_`_-`____`.��2�.�
/////.W.a
♦
s •
TRENCH
WIDTH
- - VARIES -- -I
SEE TYPICAL
TRENCH SECTION
"L mil.
DCDAA A KICKIT D n \/CAACKIT
r L_I\IVI/�IVL_IV I r r% VL_IVIL_IV 1
PATCHING DETAIL
SIDEWALK
CURB
1-(COMPACTED) CLASS 2 BITUMINOUS
CONCRETE SURFACE COURSE (OR
/ MATCH EXISTING. IF GREATER) M.04
2-(COMPACTED) CLASS 1 BITUMINOUS
CONCRETE BINDER COURSE (OR
MATCH EXISTING, IF GREATER) M.04
6-(COMPACTED) PROCESSED TRAPROCK
BASF - W05 01
6"(COMPACTEO) PROCESSED GRAVFt
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACKFILL) M 02-GRADF B
NOIC�
I ALL SAWCUT AND SEALEO JOINTS TO
BI EITHER PARALLEL WITH, OR PERPEN-
DICULAR TO, THE CENTER -LINE OF
THE PIPE,
2 ALL MATFRIAIS ARC TO MLI I
FORM 814, AS AMEND! U
Deming Hill Estates SHEET _
OPEN SPACE SUBDIVISION -SECTIONS 4 6t 5 2 O
DEMING STREET
20
SOUTH 6WIlPdADSOiB CONRTEC7CIlCSJ'I'
.:i
4`
v <" 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
J w e INFORMATION. ALL EXISTING UTILITIES SHOULD
U BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
rn 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
ww
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. DATE DESCRIPTION BY
..
7
•
Vemift
IAN
G
I
All", ���
Vo;M/z /. WK,
x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
V INFORMATION. ALL EXISTING UTILITIES SHOULD
roo
rn �, BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
CA m 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
N w 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. DATE DESCRIPTION BY
Ab
>tamaru�Nnnnr - __
•
,F
4
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
5
4-21-99
APPROVED STREET NAMES
KMI
4
1-26-99
REVISE SECTION LINE
KMI
$
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
12-1-98
REVISE SECTION LINES & ADD HATCHING
ELH
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
2
8-4-97
PER ENGINEERING STAFF COMMENTS
JAL
1
5-30-97
ROAD NAMES
JAL
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DA TE
DESCRIPTION
BY
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3006-20 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. 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 TI1E BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
1I)RRI)
RICH 4RD P. MARTEL
UU. NO.
GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
(860) 291 - 8755
esign
rofessionals, Inc.
civil engineers • planners • surveyors
165 south satellite road, south windsor, connecticut 06074
OVERALL PHASING PLAN
DESIGN. I DRAWN.• SRB I CHECKED: PRD
✓OB NO.: 90-514 DATE.• OCT. 10, 1996
DRAWING NO.: C:/AAJOB/90514/PHASE2/514PHASE.DWG
PREVIOUSLY APPROVED - SECTIONS I & 2
SUBJECT OF APPLICATION - SECTIONS 4 & 5
FUTURE SECTIONS
Deming Hill Estates
OPEN SPACE SUBDIVISION -SECTIONS 4 6t 5
II)lEMgNG STIltIEIE'1C
SObJ'Q'1FIl WIlRiDSOR CORTNIEC'1CIICbJ'Il'
SHEE1
C1