HomeMy WebLinkAbout00-32P_EVERGREEN ESTATES CONVENTIONAL SUBDIVISION_GREEN LANEat2
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C= ?r0iona1s,, inc.
Civil Engineers - Planners - Surveyors - CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
11 Tl 11114
Landscape Architects - Development Consulting
Planning& Zoning Consulting I
136 Simsbury Road
Avon, CT 06001
(860) 677-5267
Fax: (860) 674-2693
THESE DRAAIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OY44ER/APPLICANT FOR TH15 PROJECT. THEY ARE NOT
TO r.-x= Iwb.E�- A PERSON OR PERZ50N5 NOR
- I � 1 rwm �VM�L/zm_ L/M F�) 1 ^14 1 (..1 1 t1r__M r�r_
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS PSIRITTEN PERM15SION OF DES16N
PROFESSIONALS, INC,
THESE PLANS ARE INVALID LFNLE95 THEY BEAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL
OF THE PFZOFE55IONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS 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
10 THE BEST F EDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P MARTEL, LIC. No,
APPI IrAKIT-
HORSESHOE LANE ASSOCIATES,
18-3 ARTHUR DRIVE
-)OUTH WINDSOR, CONNECTICUT
TEL. (860) 644-9603
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OWNER OF RECORD:
JAMES B. McGRATH
443 RYE STREET
WINDSOR, CONNECTICUT
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NIF ALRUTTER LIST
158
14
74 GONIXIN ST
hVUSr, ODULD & NrA
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S&IM OVWSOR. 70*N OF
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112 GORDOW DR.
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9
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LOGNAWG& AN70#AE77E a
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GA41AMUCtAFA PAM &
it
115 SCAVIM DR.
FM M4RYEY R. & DEO~ M.
12
101 00AVM DR.
AOCCL&LOC9 A"LCOLM C. & wraWA S.
13
Of GOWDIN DR.
CYR, JOSEM a & CAfiOL Zt
14
Of GOADW DR.
AOMME EDWARID S� & EMYN G.
15
67 GOAVaV DR.
FAELD, FRAAAM J. AV.
to
56 *VWr DR.
Autwr, swrEy & josin a
17
80 PAAWVAEW DR.
REISW, CAMNS70"MR A & AURAE-VELE
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SCAVR7U49 AVCM4EL R.
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KOVALE3M, DOAkLD JOhN
25
85 NMY DR.
11102LA41% DOGGL4S D.
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it
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Rf IC7Ntr KARL E& JA YA(E A.
32
159 OVARSIIATMILLE RD.
A"Na04 44AA-S C. AT
35
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SAIA" Ad4NM R. & ROSA r-
54
184 10VA7SORMILLE RV.
A"SCIOWCCAMD MAME V& RWY
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PO ROX 415
SAVDARA A"RY B.
E. wasm A osaw
Zaft Data ftck
ZUNI:: HUHAL HESIUENTIAL
ZONE (RR)
ITEM
REQUIRED/ALLOWED (RR)
PROVIDED
Lot Area
40,000 sq. ft.
41,075 sq. ft. (min.
Lot Width
175 ft. min.
185 ft.
Lot Depth
200 ft. min.
206 ft.
[of Coverage
10% max.
6.8%
Impervious Coverage
N.A.
N.A.
Building Height
30 ft. max
< 30 FT.
2.5 stories
< 2.5 stories
Front Yard
50 f f .
50 ft.
Side Yard
20 ft.
20 ft.
near Rear Yard I
50 ft. 1
50 ft.
SHEET
COVER SHEET r--, KEY MAP (200' SCALE)
KEY MAP (100' SCALE)
COMPOSITE PLAN
PLOT PLANS
4A
APPROVAL LETTERS
lop
0 0
6-7
TOPOGRAPHIC PLANS
CO J
R-1 r)
I DI AKI Qr DDr)r__11 C_
%...# I %J
I L-1-Aill %_X1 I I\\./[ 111-L-
11-12
SOIL EROSION &
SEDIMENTATION CONTROL
13-15
DETAIL SHEETS
Ll —L2
LANDSCAPE PLANS
REV. 10115100
REV. 101q100
REV. 10/4/00
SOUTH WINDSOR
REV. 5/50/00
REV. 5/25/00
ENGINEERING DEPT.
DATE: -JULT- 14,
2000
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N 877, 204.030
E 1,050,284.720
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/ POLE
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\ I
1 \ `
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\ J.E. SHEPARD CO.
41.265 sq.
X eeyy'' /, •,1 h '� !A„• I _' 1 1 FYr _ 1 t L90G7 ulcl,nu\ ` �9 —
fitn,,_"G/- LOT
41,386 aq. fC / / �]� '-0" to "" / ' �i , / /
e 1JT
t /'// ----------
�r _/.-� 1 /'�� � _ __= 1 _ •' 1 �� �. i �
A ELV.=113.98 , ti; - �
/ F P x rcA a \ 'p s Y. \ � `' - ` d , \ ' / ' / \ \ _ ` _ �� fll� \ � I I ` III , 1'/ ,, ' /— - - - - �_-N 876,600.588,.uNE \ / ,�. \ v» ,uo' `\
E 1,049,639.7138 N/F
M AN U EL R. & t �-.�� ft.` c ' , ( ,a>.,
ROSA E. SALINAS N/F 1. Yr,EST OF \ _ N _ ,� �• ° r
PAOP[]1TY L/E \ �� \ i ` l 1 , 1 , RNa/sATpN SIP( FyE1�XT N rA f I1 1 1 1' I / '/ \ \ �` \—
THERESA RICCI . ; a _ _ � �`� \ �• R � / ' 1 1 N" .�,, 1� ®, ----, / � � ' ', / , + 1 ' �' � ` 11� 7.,Li_ \ � -- — ' / ' \\ � _ --
ra•» \ , , , , r / HORSESHOE LANE Al411
\v " 1 \ \ \ I _sue \ T' 1 1 / + GE1t\ _! _ .,.0 1 , , f / , \ rT1— .r•/ , / / I , I I I 1 — — — _ _ — �^ %�— —
O\ \ . \ ` \ , 1 f \ �� / '— � \ "'"\ ' � .: \ , —\ .4d. / , A' // ' \ I i 1 �I ` � , • � � / // / / ' I 1 � 1 ' I 1 ' + ' / \ -- - _ � - ` ` ; _ _ '1: _\, . ' � //' i
till 1\1\ \
MO
SCOTT A. MOO
RE h� '� OT # YO �. / ... 1 , / , \LOT 7
/ / / \ s' , 'uww.+r 1 / / / \ �T43.924 3q. ft.,
-0 1 1 , , 1 1 1 \1I /-1 fi.\� \\\7,89 «.•A1///
I Pao. 1 1` — �4� ` `1 1 / \ — — / /• \�. '• ...tif'/ , .
F Yr L ter. Q►. / 1 1 1 I 1 f , \ \ \ ' , / / , / ' 1 / / // / J/ — _ — _ _�� /
• , f _ `` ////
N F \ , ,',',....
HARVEY R. & I L x,., , , 1
LOT #9' /� -- ..) --' //;,�,, 1 ' \ \\\\\\\ *��-, , ,,,///l1/,1''/'j _ ' /,// / '
DEBORAH M. FINE - r"' / _ \ _ / ' _ I\ \\\ \ , / , ,, /
r / , -/ /
\ ` \ \ J ,l 43.7410 agocftl ,Nx, - - ,+Y ,- ` ; - - - - - _ � �:./ r'/ \\ ' / ,''�//1 �' /' / /'
LOT_#8_ __ 1t ,''�''rl�\\:\`',,;;%�' %� 'jf1 \\ \\ �,\�+'",/, �� / /�,�/1• `11� I� //'�� '' ',' � ;'/ „ jr
43.091 sq.oil \N
,, / ,,, / /, /
TOWN OF SOUTH WINDSOR
N/r
E.SHEPARD COA. — N _MOE`" ASSQFIARS
NOTES: '----_�-'i:- , l Li _-/\ **^� -- - / i p^� ,,1,1,' •'�' ( ,,'/
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON. - Y /
2. HORIZONTAL DATUM NAD 83.
r'� ' \ (( 1 %./,' ,% SOUTHERN CONNECTICUT
3. THE STREET LINE ALONG WINDSORVILLE ROAD IS ASSUMED, AND TO BE
MAIRY B. SHEPARD N • �j �� I - ;;�,; / - /,
ESTABLISHED AS SHOWN ON THE PLAN. ''•�- �: \ - /
LOT # 8
4. AREA = 968,712 S.F. = 22.23 AC. -_ =_= ' J:�t�/ •'� /
43,076 sq. ft.
5. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING -_ - •�
INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE LEGEND
WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED,
IN CATCH BASINS. o IRON PIN — TO BE SET .3
® EXISTING IRON PIN
n IllIAACI\IT - Tn Rf CST
MAP REFERENCES: VIVIYL/IVILIV ,
- _ = EXISTING CATCH BASIN AND PIPE
1. PROPERTY OF ROLLING PARK HOMES, INC., SOUTH WINDSOR, CONN.; SCALE 4_5 PROPOSED CATCH BASIN AND PIPE
1 "=60', 52,,4 EXISTING SPOT GRADE
JANUARY 10, 1957 BY CECIL W. BROOKS. - - -52- - - EXISTING CONTOUR AND ELEVATION
—�— PROPOSED CONTOUR AND ELEVATION
2. PROPOSED 18 HOLE GOLF COURSE — MAP SHOWING PROPERTY OF MARY B. 91 EXISTING UTILITY POLE
SHEPARD & EXISTING TREELINE
THE J.E. SHEPARD COMPANY PREPARED FOR SOUTH WINDSOR GOLF COURSE, L.L.C., PROPOSED TREELINE
SOUTH WINDSOR & EAST WINDSOR, CONN. SCALE 1"=200' DATE: 3-19-96; MAP
NO. 88-94-1
REV. TO 4-2-96, REINO E. HYYPPA & ASSOCIATES.
i
o K x 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860. 291 • 8755 PROPERT SURVEY/RESURVEY PREPARED FOR: SHEET
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - -STANDARDS FOR SURVEYS AND MAPS IN THE CEO ]p0�0 p��� INFORMATION. ALL EXISTING UTILITIES SHOULD 5 10/4/00 TOM COMMENTS Hwt+ GRAPHIC SCALE O O
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC THIS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 s/25/00 TOWN COMMENTS G85 SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3. r, 80 0 40 80 160 EVERGREEN ESTA TES
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD /1 00 T WN COMMENTS GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■■° �/3 9, s/ o ®a�1611BY A LICENSED LAND SURVEYOR PRIOR TO s - rIfloeswign
fessionals inc■��®�°��
2 s/3o/oo TOWN COMMENTSIN FEET
j DESIGN: S/H DRAWN SlH CHECKED: GBS
CONSTRUCTION. t a`t - _•mac, . ,a p .\, N �_ I( rr17'rfa/�'tli7 /1. fIf)r�
3. THIS PLAN IS INVALID UNLESS IT BEARS THE i 8/23/00 TOM COMMENTS GBS �:J.�;�if1 i,';s; .AT 12882_, s 1 Inch = 80 ft.
Civil Engineers •Planners •Surveyors CIS ✓48 NO.. 98-1273�DATE. Ju/y 14, 2000 �J
OF—.00110
THEIMPRESSION RO ESSIONAD ORICINAt ENGINEER SURVEYOR. NO. DATE DESCRIPTION B Y RICHARD P MARTEL LIC No 1 65 so'.. satellite road south windsor • connecticut 06074 DRAW/NG NO.: C: oa ob 991273 J. dw ����� �����®lE8 tC®�T�IEQ;`ITIII�LU� ' '
41
a,�'4` `' I'.
z y,:, a y3i+se 4 yti� •J ^
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CONSTRUCTION LEGEND
eu
wry wf;`;jr •s;= 4, rt :-;�,:r ti., s *T y+;. -
'zV.-t,r� ,., • r fig. t �, M \ cnir,>'••' rt, 1 .? i, y' R_ >a
xr" y'-7"': , x ?' {Zb1„h:r%�.�.'�{I:; C` :'u k? ' -;1 + �'Y't ` m I _.++5* r � t t ' ��,- e ;.�> r 't.} r ' �t; . ,' e • / i, i
A STOP SIGN & STOP BAR,-�
_� cY i `4 ` •n ¢ ).w � t a «:r •% 4 ;` � -i':,• r ' is .., i "`..
ROAD IDENTIFICATION SIGN V., '�
j ��
n + L
'k} c SPEED LIMIT SIGN``
a; O INSTALL HANDICAP RAMPS WITH N /F
DCTIDCTDTAAI rDFICCTNIf: MADtITAIrC i
1 L1JLJ 1 1\lrlly 1., 1\LJJJIIYV 1-Irll\1111YVJ t:' MONUMENT COORDINATES: x / , , J.E. SHE'
CO.
NORTHING EASTING / '-
1 876886.65 1049968.00 / z
2 876885.29 1049986.26 '
3 876936.01 1050025.80
4 876917.59 1050024.43
5 876825.60 1050038.12
6 876858.40 1050075.86
7 876760.15 1050135.55 's- / \ Nip PROP` S72�
.
a Q��Qn� Ao 1nr,n1r,1 9n \ / / Gfp,...Sfn _ �_4T,...
V V/VVV/.TJ IV.}V I -)I VT •`VW �' 1 4"
9 876445.05 1051062.47 \ fqS fM£NT �g4
10 876492.39 1051078.56 / 011b
11 876417.22 1051095.70 �C,5.,e /
12 876494.20 1051121.87 /1k°•
13 876552.66 1050745.93
14 876547.83 1050760.14
15 876342.01 1050667.66 �� / // H£p PROP`�`724�
16 876336.79 1050681.72 \ o / / LOT 1 \ cfR0 s£o � �4,
17 876665.73 1050568.64 R / \ w fASEMfN '82.92. E
18 876681.35 1050600.35A 40,011 sq. ft. / \ t
19 876633.55 1050663.32s R _�13•0y `y ' 0.91 aC.
20 876665.26 1050647.69 > T = 1 .1'
21 876862.18 1050661.83 L - 0•
22 8768 47.30 1050709.58 ° B X6
G9, \ \ $ s �
LOT 2 \
�'s �,. '�� \ / �' h 40,530 sq, ft. 50, R \
�I y F x ` x�� \ / ry� / 0.9 3 a c . ' ''�') \/
\ /
vaV� F X p� 6 \= 30'14'19
- 89'� 31' - R =�,, Z5.00' /
��Q R = 13/00' / T = 7.R
T 1,6.89'%/
0.L - 92.36
31' / C \
OOV
Ib
00
00 Z� -14'19
0 T = 54.0 '
20' DRAINAGE EASE ENT IN I 05.55FAVOR
° S / OF THE TOWN OF SH WINDSOR
30.14'19"
�'(00
Q O �/F` \ R = W 5. 00'
�F titx
/G O 60.7
L = 118.75
59-,3 \ \ \
/
N81.1� - SO• F\ �� / �* / / +L,J-t / a
°8..y. LOT # 13 Y _ / 0.97 ac.
22,
'�- - _sal 108ryE �Z' 0 80,169 sq. ft. \ \ \ \ 2p4 80' s�oo _ \`� �. ��s s7' \ \ \
86 - , .84 ac. , 20 $,� , , -\ , , �, LOT 5 Y�
/� �r>p
fer \ \ v 7T
THE 104 PZ� S fA$ \ /� �, \ to f c / 41,265 sq. ft.
HpRA/ l \\ \ of SOU �fMENr \ \ \6 ``\� Iv �Lt z / l 2 N 0.94 ac.
f rp N (7 / SO Noso \ �.` +00 �, j6 �6 9. L = 39. 2 7' \ j
`WN f f l \ R \ �� =90' ° p=90'00'00" H� pc �oN. 0,,-
fp OF S�N7�9 IN FAQ / t4, �TYp�, \ \ \` \ \_ \\� R =25.00' � R=25.00' \ \ 5�
fgSfM pSOR 0R OF / \ \ \�� 25. 00' 1�2 \'
try C, /70
° SOUTHVIANOSO
417 �' \ `�'�� 777
N2, 0 >1104
s8 w 2 � l \ �\ l°0 \
oS / \ \ \ /
I.P. .39' WEST OF
3 PROPERTY LINE
138 \ \ a \ /
N F \ LOT 1� /� \ \ \ 1882 \
A N U E L R. & \ \� \ 43 0.99 ac. ft. a �ry
0 S A E . S A L I N A S N /F I.P. .79' WEST OF I$ \ \ FgFf$
PROPERTY LINE z�S \ \ � / / � \ \ 13 � � � '83.82. \ � OF � c
7 lOx \\\ \ vn
THERESA RICCI _ � � ry \ \ \ 14 �� °°
P. / (IV
�.
yfpGFR POS fp \ / / LOT �#1 1
\ \ o
NOTES: w ��'Spfgsf0' \ \ 41,546 sq. ft. / 1.4r) v zN V� \ 0 \
/V69 3�,5 Mf NT \ 0.9 5 a c: - c� ry ~�= QOSrs rr'.w>.o`c�;o '/ \
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON. O �02,. 4 3 -TO INDICATE \ \
✓L \ / I O AGGG{ TO \ _
\ / /O`er A / TOM OPEN �� c \ ` ` N77.
2. HORIZONTAL DATUM NAD 83. O S \ / / o \
Co
3. THE STREET LINE ALONG WINDSORVILLE ROAD IS ASSUMED, AND TO BE
ESTABLISHED AS SHOWN ON THE PLAN. iE \
M 0 \ \I / o \ r
4. AREA = 968,712 S.F. = 22.23 AC. N/F91
5. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING SCOTT A. M OORE IV69- 69 /Y G RppUS£ \ \` \ \ LOT 10 � 9 \ \
INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE 3�02„ 0w fq 2p• \ \ 41,793 sq. ft. 1N
WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED w �.` SEMFNT \ 0.95 ac. ry
IN CATCH BASINS. /
POOL `� 8
MAP REFERENCES: '" HFp PO \ ,\so ( `\
z 1. PROPERTY OF ROLLING PARK HOMES, INC., SOUTH WINDSOR, CONN.; SCALE \w £gsfMfNT \ ,s' OPEN SPACE AccE/wA�
1 "=60', JANUARY 10, 1957 BY CECIL W. BROOKS NF
/ �4'X4'X4' Q)
HARVEY R. 8c--_-TO _ N F
^ 2. PROPOSED 18 HOLE GOLF COURSE - MAP SHOWING PROPERTY OF MARY B. e8 0' OF TOINp1T� l N o 419
SHEPARD & THE J.F. SHEPARD COMPANY PREPARED FOR SOUTH WINDSOR GOLF I FrFNn �,_�2 �, T rN m /� n T,
- -- - - - - - - - - -- - - - - - - - - - - �/ y 3> 02\"t SPAS \\ LU 1 � �� ry / u .. �
COURSE, L.L.C. SOUTH WINDSOR &EAST WINDSOR, CONN. SCALE 1' =200'
DATE-0 IRON PIN -`TO BE SET DEB 0 R A H M. . FINE N E 43,076 sq. ft.
. 88-94-1 REV. TO 4-2-96, REINO E. HYYPPA & ASSOCIATES. \ 43,741 sq. ft. / 0.99 ac.
f 3-19 96, MAP NO
t® EXISTING IRON PIN (2�5 1.00 ac.
- o MONUMENT TO BE SET ,16
\ �\
�` rt 4 y;y })tTr K°ki a• •y L 3 � .. �
� y' �-
's, Y :1•Y
5 � _1 M1
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e� .._ i- .
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.t'
..wi•
_
�v
6
10/18/00
TOWN COMMENTS
HWH
o 1 1
1 UNLESS OTHERIMSE NOTED, EXISTING UTILITY
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b--1 THRU 20-300b-20
Z
�
UU•„ r ^
LVI.A IIVNJ AJ J11 V17IV, AK[ OAJtO VN AVAILP1BLt
5
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
10/4/00
TOWN COMMENTS
HWH
C
INFORMATION. ALL EXISTING UTILITIES SHOULD
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
GRAPHIC SCALE
a
9/25/00
TOWN COMMENTS
GBS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
40
0 20 40 80
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
3
9/18/00
TOWN COMMENTS
GBS
BY A LICENSED LAND SURVEYOR PRIOR TO
8/30/00
TOWN COMMENTS
GBS
CONSTRUCTION -
..�r�
'W' t. l
-t+"� 4 s ,
""�
IN FEET )
IN
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
1
8/23/00
CLARIFIED INFO.
GBS
- r r • -• �v ., , n �f JW <* 12882
1 inch = 40 ft.
IMPRESSION SEAL AND ORIGINAL SIGNATURE
- -
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
RICHARD P. MARTEL SIC. No
= 860 291.875` f
esign PLOT PLM
r o f e s s i o n a l s, inc. DESIGN.' S/H DRA WN' SIH CHECKED.' SRB
!! Civil Engineers ' Planners • Surveyors • CIS JOB NO.: 98-1273 DATE. ✓u/y 14, 2000
1155 south satellite road south wlndsor - connecticut 06074 DRAWING NO.. C: I aaibb I991273� 4. dwa
PROPERTY SURVEY/RESURVEY PREPARED FPS I
E VERGREEN ES TA TES
windeorrvilUle Road &
Green Lane
SHEET
4 //
lol
P;, ,
All W 7-- VV�7, 77 4,1 jr,� e 7:7,
•. ..it. 6 �}.;f 1icA�i'12���i[�•b� i[�'i�? r� :�1����v
YYsL �Sifi.�..,r. a ..�z:#tic�yza
_ _ < ,f 7 - - l'^ ,or.r.- ;s � /';�_,�, f. i.'"^L'�.rt o§i .. :: '.nr -r, p.. .� _ .;r.�,�l Y. _ _ VMrfYj^c. _ "'Rt..,.s{. Y :,r �...:+�yl� _ _.;.
F
4
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'� i
.:
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r .�;
( � f f I,
r t
t
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t .•
p a #�.
T
. �E: ly. a
i y• y
,a
'� ,r .l a. TIT. A..w• 0. '+. ,.{ -'� � .,•T -�.- .'f''`�' `� .'I
111
r
.' f. 1 ,
4- >L -
e,.
2
9 S
-
�s<
.x ,.. . ,. •tom z. .... .,-
14
�yt .
r•.
q•'cc{>
+""Sip" �.' A ' 'a„yji'r �. xir • ' w� ; ,r' -
�,t� DRAINAGE PIPE TABLE
• h
STRUCTION LEGEND -'
RUN LENGTH SIZE SLOPE
O STOP SIGN & STOP BAR DB-EXIST, CB 70' 15' 0.5% \, '
2-DB 135' 15' 3.897
O ROAD IDENTIFICATI❑N SIGN 1-2 22' 15' 1.07 N ,' / 143.6 \�
3-2 190, 15' 1,32% \
O SPEED LIMIT SIGN 4-3 22' 15' 1.0%
OD DETENTION BASIN OUTLET 5-3 200' 15' 1.88% t �� \ N /E
STRUCTURE (SEE DETAIL 6-5 22' 15' 1,07�I__I
SHEET 14 OF 14) 7- 5 244' 15' 1.0% ,,,r / , ' \ J . E '�$ � E P A R D
O CONNECT DETENTION PPE T❑ EXISTCB( NV INET 11.65) 9-7 SS' 15' 3877
n INSTALL RIPRAP STILLING BASIN 11 -9 200, 15' 1,28%
1 \
�` JJ (SEE DETAIL) 1211 22' 15, 1,0% \
O BITUMINOUS CONCRETE CURBING K ��Q� / t\ 1ao.3
13 -i2 255 15 2,35%
14 -13 80' 15' 1.0%
ODRYWELL FOR ROOF LEADER 15-EXIST, 270' 24' 2,95% J / / ,' � \ \
(SEE DETAIL) ^r
/ * 1 TTTI 1\ITAInI I(� nf•f1.1!'�nrTr !'�1 IfITTAI!- rL'- 15 214' L4' 3S0% \ ( 1� I r " S• / / f'IiA P'`OnA``
1 151 1 UIt911VUUJ UU1VL.Kt I r- L.UK1511NU lb- t5 1+0 11 1.V/. i - / \ `uGfR ' t/Jf�
U ALL PIPE TO BE HDPE N-12 OR APPROVED EQUAL ���' /�� - - -1 �' ow fAs lat.i MJ84 48 e \ t
O PAVEMENT WIDENING T❑ PROVIDE -
15' TRAVEL LANE (SEE DETAIL `
SHEET 14 OF 14)
t � ,
x� PR❑VIDE 50' TRANSITION
l LJ PROVIDE 35' TRANSITION
\\ M � �.� / °� LOT # � -\\ / \ NfOGfR�
RELOCATE EXIST, UTILITY POLE o $ / 1 ', \ \ow f J8292'
\ 140,011 sq. ft. t M
O END BIT CURB °=\13.29 2�'� ' ` 0.91 ac.
FLARED END - t / L o. ' - ,• \
O TRIM VEGETATION AS REQUIRED TO
PROVIDE 750' SIGHT LINE , F GAR.F.='F33.0 rya /
' LOT
s \ /
ry� rr ', 40,530 s ft. o'�, y \
_ X 0.93 A �TYp)
t0� � ,' t c . /
TiO.W.=135.0 0 ' Gj)
t C, \ F.F.=136.0
q
AS PART OF THE DESIGN OF THE INDIVIDUAL LOTS,
DRAINAGE STRUCTURE TABLE
('Tnl Ir TI Inr FL TVnr Tnn nr rnA►Ir TAI\ FrnT
T/ .8�' \ f\ (` 1 \ \\ L = 2-3 �/ ���
20. GAR: 140.0 7(I �" \� / ` O I , r
`�-� �� ' 144.8 , OG RpPOs�s
1 O
/ r TOW: 141.0 , ry L T \ \ / \sf $ 90
,
?� , \ rv-
FF: 142.0 r'� 41, 46 sq.7v� \ \
f M 1 i .� \l B n\ �� o . \ _ --�. ` - Q. rn l 11 "
tX ` \ , U' �� , -� - ' . \ / 7-
TOW-
\ CB J `�•�' I / 1 F97 01465. 0 \ /� RIGHT OF W Y-, ` f \ \ \ ` t
P r , Y/ 1 I \ / r / t e�' ��J
y 2 DRAINAGE BASEMENT FAVdt� \ 3 4 o , \ / o TOWN OF
OF HE TOWN Of S�H IND50R \ \ � 0.11,9
\` I i , _ \ \ =ss7 !•'� o OU� TH WINDSOR 't / p >
I , \ 1 \ . 3� ��\,` r `r t � t � \ L` tt / `t O , / � A
t\ HfQG ROpOS
19' �\ 1\
14
1'• h' , - I R GAR:
L 11 .75,
-
ilYt $
N'� • '`t -}\ i ji 1 �"v\- - - _ _ Y ' I / t \ - j�y \ i J �c^�,�� ) t� t \ / ,t ,
y \\
LO
4
rl , - �, 42,347 i sq. \
�.r st•>>' � 1 $0" Fes. `� T \ ��_ �, /
\ CB 5 - \ o
\
Or
=129 F GAR...
80 16 9 s ft
q• \ ' .O.W.=130.0 LOT
TR Yt
G' CCCC i 1.84 aC. F.F.-131.0 / A t ?p' ' r y> �� 1 ` \� \ t / \ t t
SrRE�r
ro)N FA aEEs CS 16 I / X ' \ \` Q' ry ; 41,265 sq. t.
OK e_ '" \ y TOW: 153.5 MEp n 0.94 aC.
FF: 154.5 2 t
9. ' \ 'L 39.27' ' t
`> WN Of £qs f t _ ` Y _' rY p 90• 'A 1=90'00'0 , g ` GAR 1152
/ ' yfoo£R pOs D SaOrH ►vr �N F ` , r ` r�" I / ) \_t o `\\ /
` R = `=25.00'
-
H. f 2 JNpSO�A VOR OF - 2 5 0 00
' `- , /l ` ry0 O ' t, 134.4 TOW: 137.585 - ` / P9J ?' >"\ 7 ,�00 DRAIN. pD\1
- \ \ T04�t6p p SIl
` ` 20.7 /' \ \ r a'� t FF: 138.5
139.1 3 140. \ �1 S•
`4$81 GAR 1365
N- - - -
POOL �0.1� \ Y \�`\` T4,.5 -1 A"o• aa r t 1 00 / I ` t
t 1 \\\A t
is 10
r
WEST OF S `
CB
1 TOW: /43.5E TY LINEOP3
P
Nry
t
t
Gt
/
Y�
Zc
FF: k4.5
/ \ 4', ,'''\-.�q. ft. o
ANUEL R. 8c 1 1 - Q -�' - ► l 3 �R ,, - ? S
\ -� 3.0 t �` {;� + r 1 npe"
0 S A E . S A L I N A S N /F L}�. .79' WEST OF - ' s - ` \ / t ' �' >`� �T r E ro �N FgEES
PROPERTY LINE , 1g382, kfy qq
'ti'I� 1I 1r �n� r c`� /n� I��� I `/1 `/1 I cam/ �5.3 �. \`� _ �/ e / / ` ` 7\ i _ i* x r\'70y
1I IL_I\L�J/� I\IV`/I .52 121.6 \.?t� .\� .` b0R\yam_ ry,� , �r t\ v . / /' / �\ , o/ ��\, �' ' , a1V rV0
F 0 2p' \ \ \• ~` - - - -=.rt.. � 4E•e ( =�v oQ- \ , "CB 1,
1 MiD
t row: 1
NOTES: \ -L, ��-0 a? r� --41, 5,4 - �-- f t `� �. FF 1�49 0 O
`t N69 3~ NT �\ �� ✓l-.l 1✓tl" _� 0-�`� B�G� ry cY � �� �. r � rows m^PJ
O . \ e \ \ � \ / � _ -TO INDICATE
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON. t/ \ t J , rr� '� \ GAR: 147.0 , / 4, oCE55 TO
t , - b• o� \
t
SPACE
2. HORIZONTAL DATUM NAD '83. A\O r . - - - _ _ \ /� �'ki.
3. THE STREET LINE ALONG WINDSORVILLE ROAD IS ASSUMED, AND TO BE
T
ESTABLISHED AS SHOWN ON THE PLAN. \� M O
N /F \ 26
4. AREA = 968,712 S.F. = 22.23 AG, SCOTT A. M OORE 'r J97.69' t _m OT 1'0 \ \ r �v`r \
i I A/�_1 PROPn�_ \ - ' / ` , , ` r / h`b - �� 15 .0 �0 r' 43,0 sq. ft.
5. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING
INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE
WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED
IN CATCH BASINS.
MAP REFERENCES:
1. PROPERTY OF ROLLING PARK HOMES, INC., SOUTH WINDSOR, CONN.; SCALE
1 "=60',
JANUARY 10, 1957 BY CECIL W. BROOKS.
2. PROPOSED 18 HOLE GOLF COURSE - MAP SHOWING PROPERTY OF MARY B.
SHEPARD &
THE J.E. SHEPARD COMPANY PREPARED FOR SOUTH WINDSOR GOLF COURSE, L.L.0
SOUTH WINDSOR & EAST WINDSOR, CONN. SCALE 1"=200' DATE: 3-19-96; MAP
NO. 88-94-1
REV TO 4-2-96, REINO E. HYYPPA & ASSOCIATES -
a` ' UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
a INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR
REVISIONS
5
10/4/00
TOWN COMMENTS
4
9/25/00
TOWN COMMENTS
3
9/18/00
TOWN COMMENTS
2
8/30/00
TOWN COMMENTS
1
8/23/00
TOWN COMMENTS
NO.
OA Tk
ULSCRIP T1ON
LEGEND
® IRON PIN - TO BE SET
® EXISTING IRON PIN
o MONUMENT - TO BE SET
=Qlz _ = EXISTING CATCH BASIN AND PIPE
PROPOSFD CATCH BASIN AND PIPF
5Z,4 EXISTING SPOT GRADE
- - -52- - - EXISTING CONTOUR AND ELEVATION
--C- PROPOSED CONTOUR AND ELEVATION
EXISTING UTILITY POLE
EXISTING TREELINE
PROPOSED TREELINE
�.. GRADE TO DRAIN
VERTICAL AND HORIZONTAL CONTROL PROVIDED BY DESIGN PROFESSIONAL, INC FOR PHOTOGRAMETRY
DONE TO CLASS T-2 STANDARDS OF ACCURACY
HMM
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 - "STANDARDS FOR SURVEYS AND MAPS IN THE
Ham' STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
GBS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3.
GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
GBS
Gas 12882
I 8 y RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
40 0 20 40 80
I I I
( IN FEET )
1 inch = 40 ft.
Tryly \ i G R: 154.0 r 0. 9,eC. 3
149 ,. \ \�
$Or F Y�
154.5 lam. "-,
UAR
r _ - : 158
1 , v otLl: 159.0
I51.1 / - O FF: 1 0.0�
\ - - LOT 9,/
N N \
1 �) 43,741 sq. ft. / -
/ 154.5
00 ac. ' s�
1 \ ,
151.1
t
_ 860 291 8
e s i n TOO POO ORAP IiC� PLAN
9 .
r o f e s s i o n a l s, I n C■ DES/GN.- SIH DRAWN- SIH CHECKED. GBS
0. Civil Engineers • Planners • Surveyors • CIS JOB NO.: 98-127J DATE' July 14, 2000
1 65 south satellite road south Windsor ' connecticut 06074 DRAW/NG NO.: C.- I aaiab \ 99127J � 6. dwa
PROPERTY SURVEY/RESURVEY PREPARED FOR
EVERGREEN ES TA TES
lI' yndsor villlle Road �
Green Lane
SOUTH WIINDSOIE<R, CONN ECTRICUT
SHEET
15
- �. -I.. ,� �,7 t , ��
— , , ., - . "�! '. " '�,-_,,-, �� ,�Ilw
.
I ;;, *'- -, � 1-1 :-.V��- 11 r2.. ., � : 4 ,.� -.,. , ! ,
Ii., � . _� '. . I . .14-1 , ;. - ,&
-1 , . � � , ,,, � �;, . 1, " . . 1. ,,� 11, `, , . - , a I `,`�- �,w ,V*N W
" I , - r � . I '. �� ; !��7. - ", . ., ,� , -, �, �, i. 7,1f
1 plw.qm � �; - �. '. I , � I , 7.., It � -,�7 '5.;,. . - . I -
77 " - I , 1�_v . -.7-,
. -1 ppjf - ,.:7 - .� .", - ,;p, . _;. - -, ... ��
,_ I..r
m �p 7p , . � , - V5.1� , ,V:T'" 1,41�, ,�-� --. �-:,.7�,�,, 7 , ,
, T, I , I r, Ww,w* 7 , - `�,, L, , �: '' T .-
. " � i , , ,'4 '4 , -71 �, ,`,.:7� -,!� WF',', ,f ,�W,v T, 1'.
I" � f �f*. P? w �.np, ,07 - ,; mph A �� . . I
- -- �4 ,� ,� , : -i�
. -
11 rl,o�_�Ip'_",�W'1747W,m, 7MI ��'_Tm!�� '11"�Tw , .; w
- , , , , --- ,
..f � "', �� , ,�, " 1 97, T ��
- ,
, I � � ,jr , - � i � 'rR.W* " , . 7 ,
�
I . - .1
, - - , I ,
- -
_ �e , " I 'L, " � 11.,t"*.1120 , , �,,-,k�p -6�--� _. . , �, .4'. , 4 - - I-
r �. 10. --4, -- - _ ,-, ; *
-,�,,.�,, - � - I � � , ��. "'. f , " ` �i,,t " , .. , ;!��',.1..-. '. , ,-,,, "- . � , ,'
-f - I , , �� , _ �� ',�, � ��,* . ','k'vix K ,,5 . - 4:�. .�,. , ., -- - ` 1!�,r�,�,�' ',( ,
. 111�1 - - _1 F.-i - '. - "I - � ,�r, _ ,'.' i 7
' ' �! �� 1�' lt'_.,r� - , , , . , r'�- :. � ,� 0, 4 * I
. I W1 - , - -, - I 11 11 , 6-� � `.,.,I , - I.. , , , �
- 01-14, � 't -..- - ;�� — - 4 . , '. r _. ;
� � - - - , I ,;,�-, 4mo 11, Ilk W, �,.;I�,.twb, I "o t ,i .
, k . , i . , - � .
.w. i 1 , 1i " , , . , . '). ,f .. ;�e"4 , A �
1�1",�'ItL.`.T'I*v .114�,, " 1, 41��, •
pk_�, , "'! ;I I . 4 ,,, ,� . . -, �.
11t..7 �x Y - f ., 4 .,t " , , , -5.. 10 ") v -,
4� , -, .� . -
,
-
. .T� � �� '0� , , � . � • A4, - - N't�- - . I-- , I r �44$4�* - . . �, ,111 .8t ♦T 4W"" , �, ''. 1. "I"." - , � , , , , � I LEGEND
M
" , , , . �qj- , "', 4 .. , , 3 — ,.1
, i� ` 'f�4 , �-;'i.,
., . , &�4�� , , ef, 1(-
� - , : .11. ,. - 7""?-- ,,sq.,, . ,�,,, , I �. . -�; - ...
, " ., .� i" 14 I I I _*�; , - '� " . If . p It ,j - �•, ft ___ . __ - � 1� ____ 111� I :..�..;.-r 0 1 1 1 .
"; , 'k. � , III,, 111,11 .-- . I I _%
mod:.,. Ak� v -, , ___ ____ I ., I - TO BE SET
\ , 0 \
\ % ". ,,- !. - - -,. 0
� . . I `�,' " - �� , I . I � " IRON PIN
'I) -1 - I "t - 1;1 -, , r, �4'�11�*Z,,P, , "*�� ____ \ 1� 9 EXISTING IRON PIN
" ,. 4i
,
-.
I / m;:� I % �". �_ \ / \ ,�:.11_1i.`� )" \ \ 0 1 J. E. SHEPARD CO. CONSTRUCTION LEGEND
I / 1-11, ` ' \f-, �, � I ;__ , I-. _1..41 . ____ ____ '� ___ 0\ I % \ ,
__� ____ __0 \ N 0
!h t LOT 4 ,\ 11 " \ --___ I 11 . \ \ \ . 158.5 \ \ \ 0 MONUMENT - TO BE SET
, %.% __�Z__ - ___� \ \ I = z zF&5r :: = EXISTING CATCH BASIN AND PIPE& STOP BAR
, 42,34 Il sq. . \ \ / / \ _____ � / , *ft% " I __Z,.� , --� % I \ \ \ \ 0 (D *
I \___ . I OC. I \ \ \ � , po:& I _\ 0 \ I \\ SIN AND PIPE ROAD IDENTIFICATION SIGN
--, I I --- \ ,
\ I D . S?2. _j 167.1
"11111111''.\.1 \ %i'�f"14� \ -_ I I \ \
I % I \ ____ I ____� 0 1 x . 52�4 EXISTING SPOT GRADE G)
I I . 0 \
I cs , .. 111111 111111 i,iiillll I . \ , 20,- 1�_E' �\ ____ I , \ \ - * J1673
1 $17 I I \ \ O' R.)� , I ___ . 7; I----- I ---- 'I --- 52 - - - EXISTING CONTOUR AND ELEVATION SPEED LIMIT SIGN
t� __� \ (a - \ . _____ -1 I \ I I R AND ELEVATION
\ 1, 1, 1, : DETENTION BASIN OUTLET
* I 1, \ N _-, I--- - -
k "I _� - UTILITY POLE
'�, \ I, 41,265 s q. ft. I / I I- - ' I--- 1, \ \ \ \ , I - I ¢ EXISTING U
' _�_ :_ I / - `.�� I / / 0
... \ .w \ / \\ LOT X ,,--- __� \ .,"%. \ \\----- 16 \ - /,/- 0
z __ __� \
, -,
____ I �� I \ , __ , "
5 1 f\ -, , _____ I I _ �,� EXISTING TREELINE .
---- /\ \ 1 0.94 a c. \, I /-- --, ,I - , ___ I \ , 1-1 I nKj RA'ZTm ni ITI STRUCTURE
_� � 1\1 N -
TOW: 153. ,P-\ / -- I , 1, I / (f, I - - I I FT i
FF- 154.5 1 -Z rn \ - . \ I - 1642 1 . I ____ I 1% \ I � ,,,- .-.� , , " " , -k., PROPOSED TREELI � --""--* _ ... ... __ — — V I
_/ \ / , --, , ---- " \ / / � _., , , � %A
I . ,\, _, _4�. '.., PIPE TO EXIST. CB (INV.=111.65)
6- \ _f1_j \ ) / . / _.., --- --- ____ \ \ \ \ _/� , I - , , �, - ,
z GAR:1 152.5 \ t. \ __ /
I I \ \ I I . / --4.-- 'IV- ____ \ \ // I I , , -,
6..,50, / '� ____ x _/ ,/ -,, , , INSTALL RIPRAP STILLING BASIN
I I �, /,\ IJ', 16 7 ' I/ / " _ �• (SEE DETAIL)
. I ------ / ) , (p r, > -,�� �_, --- � / // /111-1 - ,_'__ -
/ py I I -�, --, I I I \ LO 11 / --- _ ____\ ____ \ -1-111,111, I ., � - (D N
I� . I / t _____ I ... � I I - -1 I / / / ____ /�, IQ-tty COrr�, �� _�_ -_�\\_ ___� / , I I/ /// , - ------- -1
R I ____ I I � N, J, \ --- - - - ____ // , I I I I - --—------ ___ BITUMINOUS CONCRETE CURBING
I 11 41,386 sq. 4. / r I -; "1'6 4. 5 /
-
%---, _:�� z I ��__Oe��e��t / , -
-, /�-r / / \ I ---�_ I I e, te _� " // // //� - 41, 'O - (D
_____ ,., (a - 0.95 ac. ) \ ,-< " , - - - I'--- -1-11 I\ I '', , / I / --- �, _��- - - -
. / IOR ROOF LEADER
, I i o(z 1.5.9 \ �-'
_e0eerne t / -
A I \ �� \ / --- tb �__ I 47,14;, _� , I / -
_1// / I . I I I % , __ I'M W__tI5 / ;V * )) \ / 4? / / / j / : k I . � ___ - _� , , 8 1 I- ) \ \ N I I I / I I / / I / , , / /"------- __ ,___ ____,_
- ,
\ ---161.0 i- - 0
171. 16' I * I I % ___ �, t\ ev ?k I / 11 N __� .......... , I 1, I \ / % \ \ 11 I ;I / , , (SEE DETAIL)
20. 1 1 11 - __
163,0 . , / /, " ----------- -- I vl��
ItL
t I I k \ Q.' \ . / 111, " I I � I I � I I I /I , / ------- -)
.. o % �_\ bv�ftysj.o \ / --- I I , � I , ' - - m
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MANY U. t:)HLFANU / 0 ____ � / <\ , DRAINAGE STRUCTURE TABLE 7. - ,----_ __,_ -1 �1'1 - - 0 ,,/ ,
70.- '�' �,�; I � " Z 1
3,1_-�- **� '�,� ---- __� -1, X .<
'30 w - :: -, - , "/7 X " / I ,Y/ � 1
2. HORIZONTAL DATUM NAD *83. . ,� - R --*- // .'� /, , / ,
I DRAINAGE PIPE TABLE . . . - - - - - - - - '//1,,/ / / / / / I I
.. I __ - - -- - , I \ \ // / ,
___ .. - - - X,
3. THE STREET LINE ALONG WINDSOR\,ILLE ROAD IS ASSUMED, AND TO BE ____ , - - ,-�,, �o ,/ , - / I , y // / / I
TOP OF FRAME INVERT ____ . 00p/ / I
�:�� / - ,,_ , , 126 / / ,
. OWN ON THE PLAN. RUN LENGTH SIZE SLOPE CB1 'C' CB 124.20 120.72 I-,- *" * ... �_ - - - - - __ __ ___ - ;//,/ , , / . � '/
I--- .;�.�,______ ______ - - - �/ I I / / /I ( / // �// / I/
DB-EXIST. CB 70' 15' 0.5% CB2 'C' CB 124.20 117.25, 120.50 -",C ... - , ,>, ,
,-, - - - - - � - - _-j I / / I / , I , - , :----_- - - .— --�_ - - - - __ - __ - "" � ,/ ,/,/
4. AREA = 968,712 S.F. = 22.23 AC. 2-DB 135' 15' 3.89% CB3 'C' CB 127.00 119,50(E&W), 123.25(N), 120-25 (6') .�,� - /__
11 --I- - - - - - - - - - - - - - I - - - / z I
I - , - - I 1 "12 / / .1 / / / / /
I 1 5. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING 1-2 22' 15' 1.0% C134 'C' CB 127.00 - 123.50 -� ,� �._ - - - - - --- — , � x ___ - - - - -1 / / / / , /
- - - -
- ,� / ,
, _�, -
" 'C' CB 134 - -�_ , � __ �/ / " /
I INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE 3-2 190, 15' 1,327 CBS .85 127.00(EW, 130.75(N), 127,75(6) - ____-� - - - I , /
: . - - - ,,>, / 11 11 /
'. I 'j I '�,_� - - - -,�. - / I , K >/, / / / / / I /
. WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED 4-3 22' 15' 1.07 117.00 112.00
". IN CATCH BASINS. 5-3 200' i5, 1188%I /
� � w - II " I >1 I / 128.6 ( I I / I
"I 6-5 22' 15' 1.07. CB6 'C' CB 134.85 131.00 � / r 'I', . -
,
I � I g /I , - P, I I I I I .__ ' I , 7-5 244' 15' 1.0% CB7 'C' CB 142.10 133-00(EW, 135.00(N), I , z " ,,, , A ' \ %
I - I / 127.4 1
,,,,� MAP REFERENCES: _., , I .
,.�� 8-7 22' 15' 110% CB8 'C' C B 142-10 135.25, 137.50 1 - , \ \ \
. �1. - , ,
,
- . � -,- )
It' Q- 7 ic;cil 15' Q Q77 rDa ,r, IrD 11ACIC11 lAlflf)(UOUN 1A:)'7qeKh x
� ,.V, I . . . 11 � 1. PROPERIY OF ROLLING PARK HOMES, INC., SOUIN WINDSOR, UVININ.; �:�ALE I I
210 �..� __ '__ - - I A�-) t-ANI Ul- THE DESIGN 01 THE INDIVIDUAL LOTS,
!,_- ' 10-9 22' 15' 1.0% CB10 1c, CB 148.60 143.00
41,.'*Z.ii 1 P'= 6 O', LOT TO LOT DRAINAGE SHALL BE TAKEN INTO ACCOUNT
-9
,A�' - JANUARY 10, 1957 BY CECIL W. BROOKS. 11 200, 15' 1.28% IN THE GRADING DESIGN OF THE LOTS. ALL ROOF LEADERS
. " -
� i�,�� - ,,, -,
.'/; _� "', 12-11 22' 15' 1.0% CB11 1c, CB 152,50 148.75 SHALL BE DIRECTED INTO DRYWELLS, AND ALL DRIVEWAYS
I ". - I
. . .. . � "
k ; .1- .
',�,'��' 2. PROPOSED 18 HOLE GOLF COURSE - MAP SHOWING PROPERTY OF MARY B. 'C' CB 152.50
, - ,� - . -12 CB12 DRAIN TO THE STREET WHEN ABLE.
__ . � I ,,,,, _ 13 255' 15' 2,35% 149�O
1:.�"w" SHEPARD & 14-13 80, 15' 110% CB13 'C' CB 159.80 155.00 DESIGN OF SWALES ON EACH LOT SHALL BE DONE TAKING
THE J.E. SHEPARD COMPANY PREPARED FOR SOUTH WINDSOR GOLF COURSE, L.L.C. 15-EXIST, 270' 24' 2.95% CB14 1c, CD 159.80 155.75, 156.50(6') INTO ACCOUNT THE PLACEMENT AND DESIGN OF THE HOUSE, .
..
I., � �� ,
Vl�i' SOUTH WINDSOR & EAST WINDSOR, CONN. SCALE 1"=200' DATE: 3-19-96; MAP 'L'�- 15 214' 24' 3.507 F.E. TO BASIN - 112,0 SEPTIC SYSTEM BOTH ON THE LOT AND ADJOINING LOTS, AND
- �:". �
�,4 NO. 88-94-1 THE DESIRE TO PRESERVE TO THE MAXIMUM EXTENT FEASIBLE,
� 16-8 48' 15' 1.07 CB15 1c, CB 123.80 119.50
tier
"
f`� REV. TO 4-2-96, REINO E. HYYPPA & ASSOCIATES. CB16 1c, CB 142.20 138.00 THE NATIVE VEGETATION ON EACH LOT.
, " ��N.ili - - HEADWALL
- _____
t - ",.k,_,_
I fi1M
4.� 4. ��"� �,t', 1, #L# HLADWALL - 127.00
, w1_ 4 L__ �- '� . , -1
I �. . - ��!�,,, �, "'.. , ,.v, - ,, ,,.-, " ;�,�,� - !I"��,a� -, -,- �., :VERTICAL AND HORIZONTAL CONTROL PROVIDED BY DESIGN PROFESSIONAL, INC. FOR PHOTOGRAMETRY
DONE TO CLASS T-2
1z.�1'1-_-)1171 __ �
, , I
STANDARDS OF ACCURACY.
6 10/18/00 TOWN COMMENTS HWH
z _<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 i
oil SURVEY/RESURVEY PREPARED FOR: SHEET
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE I __ OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE I
)-- 5 1 -70/4/00 1 TOM COMMENTS HWH STATE OF COWNECTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. 'MIS I
m INFORMATION. ALL EXISTING UTILITIES SHOULD I GRAPHIC SCALE
rn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1 9/25/00 1 TOWN COMMENTS I GBS HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3. 4.0 0 2.0 4.0 8.0 ilesian TOPOGRAFMC PLAH E VER GR EEN ES TA TES ,// BY A LICENSED LAND SURVEYOR PRIOR TO 8/30/00FEET)- f - ftw-- Windsorville Road &
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9/18/00 TOWN COMMENTS GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
CONSTRUCTION. 2 TOM COMMENTS Gas ( IN I Crr o essionals, inc. DESIGN.- S//-/ I DRA WIV.- SIH I CHECKED.- 619S
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 8/23/00 TOWN COMMENTS GBS 12882 1 inch = 40 ft. 11 Green Lane
IMPRESSION SEAL AND ORIGINAL SIGNATURE - — - .1.1 Civil Engineers -Planners -Surveyors - CIS joi?No.: 98-1273 DATE ,luly 14, 2000 — SOUTH WINDSOR CONNECTICUT 15
. OF THE PROFESSIONAL ENGINEER/SURVEYOR. . NO. . DATE . DESCRIPTION � BY . RICHARD P. MARTEL LIC. No. . 1 165 south satellite road - south windsor - connect cut 06074 1 DRA WNG NO.: C., � cajob \ 99127,3 k 7 dwq
- -
I - - I I , , . ,, 11 I � Q, I I 1 I I - I 1, �- � - I I I I I . - I_ -
,�* ,_�' " '-�-o j 11, , ,,�` " .146. 1,1.� - � I . __� - ,� I'll I
" �� ,- I , I � " ,� ,,:� I _,,%�� ""'.., - ,- I—- -
-7�?C,_, . �.�;.,_ I 0� . 14 �, e� r . 1. 11 ,,
7�w,�� 4 44�. " III:�-
, .i"-� ,,�.-�,4� ,
-�, -, , ,,, ce , , - I _! �j , , ,19,� jo 1
1
-
�. .,
I
. .�,, -� I �
_. . I.
I . JL
. _ " " M , """, i , hi �_.
. 9ft ���i - f,, �,� 6 11,
AA44411".4ww"ELa .. . - A. -_ k , -
ft2_dmw",_1'1�"__f_A 1!� ii� A "Al aid6���
A Iff s I I � . I
n
"r
- s n
f
s
.. � _ ,•.. a Y- '*1 . � e . • � , .: � - a
-
RE
.- _ k . .. Dom. :�,. , ..
.. ,?y" •� .. .sae , ... . _.. #➢., . .,, --, .. r t, -. & - - • - -..
r -:• i„ .- , .?i �. -, ... -. {.. .. .5r - • .. i- .f _ ... ..�.d•.
a, Y` ,. �~ .q.
.. -. .a. n� .•,-:. -P .. .•.. ..� f�!'�i - :��!. ll ..h.�a�y�� Y:I,• a�� �.L. .�.7'.
.I%.% �.� •7 . : IN t.... K , ' i�: ' M-' •{ .'a •':it s - ; F. • : 6. ,yam �ye�' } . �^A�i -vt: r .=d .
0 pwi��
.J,r,,,.� l':'n �., ., •- "Y':�r.-�.., ::., :.. _} ,.. .'d... .. ... :.'- - - r - ••Y'�fSC�.Y :{::4:'. 7x ".�, v- �?y ., a �.a. .,46
1.
{ ` O
DRAINAGE PIPE TABLE
Is,
RUN LENGTH SIZE SLOPE 05
DB-EXIST, CB 70' 15' 0,57.
r`"j• .' 2-DB 135' 15' 3,89%
N ~
FaSO,
1-2 22' 15' 1.07
" 3-2 190' 15' 1.32% oQ°o
" 4-3 22' 15' 1.0%
5-3 200' 15' 1.887 4°
6-5 22, 15' 1.07 S �� ��
' ry o 2,9•
7- 5 244' 15' L0% Q°gyp `� 05 ' ,5_ °,
'� O a 8
r:•.1y*r'• ,• 8-7 22 15 1.07 �' ) R , � •
s { 9-7 155' 15' 3,87%
tis P;1 10 - 9 22' 15' LO% o J /�/ ,zo
11 -9 200, 15' 1.287.
x` 12-11 22' 15' 1.0%
^1ld , 15', A,Z
2.35%
13 -12 255
14 -13 80 15 1.07
15-EXIST. 270' 24' 2.95% FLARE
�z�' 2°
°•� / OF
1'-15 214' 24' 3.50%
16 - 8 48' 15' 1.0%
ALL PIPE TO BE HDPE N-12 OR APPROVED EQUAL z\� ��° / ��/, R
A..
o
7 *2 o
���• ,•,t � � DETENTION BASIN
DRAINAGE STRUCTURE TABLE Z OUTLET STRUCTURE
K gg.46 20' DRAINAGE EASEMENT IN FAVOR OF
THE TOWN OF SOUTH WINDSOR
STRUCTURE # TYPE TOP OF FRAME INVERT-
tr: CB1 'C' CB 124.20 120.72 del PROPOSED 20'
kcr� •Y` ° ` CB2 'C' CB 124.20 117.25, 120,50
r CB3 'C' CB 127.00 119.50(E&W), 123,25(N), 120.25 (6')
CB4 'C' CB 127.00 123.50 NOTE: ALL WATERMAIN FITTINGS REQUIRE
,• CBS 'C' CB 134.85 127.00(E&W), 130,75(N), 127.75(6') MEGALUG BRAND RETAINING GLAND &
a` DETENT OUTLET - 117.00 112.00 THRUST BLOCKS AS NECESSARY. PROFILE GREEN LANE
y:
�
CB6
'C'
CB
134.85
131.00
w
CB7
'C'
CB
142,1D
133.00(E&W), 135.00(N),
CB8
'C'
CB
142.10
135,25, 137.50
CB9
'C'
CB
148.60
141.00(E&W), 142.75(N)
..
CB10
'C'
CB
148.60
143.00
'C'
u.
CBII
CB
152.50
148.75
`s;^4�•.
CB12
'C'
CB
152.50
149.0
"
CB13
'C'
CB
159.80
155.00
CB14
'C'
CB
159.80
155.75, 156.50(6')
F.E.
TO
BASIN
112.0
cB15
'C'
CB
14.0
119.50
PROFILE DETENTION BASIN
.'`" _ r
+' a<<
CB16
'C' CB
HEADWALL
142.20
-
138.038.00
127.00
ri•.
.,;
t F
r
7
t aYyP,�'sl,
a;
',
i
t
yr
34
32
-
30
28
26 -
24
22
20 C
TF
117.00
i
INN'.
112.00 OUT
-
---- ------
I- ---- -
1a16
---
--
--
.
------- -
---
14
_
I
SEVER
- -
---
CB No. 1 "C„
-
12
-- -----.�
-�
PROPOSED
DETENTION B
SIN CULVERT
END _
.
TF 12420
- - - I
---
INV, 112.00
INV. 120.72
T + 2__
CB No. 2 "C"
IF 115 20-
-
TF 124.20
2, -5
eLl -- -
RAISE TF TO
116.0+-
- - -
- -
.
ST:_0+62
14
- _-
0+00 1+00 2+00 3+00 4+00
0 1 M
I UNLESS OTHERWISE NOTED, EXISTING UTILITY
z
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
6 10/4/00 TOWN COMMENTS
REVISIONS
5
9/25/00
TOWN COMMENTS
4
9/18/00
TOWN COMMENTS
3
9/13/00
REV. PER CT. WATER CO.
2
8/30/00
TOWN COMMENTS
1
8/23/00
TOWN COMMENTS
NO.
DATE
DESCRIPTION
152
-
-
- -
- -- - --- - -
- --- -- --
-
--- -
--
-
-
150
148
-
LC
T 3
FF: 147.0
TOW: 146.0
146
144
LOT #2
10
142
N
F:
142.0 TOW: 141.0
W
-
-
140
0
rn
t)
O
d
O
d
L`-
-
138
0
0
L_ O T #1
0�-
ry
136
FL
136.0 TOW:
135
J
J
134
E
5
132
CB No. 7 "C"
_
O
_
O
I- r. 1 71
rr �JI,
Tn\A,. 1 zn n
j Iuvv. IJV.
_
-'
TF 1410
--_
130
S1: 6+96
w
' s= '
CB No. 8 "C"
~
128
o
W
x
��'`
�NINV-
13.92
`p
F.
ST: 6+96
126
--- - ---
1.95%
ANG
E POINT
_
CB No. 5 C
r
EL.
26.05
M `'
INV: 127.00 1
0.75
124
,
15
ST: 4+48
dd ,i
TF 13 .
I
I
I Z-
-� _
;NV: 131.00
120
CB No. 3 „C„
INV: 120.00.
23.25
118
_
ST: 2+ 48
B No. 1
CB No. 4 "C"
116
F 124.20
fF • 00
IV
ST: 0+62
ST: 2+48
114
CB No. 2
"
TF 124.20
112
..
ST: 0+62
DATUM ELEV
110.00
�
N ON
Nfin
�
200
-4
NOM
241
Lrn
CJ
N
-
�
O`t
0.d0
,M
N
�
N
N
t)
tM
0)
M
O
N
sL
.-(N
O+OC ' +00 2+00 '+ Ot' 5+00 6+OC 7+00
HWH
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 - "STANDARDS FOR SURVEYS AND MAPS IN THE
GBS STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
GBS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3.
KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
GBS
GBS 12882
BY RICHARD P. MARTEL LIC. No.
860 291 8755
GRAPHIC SCALE PLAN o FROIFOLE
40 0 20 I esign
mmmmmmmi
TN T1rof e s s i o n a l s, inc. DESIGN: SlH DRA WN: SlH CHECKED: GBS
I inch =- 40 ft 1; Civil Engineers Planners • Surveyors • CIS JOB NO,- 98-727J DATE- July 74, 2000
65 south satellite rood south windsor • connecticut 06074 DRAW/NG No. c: 1 aaiob, 9912731 PP 1. a'wq
PREPARED FOR SHEET
EVERGREEN ES TA TES 8
�Vdr��'l�®r��v�e Roa &
Green Lame
1 ;5
SOUTH WRNDSOR (CONK ECTRICU'II'
��r.:u- ate.= �,. -��'� _.�-� � ,.. � �.-� f� -.s -.: �,•..,
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
NOTE: ALL WATERMAIN FITTINGS REQUIRE
164 MEGALUG BRAND RETAINING GLANDS
LOT �7 & THRUST BLOCKS AS NECESSARY,
162 IFF: 162.5 TOW: 161 15
160
158
156
154
152
150
148
146
144
DRAINAGE STRUCTURE TABLE
DRAINAGE PIPE TABLE
142 UP11rTlIPF fi T YPF Tnp nF FDAMF TKI\/E'DT
t_ I ul ul I Ilml IL. III V L.I\ I
RUN LENGTH SIZE SLOPE CBI 'C' CB 124.20 120,72
DB-EXIST. CB 70' 15, 0.5% CB2 'C' CB 124.20 117.25, 120.50
140 -DB 'C' CB 127M
2 135' 15, 3,897 CB3 119,50(E&W), 123.25(N), 120.25 (6')
1- 2 22' 15' 1.07 CB4 'C' CB 127.00 123.50
3-2 190, 15' 1.32% CB5 'C' CB 134,85 127.00(E&W), 130,75(N), 127,75(6')
138
4-3 22' 15, L07 DETENT OUTLET - 117.00 112,00
5-3 200' 15, 1.88%
6-5 22' 15' 1.07 C136 'C' CB 134.85 131-00
136 7-5 244' 15' 1.0% CB7 'C' CB 142.10 133.00(EW), 135.00(N),
8-7 22' 15' 1.07 CB8 'C' CB 142.10 135.25, 137,50
134 9-7 155, 15, 3,87% CB9 'C' CB 148.60 141-00(EW), 142.75(N)
10-9 22, 15' 1.0% Mn Ir" f. p 14R.An 14'� nn
it -9 200, 15' 1.28%
132 12-11 22' 15, 1.07 CB11 'C' CB 152.50 148.75
13 -12 255' 15' 2.357 CB12 'C' CB 152.50 149.0
1443 80, 15, 1.07 CB13 'C' CB 159.80 155.00
130 15-EXIST, 270' 24' 2.95% CB14 'C' CB 159.80 155,75, 156.50(6')
'L'- 15 214' 24# 3.507 F.E. TO BASIN - 112.0
16- 8 48' 15, 1.0% CB15 'C' CB 123.80 119-50
128 ALL PIPE TO BE HDPE N-12 OR APPROVED EQUAL CB16 'C' CB 142.20 138.00
V HEADWALL - 127.00
126
124
122
L0_1
#6
FF. 164.
TOW:-163.
-
LOT
#5
FFF. 161.0
TOW: 160.0
LOT #8
IFF:
160.0 TOW: -lb
E POINT
STA. :r2-k5 5
G
1)10
LOT
#9
F F., 156.0
TOW
lz5445 T-G
SApR
CB
o. 13
I F
INV*
155.00
01
#10-
ST.
13-+00
FF.- 149.0
TOW: 148.0
T�
Sq so
LgT
3
SEw
INV:
155.75
FF: 147.0
TOW: 146.0
Ab
ST:
13+00
U?
TF 153.00
r
It'1\1. 1 A
ST� 10 48
V)
i
CB No. 12 "C"
Q
TF 153.00
4+4V* 149.0
ST: 10+48
TF 147.00
111V: 12t2t.0
rT. 9+48
C13 No. 10 "C"
I F 14 /. UO
i i1i W; 4 44. �5
ST 8+48
CB No. 7 "C"
TF 141.0
:135.e
INV.
ST: 6+96
C8 No. 8 "C"
INVO 135.2.9
ST: 6+96
Vrul�? WWI
I.
., R 71. 57-, . .....
o :A;
77
7
V
%
P
N /F
J. E� -HEPARD
/V1
4
pROp` '
w
2
141 _Tp 5 A
"V
TP 8 LUT # I w
40,011 sq. ft.
T_
n 0.91 ac.
0(0,
ro m6n
000
0 0
0000000 t
p LOT
O 0 100
on0 0 0 N AC
y L 40,530 s ft.
0.93 c.
EE D
Jr
V ON rop mo N%
I it
I
S Ma
OF,
ooeooe 4b* ITP417 AR
TV91
p n
OF
p d
2 DRAINAGE 6ASE NT FAV6R
OF HE TOWN Of SO INDSOR t C
}?STALL I' SHK In RFC
DURM CMTMXTM dw et n d BALE TP #19
N CI
_ .. I•�R sari: FZ 'i,` / /' //, .yz�1
CAL
7
J,
Q
'Or 'I-, -
C
Tp
SILT F
xr � �.I ,,,_,,,. 81� � � \` / �a '+ TYPICAL
OT # 13
2
80,169 sq. ft / \ \ \ '�_ J { ` \ o 1 \ \ / \
1.84 a c. I 3
LOT
TP
fA
rO� IVAI 41,265 sq. f\t.
0 TF 2
V! -�7 �' 1/1 - I �, I CB 16
el e Olt, V p - - - I
019 VI _,y U.'34 0C.
%Q—A A
-IOS
vw)r-c- -Y.L
117
A�
CI
W,
"'Ditw "OR 0"
f
POOL / 1 #TIP
C
:�x N/E v -- 1�01
PT
A N U E L R.
q. ft.
9
N
OSA E. SALINAS /F
_qA PIr i*0,
ryy 11 1L1\�.J/ \ I\1VV1 y`1 \_- --- -\, \\ `\ \\ \ \ �•\ /\ \`�� -\ -ram_: _`\ - / \
'►`` 'J// ' /
%0.
po
R %-D
NOTES: !A
0-9,5 --ar
TP
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON. O \ \ I , \ \
35
2. HORIZONTAL DATUM NAD '83.
3. THE PROPERTY LINE COMMON WITH MAP REFERENCE #1 WAS ESTABLISHED FROM
THE MONUMENTATION FOUND (IRON PINS). THE MAP REFERENCED HAS THE COMMON .0,
LINE AS
N /F
STRAIGHT WITH NO ANGLE POINTS. / ' \ \'\/ / '\I ` SCOTT A. MOORE p
In
OT 10
rn
#
4. THE STREET LINE ALONG WINDSORVILLE ROAD IS ASSUMED. OS
\4 sq. At.
5. AREA 968,712 S.F. 22.23 AC. IP 4 ,0,
POOL
. . . . . . . . . . .
A P REFERENCES: PPO
0,
r 1,5"13PEN SP�Cf ;kCCEWAY
1 PROPERTY OF ROLLING PARK HOMES, INC., SOUTH WINDSOR, CONN.; SCALE N /F
JANUARY 10, 1957 BY CECIL W. BROOKS.
HARVEY R. &
2. PROPOSED 18 HOLE GOLF COURSE - MAP SHOWING PROPERTY OF MARY B.
D E B O R A H M. FINE
SHEPARD &
THE J.E. SHEPARD COMPANY PREPARED FOR SOUTH WINDSOR GOLF COURSE, L.L.C.
------ ----
SOUTH WINDSOR & EAST WINDSOR, CONN. SCALE 1"=200' DATE: 3-19-96; MAP
REV. TO 4-2-96, REINO E. HYYPPA & ASSOCIATES.
0 z _< x
N 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
rn 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.
6
5 10/18/00
4 10/4/00
3 9/18/00
8/30/00
1 8/23/00
NO. DATE
REVISIONS
TOW COMMENTS
TOWN COMMENTS
TOWN COMMENTS
TOWN COMMENTS
EROSION CONTROLS
DESCRIPTION
HVM
HM THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
40 0 20 40 80
I I I I
WS mmm�
— EROSION CONTROL ONLY; AND IS NOT TO
GBS ( IN FEET
-
GBS F-%off-I %J I 1L.1 1 1 "w%0 I mom'". I inch = 40 ft
13 y- I
-.W;grl Oir -P "L 77
TP 6
C
r 3
pru '7t� 1 10- -IV T--/__ I
TP 32 J
C
0.
-4 TP
p
- — — — — — — — — --- I
T 33 N
P4 LOT # 9//
1 /43,741 sq. ft
00 ac.
860-291-8755
1MffAS?ffATNM
9&
PROPERTY SURVEY/RESURVEY PREPARED FOR.
sign
EROSM
COMMM PLAN
E VER GR EEN ES TA TES
r of essionals.,
inc.
Windaarville Road &
DE'SIGN: SIH
DRA *N SIH
CHECKED:
77 ---
S Civil Engineers • Planners - Surveyors - CIS
xe No... _98-127J
DATE.- JU/y 14, 2000
165 south satellite road south windsor connecticut 06074
DRA DRAWING NO.:
c: �ccj
ob 99127J 10. dwo
CONNECTICUT
SOUTH WINDSORIr
SHEET
11
X I a
M`�i�.;�ai�'�",����:.bi: ;Slr'lY, ; � �;�t1�r`,w�1r",.r•y.� ��„�''`k � ,c':, '� ?+; �^+ _ ,_ ,�,��,•��:+ti��t_yr? �;'!�1F`tti"�F�3>.d?,�;�SlQi,7°f�,.�ii'..�,#1���.'t�?a•"_:�a� r . =:.p
.Y 6' `3 �` -t', ."F.a'[+•°"'F'.,q� :•cr .£r+ _r ). `h'"•,/. i. •,r +C'"�t SVT
a
ti a ti ' a' a T
1 Y
4
e t
i ! �
f, / \
7
J
wn/
a
'e « t
i
4 T
�' —.�. •t w'sa�t. -c�c-•.f a `1, ,..
'1.
r
t. r'
61_ -
4'.
1
1T
•moo;
I
1
4� t�
S� F
LC
`1 _4\ 42.
I
I WINDSOR
o
` r �/�• \ / \ \
7� aC. 1 NFp pROpOSFp\� r \ \ 11
LOT \\ TP s
IL
I ' 41,265 sq. 'fit. \ I ��! \ \/*
ppSFp 20 \ //
�S \ '
�FNT
NOTES:
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL DATUM NAD '83.
3. THE PROPERTY LINE COMMON WITH MAP REFERENCE #1 WAS ESTABLISHED FROM
THE MONUMENTATION FOUND (IRON PINS). THE MAP REFERENCED HAS THE COMMON
LINE AS
STRAIGHT WITH NO ANGLE POINTS.
4. THE STREET LINE ALONG WINDSORVILLE ROAD IS ASSUMED.
5. AREA = 968,712 S.F. = 22.23 AC.
MAP REFERENCES:
1. PROPERTY OF ROLLING PARK HOMES, INC., SOUTH WINDSOR, CONN.; SCALE
1 "=60',
JANUARY 10, 1957 BY CECIL W. BROOKS.
2. PROPOSED 18 HOLE GOLF COURSE — MAP SHOWING PROPERTY OF MARY B.
SHEPARD &
THE J.E. SHEPARD COMPANY PREPARED FOR SOUTH WINDSOR GOLF COURSE, L.L.C.
SOUTH WINDSOR & EAST WINDSOR, CONN. SCALE 1 "=200' DATE: 3-19-96; MAP
NO. 88-94-1
REV. TO 4-2-96, REINO E. HYYPPA & ASSOCIATES.
LO T / \ If
/ �Arp�t
` \ ` / / ' ' / '
N 41,386 sq. - C°�2er �, ` �\ / '// , / / nm�
Art
\ 1 -
20 q� • , ' I , I , , , �/ / / / - - - - _ ; _ _ _ - - - - - - —
, ! - �\ . \ 1 , 1 1 I `\ £RO►y �S ?0,
? OIL TOCKPILE AREA,
N 1 T 28"
�l 1 / ' S 1 1 � /' I 1 / 1 1 � I I 1 �� + / _ -- , ' ' \ ♦ \\`\ _' - _ -•'- - -
c / / _ y , I ' / / / , , / ,' 1 1 ' IIRRIGATION `PIPE EASEMENT IN FA
TP 27 / \ --
\ HORSESHOE LANE ASSOCIATES, LLC _ — - -
�-----------------
IS -
�BR0,14 -kNE t /^ / ��"' •-1'
/ / Y - AL-
\ SILT FENCE
TYPICAL
V \LOT #
\ DRAINAGE EASEM 343,924 sq. ft.
` I
\ 3 IN FAVOR TpWN
soui?, WIN°�S Cv
40
7.89 ac.
000
ele
TP
/01
41
Tp
� ~ �r ' 111 I'll 1' '' ,`\\\, \' \ \ \ ` - ',,', , ,',, ,/// ,,,, �- - ' •-- ' '' ,- •'
l
__
�' ---- - , , , \ • --/ / � ,/ --' -' '.- _ \� \ \ \ \ \ \ / -' / / ' , , ,,/ /, 1 I I I , l , / , -' -/ / ,; , / /, - /ice
1010,
101,
44
-00
1100,
1000,
00,
130
IR�2 ATIUN�PIPEiEM�N_T IN FAVOfZOF'_._ ���/ ! 1
HORSESHOE L74PlE,- O'S�QCIA11 S,Z( Cf i ' / ✓' , ' 1 1 I % / / ' + I 1100,
iA /F
120
Fri e
zoo 'o
01
�01J'TH/E'RN CONNECTICUT
/ y
N F 'RAIL ROAD
/
MARY B. SHEPARD 01
o 1
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
z
a
m
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
THIS PLAN IS FOR SEDIMENTATION AND
GRAPHIC SCALE
5
10/18/00
TOWN COMMENTS
HWH
4
10/4/00
TOWN COMMENTS
Hwti
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
40 0 20 40 so
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
■ ID
EROSION CONTROL ONLY, AIS NOT T
3
9/18/00
TOWN COMMENTS
GBS
2
8/30/00
TowN COMMENTS
GBS
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
BE USED FOR UTILITIES CONSTRUCTION.
{ MET
40
3. THIS PLAN 15 INVALID UNLESS IT BEARS THE
PLAN
1
s/23/oo
EROSION CONTROLS
GBS
1 inch = ft.
NO.
DATE
DESCRIPTION
BY
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
�. -; :fit %.�I u !y .�K _`ij. /6 �,., *..'f• - .�_/•'
4.
i 860 • 291 ' 8755
esian r ow CON X FILM
rof a ssiona 1 s, Inc ■ DESIGN.- SIH I DRAwv.• S/H CHECKED: GBS
■
= Civil Engineers • Planners • Surveyors • CIS ✓Oe No.. 98-1273 I DATE. July 14, 2000
165 south satellite road south windsor Connecticut 06074 DRAWING NO.: C: ac 'ab k 991273 11. dw
S' IAA l\
1 Y•
�:�iF:xfi;L\...__ s_ .:XI dL�..c;>�'':SL'�+s:'i'• ,._. R .:,�. .r`:Fi.r._. .tea ._.r8,."9k'.�Cs.- /-] u.. ... -.,. .. r`•.:c.- t ., .o.:z,::'.__.. '�-!c�`h ._ .. .�._ .-�...
PROPERTY SURVEY/RESURVEY PREPARED FOR-
E VER GR EEN ES TA TES
windcory lle Road �
Green Lane
SOUTH FYI NDSOR CONTIEC'TI CUT
SHEET
i�
15
Wr- r'A 7• 7y
Ir ��r s � • �r ✓ 4x 4 Fp�s
a , .. y x� y{ ,+ ?� , .,. .. a �. . .. r: ,. ..� �.�.i �'i"�.. .. Mi..• F. {. t .'� �•';Y: "ti`z'.Z, k,� '�t .+K "�{{i tM1'�'. ,i:-'�,-T� 'Vf."W'. ttr•'
^�
-? Cam` -Slit, . .r-
-
F;ir•:.
00.
LOT #1
SOILS TESTING 6-14-00
BY S,HOPKINS & TOWN SANITARIAN
T.P•#15
0 - 1"
TOP SOIL & LITTER
1 - 10"
LOAMY SUBSOIL.
10 - 30"
FINE SILTY SAND
30 - 76"
MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
28"
T.P. #16
0 - 1"
TOP SOIL & LITTER
1 - 48"
MED.- FINE SAND - SOME SILT
48 - 84" MEDIUM SAND
NO LEDGE, NO WATER, NO MOTTLING
ROOTS TO 20"
SOILS TESTING 3-16-00
BY S.HOPKINS
T.P.#11
0 - 4"
LITTER, TOPSOIL
4 - 23"
BROWN SILTY SAND
23 - 80"
LT.BROWN MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
LOT #5
SOILS TESTING 3-16-00
BY S.HOPKINS
T P "2
0 - 7"
TOPSOIL
7 - 31"
ORANGE -BROWN MEDIUM SAND
31 - 41"
GREY --BROWN FINE SILTY SAND
41 - 75"
RED -BROWN MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
SOILS TESTING 6-14-00
BY S.HOPKINS
& TOWN SANITARIAN
T.P. #24
0 - 3"
LITTER
3 - 12"
LOAMY SUBSOIL
12 - 32"
MEDIUM SILTY SAND
32 - 80"
MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
30"
T.P. #26
0 - 14"
SILTY SUBSOIL
14 - 26" GRAY SILTY SAND
26 - 80" COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION TEST #1P:
TIME
READING
4:07
18.5"
4:10
23.5"
4: 11
24.5"
4: 13
26.5" (DRY)
PERCOLATION RATE = 1-10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
PERCOLATION TEST #5P:
TIME READING
2:12 17.5"
2:14 19.75"
2:16 21.25"
2:18 22.5"
2: 20 23.75"
2: 22 24.75"
PERCOLATION RATE = 1-10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 -- 200 GAL. = 0 >200 GAL_ = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
LOT #9
SOILS TESTING 6-14-00
-
PERCOLATION TEST #9P:
BY S,HOPKINS
& TOWN SANITARIAN
TIME READING
2:55 15.75"
T.P.#32
2: 57 18.25"
0 - 2"
LITTER
2:58 19.5"
2 - 38"
MEDIUM SILTY SAND
2:59 20.5"
38 - 42"
COMPACT COARSE SAND
2:60 DRY
42 - 82"
COARSE SAND
NO LEDGE,
NO WATER, NO MOTTLING
PERCOLATION RATE = 1 - 10 MIN.%INCH
ROOTS TO
18"
SEPTIC SYSTEM DESIGN
T.P.#33
0 - 6"
TOPSOIL
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
6 - 21"
REDDISH SILTY FINE SAND
100 - 200 GAL. = 0 >200 GAL. = 0
21 - 46"
46
FINE SAND
REQUIRED TANK CAPACITY = 1250 GAL
- 93"
MEDIUM FINE SAND
PERC RATE = 1-10 MIN/INCH
NO LEDGE,
NO WATER, NO MOTTLING
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60".
LOT #12
SOILS TESTING 3-16-00
BY S.HOPKINS
PERCOLATION TEST #12P:
TIME READING
T.P.#14
-
3:40 17"
0 - 8"
LITTER & TOPSOIL
3:42 20.25" (DRY)
8 - 18"
DARK BROWN SUBSOIL
HOLE REFILLED
18 - 32"
ORANGE -BROWN SILTY SAND
3:45 15"
32 - 72"
LT.BROWN FINE SILTY SAND
3:4
NO LEDGE,
NO WATER, NO MOTTLING
3: 49 DRY
PERCOLATION RATE < 1 MIN./INCH
T.P. #37
o - 2"
LITTER
SEPTIC SYSTEM DESIGN
2 - 12"
SILTY SUBSOIL
12 - 78"
MEDIUM SAND
NO. BEDROOMS = 4
NO LEDGE,
NO WATER, NO MOTTLING
NO. LARGE CAPACITY TUB/JACUZZI = 0
Inn WV% r ni _ n .inn r n, _ n
VV - LVV V/'S L. - V lLVV VI",L. -- V
T P #38
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE < 1 MIN/INCH
0 - 10"
TOPSOIL & LITTER
REQUIRED LEACHING AREA = 660 SF
10 - 37"
COARSE SAND
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
37 - 71"
MEDIUM FINE SAND
TOTAL TRENCH LENGTH REQUIRED = 98 LF
NO LEDGE,
NO WATER, MOTTLING ® 54"
PROVIDE: 2 TRENCHES ® 50 LF/EACH
ROOTS TO
45"
TOTAL LEACHING AREA PROVIDED = 680 SF'
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60".
o 111 11
1 UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
LOCATIONS AS SHOWN ARE BASED ON BEST
r
AVAILABLE INFORMATION. ALL EXISTING UTILITIES
SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION,
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD •ry:'-'
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION. `'y'
2
TOWN COMMENTS
HWH
"..
3. THIS PLAN IS INVALID UNLESS IT BEARS THE' a
11014100
1
1
8130%0
TOWN COMMENTS
GBS
IMPRESSION SEAL AND OR'GINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
I DA TE
DESCRIPTION
B )`
M1
{ •1
i
i3
l i
dr W, "SI
i�� tfY
� e ! ` � 1 � # -S>[
': 7� � T1. X&'2 1
r
N ��i�'�, �� y.9�'.F", 'P �l ..... * + ��' �, `< a•
5�
t
LOT #2
SOILS TESTING 6-14-00
BY S.HOPKINS & TOWN SANITARIAN
T.P.#17
0 - 9"
SUBSOIL
9 - 33"
MEDIUM FINE SAND
33 - 77"
MEDUIM SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
18"
T. P. #18
0 - 3"
LITTER
3 - 15"
SILTY SUBSOIL
15 - 30"
BROWN MEDIUM SAND
30 - 48"
FINE SILTY SAND
48 - 76"
MEDIUM FINE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
44"
T.P. #19
0 - 6 "
FINE SANDY SUBSOIL
6- 48"
FINE SAND
48 -- 75"
COARSE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
16"
LOT #6
SOILS TESTING 6-14--00
BY S.HOPKINS & TOWN SANITARIAN
T.P.#25
0 - 3" LITTER
3 - 27" MEDIUM SILTY SAND
27- 82" COARSE SAND
NO LEDGE, NO WATER, NO MOTTLING
ROOTS TO 12"
T.P•#27
0 - 8" TOPSOIL
8 - 30" FINE SILTY SAND
30 - 52" RED COARSE SAND
52 - 84" COARSE BROWN SAND
NO LEDGE, NO WATER, NO MOTTLING
LOT #10
SOILS TESTING 3-16-00
BY S.HOPKINS
T.P.#3
0 - 6" DARK BROWN SUBSOIL
6 - 26" ORANGE -BROWN SILTY SAND
26 - 49" RED COARSE SAND
49 - 83" RED SILTY SAND
NO LEDGE, NO WATER, NO MOTTLING
SOILS TESTING 6-14-00
BY S.HOPKINS & TOWN SANITARIAN
T.P. #34
0 - 4" TOP SOIL
4 - 16" SILTY SUBSOIL
16 - 36" SILTY SAND
36 - 82" MEDIUM SAND
NO LEDGE, NO WATER, NO MOTTLING
ROOTS TO 24"
PERCOLATION TEST 1OP:
TIME READING
PERCOLATION RATE MIN./INCH
SOILS TESTING 3-16-00
BY S.HOPKINS
T. P. #9
0 - 6"
TOPSOIL & LITTER
6 - 18"
BROWN SILTY SAND
18 - 27"
ORANGE -BROWN SILTY SAND
27 - 81"
LT.BROWN MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
T.P.#12
0 - 10"
TOPSOIL & LITTER
10 - 24"
ORANGE -BROWN SUBSOIL
24 - 48"
ORANGE -BROWN FINE SAND
48 - 54"
FINE BROWN MEDIUM SAND
54 - 80"
GRAY MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
T.P.#13
0 - 10"
TOPSOIL & LITTER
10 - 84"
COARSE SAND
NO LEDGE,
NO WATER, NO LEDGE
PERCOLATION TEST #2P:
TIME
READING
4:16
17.5"
4:18
23.25
4: 20
26"
4:22
28" (DRY)
PERCOLATION RATE 1-10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
PERCOLATION TEST #6P:
TIME READING
2:02 19.5"
2 04 21.5"
2: 06 23.5"
2: 08 25.5"
PERCOLATION RATE 1 10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.L.S.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
SEP11C SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 --- 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE < 1 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.L.S.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
LOT #13
T. P. #39
0 - 7"
SANDY LOAM
7 - 16"
BROWN FINE SAND
16 - 24"
MEDIUM SAND
24 - 78"
COARSE SAND
NO LEDGE,
NO WATER, NO MOTTLING
T.P. #40
0 - 5"
TOPSOIL & LITTER
5 - 38"
MEDIUM FINE SAND
38 - 58"
COMPACT FINE BROWN SAND
58- 89"
COMPACT FINE BROWN SAND
NO I FnrF
NO WATER Nr1 LEnrr,
ROOTS TO
60"
PERCOLATION TEST #13P:
TIME
READING
3: 27
17.25"
3: 30
19.25"
3: 32
20"
3: 34
20.75"
3: 36
DRY
PERCOLATION RATE = 1 - 10 MIN. /INCH
LOT#3
--- -------
SOILS TESTING 3-16-00
BY S.HOPKINS
T. P. #5
0 - 6"
BROWN SUBSOIL
6 - 25"
ORANGE -BROWN SILTY SAND
25 - 80"
FINE RED SAND W/ TRACE OF SILT
NO LEDGE,
NO WATER, NO MOTTLING
T. P. #6
0 - 18"
BROWN SUBSOIL
18 - 24"
REDDISH BROWN MEDIUM SAND
24 - 55
LT.BROWN SAND W/ TRACE OF SILT
55 - 86"
RED SILTY SAND
NO LEDGE,
NO WATER, MOTTLING ® 60"
T. P. #8
0 - 6"
DARK BROWN SUBSOIL
6 - 26"
BROWN MEDIUM SAND W/ TRACE OF SILT
26 - 54"
LT. BROWN SAND - SOME SILT
54 - 76" SILTY RFD SAND
NO LEDGE, NO WATER, NO MOTTLING
LOT #7
SOILS TESTING 6-14-00
BY S.HOPKINS
& TOWN SANITARIAN
T.P. #23
0 - 4"
TOPSOIL & LITTER
4 - 36"
COMPACT SILTY SUBSOIL
36 - 96"
MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
36"
T.P.#28
0 -- 10"
TOPSOIL & LITTER
10 - 20"
COMPACT SILTY SUBSOIL
20- 48"
ORANGE SILTY SAND
48 - 81"
COARSE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
42"
T.P.#29
0 - 9"
TOPSOIL
9 - 25"
MEDIUM FINE SAND
25 - 48"
SILTY SAND
48- 85"
MEDIUM FINE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
48"
LOT #11
SOILS
TESTING 3-16-00
BY S.HOPKINS
T.P.#7
0 - 12"
DARK BROWN SUBSOIL
12 - 24"
BROWN SILTY SAND
24 - 53"
ORANGE -BROWN MEDIUM SAND
53 - 65"
BROWN FINE SILTY SAND
65 - 84"
RED SILTY SAND
NO LEDGE,
NO WATER, NO MOTTLING
SOILS
TESTING 6-14-00
BY S.HOPKINS
& TOWN SANI TARIAN
T.P. #35
0 - 10"
TOPSOIL & LITTER
10 - 28"
MEDIUM SAND
28 - 30"
BROWN SILTY SAND
30 - 46"
MEDIUM SAND
46 - 80"
COARSE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
45"
T.P. #36
0 - 7"
TOPSOIL & LITTER
7 - 40"
LOAMY SAND
40 - 80"
MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
36"
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
kA.L.S.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
r
�.r,•�f A t
L
PERCOLATION TEST #3P:
TIME READING
3: 39 18.5"
3: 41 22"
3: 43 25"
3: 45 25.5" (DRY)
PERCOLATION RATE < 1 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL, = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE < 1 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.L.S.S. -vT
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
PERCOLATION TEST #7P:
TIME READING
1:38 31.25"
1: 39 33"
1: 40 34"
1: 41 35"
1:42 36" (DRY)
PERCOLATION RATE 10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB,/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF /LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
PERCOLATION TEST #11P:
TIME READING
3: 53 13"
3: 55 16"
3: 57 17.5"
3: 59 ' 19"
4: 00 DRY
PERCOLATION RATE = 1 - 10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL-
PERC RATE = 1--10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M. L. S. S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
IOT #4
SOILS
TESTING 3-16-00
BY S.HOPKINS
T. P. #4
0 - 12"
BROWN SUBSOIL
12 - 24"
LT.BROWN SILTY SAND
24 - 82"
RED --BROWN MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
SOILS
TESTING 6-14-00
BY S.HOPKINS & TOWN SANITARIAN
T.P.#21
0 - 26"
SILTY SUBSOIL
26 - 85"
MEDIUM SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO 8"
T.P. #22
0 - 14"
SILTY TOPSOIL
14 - 37"
SILTY SAND
37 - 80"
MEDIUM SAND
NO LEDGE,
NO WATER NO MOTTLING
ROOTS TO
37"
LOT #8
SOILS TESTING 6-14-00
BY S.HOPKINS & TOWN SANITARIAN
T. P. #30
0 - 2"
UTTER
2 - 12"
LOAMY SUBSOIL
12 - 35"
SILTY FINE SAND
35 - 82"
COARSE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
29"
T.P #31
0 - 12"
TOPSOIL & LITTER
12 - 42"
MEDIUM FINE SAND
42 - 88"
MEDIUM BROWN FINE SAND
NO LEDGE,
NO WATER, NO MOTTLING
ROOTS TO
48"
(203) 291 -8755
■
esign
rofessionais, Inc. DRAWN BY.• RA
civil engineers planners • surveyors CHECKED B Y. GBS
1 1 0 ellington road (route 30), south windsor, connecticut 060!4 DRAWING NO.: AA
� f
1 .7
„r.. y' r fs • -� .r
r-
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Y .hft
-
fb 4>+• _
�4
PERCOLATION TEST #4P:
TIME READING
2:29 21.5"
2: 30 23.5"
2: 31 25.5"
2: 32 27.5" (DRY)
PERCOLATION RATE <- 1 MIN. 'INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. == 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE < 1 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
PERCOLATION TEST #8P:
11ME READING
3:15 13"
3: 17 15.5"
319 16.75"
3:21 18.5" (DRY)
PERCOLATION RATE = 1 - 10 MIN./INCH
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = 1-10 MIN/INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 98 LF
PROVIDE: 2 TRENCHES ® 50 LF/EACH
TOTAL LEACHING AREA PROVIDED = 680 SF
M.LS.S.
N/A DUE TO NO RESTRICTIVE LAYER WITHIN 60"
7LEST POT DATA EVERGREEN ES'TA TES'
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SOUTH WINDSOR 5OUT H WIINIID.90A
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SEPTIC NOTES _
ka h
1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE SUBGRADE
' ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE
CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1 /4" PER LINEAR FOOT.
''ter 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL,
;A IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN
'i
1
FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED
IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO
TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT
IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL
AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL
TO BE DUMPED AT THE EDGE: OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES.
3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED
TO SHED SURFACE RUNOFF AWAY FROM SYSTEM.
5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED
BEFORE ANY SITEWORK IS PERFORMED.
6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND THE TOWN OF SOUTH WINDSOR SANITARIAN.
7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER
SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE
TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH
CODE OF THE STATE OF CONNECTICUT.
8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT
OF HEALTH CODE.
9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS
ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM.
10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS
PLAN, THE INSTALLER SHALLSTOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE
DESIGN ENGINEER IMMEDIATELY.
11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE
AS SOON AS POSSIBLE.
12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE
RUNOFF AWAY FROM THE SEPTIC SYSTEM.
13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFTER THE FIRST 12" OF FILL HAVE
BEEN PLACED AND COMPACTED.
14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE
EXCAVATION FOR THE TRENCHES.
15. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR
SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL.
SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED.
16. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM
OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY
THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER.
17. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT.
INLET -
-MANHOLF EXTFNDFD TO GRADE -
(REQUIRED IF FILL OVER TANK EXCEEDS 12")
MANHOLES
LET BAFFLE
CONNECTION AT MID DEPTH
2/3 REQUIRED CAPACITY IN
FIRST COMPARTMENT
1 /3 REQUIRED
'ACITY IN SEC(
COMPARTMENT
LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH
TWO COMPARTMENT SEPTIC TANK
N.T.S.
OUTLET
-OUTLET FILTER DEVICE
GAS DEFLECTOR
IF To 12r
GRADE
TYPICAL CLEANOUT
NOT TO SCALE
I TRAPROCK
UNDER BEND
ii:si�,•.. � �t�, ai4
• •'
FLOW -_
t' T �4 ! tC�
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1 d.
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EARTH OR
STONE ANCHOR
PILE
CB GRATE
FILTER FABRICV11
1. EXCAVATE ATRENCH 4'
DEEP AND THE WIDTH OF A
STRAW BALE.
FILTERDE
FABRI
CB TOP
NOTE:
REMOVE CB GRATE. PLACE FILTER FABRIC.
REPLACE GRATE TAKING CARE NOT TO
DAMAGE FILTER FABRIC. ANCHOR
WITH STONE OR EARTH PILE.
STORM SEWER STRUCTURE
FLOW
ANCHOR NTH TWO 2"x2"x3'
STAKES IN EACH BALE
HAYBALE INSTALLATION AT CATCH BASINS
N T S
1' Min,
�X f
%\
jBuilding Paper
1' Broken Stone
or Screened
Gravel,
:T D:O.T. 2" STONE TO BE PLACED
R FILTER FABRIC MATERIAL
SEDIMENT AND EROSION
:T FOR PAVEMENT WIDTHS
EDGE OF PAVEMENT
THRU STREET
ANTI -TRACKING APRON
N.T S
TYPICAL LEACHING GALLERY
CONSTRUCTION
NOT TO SCALE
EXISTING
PAVEMENT
SECTION
oz i
z
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN ARE BASED ON BEST
AVAILABLE INFORMATION. ALL EXISTING UTILITIES
SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
¢
1014100
TOWN COMMENTS
HWH
� . =
'
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3
9118100
TOWN COMMENTS
HWH
2
8130100
TOWN COMMENTS
GBS
1
8123100
TOWN COMMENTS
GBS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
'. - a ,. •f '• .�" ,W' "�•A t..y. ti'i•1-�, , ♦o: 7, L. '. ,,'. - :,. T '.' ,�' H. •.•.•.�• -'i�i' ", . iVw a� !, t1 L' L' l•Ci•W�F,' •oil r " ea:'. .
F
s .• a
;.� .,r i%, -, 'i •" i �. a:. .. -,.. �:.: 9 '•Aq°iic`. �.:'l.-_'•3,.• 1"..:.:i L. ? tiri _ r
- '=.�z -xas.11smneb
STRAW BALE
2. PLACE AND STAKE STRAW
BALES, TWO STAKES PER BALE.
BINDING WARE OR TWINE
p PACKED STRAW
0
PLAN VIEW COMPACTED BACKFILL
4. BACKFILL AND COMPACT
3. WEDGE LOOSE STRAW II I THE EXCAVATED SOIL AS
BETWEEN BALES TO CREATE f {LI i i II SHOWN ON THE UPHILL SIDE
A CONTINUOUS BARRIER III 11! I�ly I OF THE BARRIER TO PRE-
VENT PIPING.
I,I S .IS 1
I
II►�11�111�1111��1191II�II III�111111�1►II��II�I►I�11
II►�I Iglll� I I III � 1111II� I I
I
BOTTOM OF
DRAINAGE WAY
PLAN VIEW
A J u V ELEVATION AT POINT A SHOULD
BE HIGHER THAN ELEVATION AT
POINT B.
CROSS SECTION
BALED HAY OR STRAW INSTALLATION
N.T.S
1. SET POSTS ANDj
2. STAPLE THE SILT
ANGLE POSTS
EXCAVATE A 6"x6" TRENCHFENCING
TO THE
5' UPSLOPE
-POST UPSLOPE FROM POSTS.
END OF THE POST
FOR STABILITY
FEAND
SELF-
CLEANINC.12"
MIN.
I
- _j-
T 1-
3. ATTACH FILTER FABRIC TO
4. BACKFILL THE
FILTER
S WOODEN POSTS AND EXTEND
TH
FABRIC �\
ITINTO
TRENCH
HE
TNEXCAVATED SOIL.
BACKFILL
CONSTRUCTION OF SYNTHETIC
FILTER BARRIER
N.T.S.
CUT AND SEAL JOINT WITH TACK COAT M 04.01
112' (COMPACTED) CLASS 2 BITUMINOUS
'ONCRETE SURFACE COURSE (OR
1ATCH EXISTING, IF GREATER) M 04
1 112' (COMPACTED) CLASS 1 BITUMINOUS
-CONCRETE BINDER COURSE (OR
MATCH EXISTING, IF GREATER) M 04
BASE COURSE TO BE MIN. 2" THICK
IF PLACED BETWEEN OCTOBER 15 AND
APRIL 15.
6' (COMPACTED) PROCESSED TRAPROCK
BASE.- M 05.01.
6' (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M•02- GRADE, B
(❑R PROCESSED TRAPROCK)
NOTES
1. ALL SAW CUT AND SEALED JOINTS TO
BE EITHER PARALLEL WITH, OR PERPEN-
DICULAR TO, THE CENTERLINE OF
THE PIPE.
2. ALL MATERIALS ARE TO MEET
FORM 814A, AS AMENDED
PAVEMENT WIDENING
DETAIL
NOT TO SCALE
• _ f
U
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY
THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE
PERMANENT VEGETATION IS ESTABLISHED.
2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36"
4. ALL EROSION CONTROL MEASURES ARE TO BE INPSECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR
WITHIN 24 HOURS OF A STORM EVENT
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
OFF►CAL
6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS
AGENCY.
7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
REQUIRED.
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.
POSSIBLE
9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY
RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE
FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH RATE:
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERRENIAL RYEGRASS 1 0# / 1000 S.F.
10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
/lD l�Df1CD Cfl OV TLJC DDl� IECT ENGINEER 00 TLJC DDl�DCR I n AI Tl�%A I A
nD nDnC I7n UL HE PROic 11 I_I`IVIINLLn VIA InL. rF'%V1 CIS LVS.,ML IV17IV MVLIN I.
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. SPECIAL MULCHING FOR DRAINAGE BASIN
PREPARE SOIL BEFORE INSTALLING NORTH AMERICAN GREEN S75 STRAW BLANKET (OR EQUIVALENT)
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" BY 6" WIDE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING.
ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW
THE EDGES OF PARRALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP.
WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END
(SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA.
APPROXIMATELY 12" APART.
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
MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND
MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE
OF WATER TO IT.
8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC
AS SHOWN IN THE DETAILS.
9. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS
FOR LOAMING AND SEEDING.
10. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING
SCHEDULE.
ESTIMATED START DATE FOR CONSTRUCTION - FALL 2000
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING, 2001
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,
PERMANANT 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 SO. 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 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
(203) 291 -8755
Manion DD�afL��
Cr
ofessionals, inc. DRAWN By RA JOB NO.: 127J
civil engineers • planners • surveyors
CHECKED BY.• GBS DA TE. 7114100
1170 ellington road (route 30). south windsor, Connecticut 06074 DRAWNG NO.: AAJOB/1273/DETA/LS.DWG
EVERGREEN ESITA TES
Windsorvilllle Road �
Green Lane
SOUTH IHI WINDSOR SOUTH Il+VFNDSOR
SHEET
14
15
Fi'
,`- �of _ _ _ -
r zvs •'77,
bhah ,LaKt , 1 r. 'G� Kj.`^ry I.,#, 't y <-- , f 1, �,,.. -
`l I ` ,L,� �
YES`+ i .f` •r i -1: I1
t4 (i � I � 1 � 3 ? � � .4 ..�� • � -.n 4� r' a i..
y � : '�Q' "• .,k ICI` _ ..r , i ' } >• •,.
2-14X
„rt TOP OF I
. 71. 1, 67�, T1,
r �-�— CAST CONCRETE UNIT
y�y x ADJUST FRAME ELEVATION
WITH CONC. BLOCKS OR
35• ... :. / BRICKS, 6' TO 12-
4. y, ... 3 5 8"
+ 2'- ALL JOINTS TO BE
POINTED FLUSH & FULI
7 I 7
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
,1
2' MIN. POURED CONCRETE OR
PRE CAST SWMP OR SLAB
--(OR EQUAL) 3500 PSI
* 6' OF 3/4' CRUSHED
STONE
,_ •NOTES
I. M w r4u= OVER TOP
FRONT ELEVATION SHALL BE ram•
2. WAIL THIC MESS SHALL BE SIDE ELEVAIION
SUFFICIENT TO MET HS 20 LOADMIG.
3. WALL THICKNESS FOR STRUCTURES
OVER IV HIGH IS 12* FOR CONCRETE
BLOCK UNITS. INSIDE DIMFNSICNS
REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLASH IA1Ft
INSIDE WALLS.
5, ALL BRICKS SHALL BE CONCRETE.
TYPE "C" CATCH BASIN
NOT TO SCALE
DIMENSIONS
DIA.
A
B
C
D
E
F
R-1
R-2
12'
4'
2'-0'
6'-0 3/8
6'-0 3/8
2'-0'
1'-7 15/16'
V-0 1/4'
9-
15'
6'
2'-3'
3'-10'
6'-1'
2'-6'
24 5/16'
1'-0 1/2'
11'
18'
9'
2'-3'
3'-10'
6'-1'
3'-0'
2'-5'
1'-31/2'
Y-0'
24'
9 1/2'
3'-7 1/2'
2'-6'
6'-1 1/2'
4'-0'
2'-9 3/16'
1'-4 13/16
1'-2'
30'
1'-0'
4'-6'
V-7 3/4'
6'-1 3/4'
5'-0'
3'-1'
1'-6 1/2'
1'-3'
36'
1'-3'
5'-3'
2'-10 3/4
8'-1 3/4'
6'-0'
3'-11 13/16'
2'-0 5/16
l'-8'
42'
1'-90
5'-3'
2'-ll'
8'-2'
6'-6'
4'-5 7/8'
2'-3 1/2'
Y-10'
48'
2'-0'
6'-0'
2'-2'
8'-2'
7'-0'
4'-8112'
2'-41/2'
V-10'
Y .A
T fJ
PLAN
POURED CON(
RIj'
f
SECTION Y-Y
ANCHORED TO CULVERT END 1 '
END VIEW
SECTION X-X
NOTES
JOINTS SHALL DE TONGUE AND GROOVE OR DELL AND SPIGOT
AS REQUIRED TO COWDRM TO PIPE.
WALL THICKNESS SHALL CO IORM TO PIPE THICKNESS.
STRUCTURE SHALL DE PLACED ON EXISTING SUITABLE COMPACTED
HATUnAL OR 12' GRAVEL RASE
CONCRETE CULVERT END
NOT TO SCALE
'
T
SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01
1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS
-�
CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER) M 04
EXISTING
f3F'
PAVEMENT /
�hT
l-q f
•f'.'`
2' OR 1 1/2' (COMPACTED) CLASS 1 ❑R 2 BITUMINOUS
—CONCRETE BINDER CURSE ( OR
rr`
MATCH EXISTING, IF GREATER) M 04
a
°A
6' (COMPACTED) PROCESSED TRAPROCK
k
�'
A� A
BASE.- M 05,01.
".
G' (COMPACTED) PROCESSED GRAVEL
- •: % ''
�' -0.
..
'.
SUBASE OVER COMPACTED SUBGRADE
yk'I_
:.
(TRENCH BACK FILL) M,02- GRADE, B
,•
'
(❑R PROCESSED TRAPROCK)
I.
NOTES
12-
�MIN,�
1.
ALL SAW CUT AND SEALED JOINTS TO
MIN.
TRENCH
BE EITHER PARALLEL WITH, OR PERPEN-
j-
WIDTH
DICULAR TO, THE CENTERLINE OF
.
VARIES
THE PIPE.
'
SEE
TYPICAL 2.
ALL MATERIALS ARE TO MEET
lTRENCH
FORM 814A, AS AMENDED
SECTION
SECTION
PERMANENT
PAVEMENT
PA I LHING
DETAIL
/
NOT TO SCALE
y
o M
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z
LOCATIONS AS SHOWN ARE BASED ON BEST
m
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
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
ACTUAL DEPTHS & MATERIALS SHOULD
BE: BASED ON A PAVEMENT DESIGN FOR EACH ROAD.
0'MI
DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER.
ALL TO
heCONN.
D0TI SPECIRFICATTIONST
EDGE OF PAVEMENT
¢
PROVIDE ALTERNATE 'PULLOFF'
50' - 0' RIGHT OF
WAY - LOCAL FORM 814A AS AMENDED
Li 3
15' MIN,
AREA IF DRIVEWAY GRADE IS
GREATER THAN 10%.
I
25' LOCAL
25' LOCAL
Ld
10' _ 10' _
15% GRADE _ IN
..
z
TRANSITION
MAX
z
J
W
W
-
5
WUj
~
N
NOTES,
1. REFER TO TYPICAL ROADWAe
N
SECTION FOR GRADE RELATIONSHIP
13' LOCAL
BETWEEN R.O.W. LINE AND GUTTER LINE.
1'
13' LOCAL 12' LOCAL
R.O.W.
S' CON(.
_ 1,
2. MAX. GRADE OF 15% STARTING 10'-0'
SIDEWALK
' S' CONC,
BEYOND TOWN RA.W. LINE.
S�Oa
SEE DETAIL
SIDEWALK
POINT OF 12' SFF
DETAIL
APPLICATION __, S 1
I OF GRADE Cdpf
3,1 M
3/8' 1'
3/8' I' BIT CuaD 1/ •,1' 1/4' 1'
d
SIDEWALK of
ReSf�EtiT
Isr. Max
R£SrOF
GUTTER
4' TOPSOIL & _J
SEED
z L4' TOPS❑IL & rM(yy
SEED Mra�
MAX SLOPE
5%
10,
10,
Wi
1-112' BITUMINOUS CONCRETE CLASS 2 GRASS STRIP
I RANSIIION
6' PROCESSED TRAPROCK BASE
Z SURFACE COURSE (COMPACTED) AND RESERVED FOR
(COMPACTED) MEET GRADATION M05.01-1
LE 1-112' BITUMINOUS CONCRETE CLASS 1 HYDRANTS,
6' MIN BANK RUN GRAVEL SUBBASE
BINDER COURSE (COMPACTED) POLES, ETC,
OVER PREPARED SUBGRADE (COMPACTED)
FOR LOCAL ROADS IF PAVING IS DONE
SAG CURVE IN DRIVE
MEET GRADATION OF M2.06 GRADING B
AFTER OCT 15 OR BEFORE APRIL 15
2. OF BINDER COURSE SHALL BE PLACED.
NOTE- FOR REPLACEMENT
DRIVEWAY, PAVEMENT MUST HAVE A
V LIP OR POSITIVE DRAINAGE TO
2' BITUMINOUS CONCRETE CLASS 2
ROAD.
SURFACE COURSE (COMPACTED) AND
-2' BITUMINOUS CONCRETE CLASS 1
(COMPACTED)
FBOR COL ECTOR ROADS
CSIDEWA _
10,��--
10,
it GUiiER
W
_�
TRANSITION
TYPICAL
ROADWAY SECTION
W
u
MAX 510� -- --
5X
NOT TO SCALE
15% MAX
eI:7 � i►� i�I �I:i�l � i 17 �l :i l�L
PIPE
SIZE
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'
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
30'
20'
13'
3'
2'
2'
9'
3'
6
22
36'
22'
16'
3 1/2'
2'
1 2'
9 1/2'
1 3 1/2'
7'
33
3 11014100 1 TOWN COMMENTS HWH
2 181301001 TOWN COMMENTS GBS
1 81231001 TOWN COMMEN TS GBS
NO. DA TE DESCRIPTION BY
A
EXISTING GRADE
A
PLAN
EXISTING GRADE
OR OTHER SURFACE
MATERIAL
,-,_FILTER FABRIC
(SEE NOTE)
/ ZENDWALL\-18' INTERMEDIATE
OR FLARED END 6' BANK RUN GRAVEL RIPRAP
SECTION A -A
NOTE:
NOTE:
THIS IS A MINIMUM SIZING FILTER FABRIC SHALL BE NONWOVEN
OF RIP RAP AND SHALL BE IN CLASS 2, WITH PERMITTIVITY OF
ACCORDANCE WITH DOT OR 0.5 TO 0.1 SEC' AND AOS OF
NRCS METHOD 0.43 mm TO 0.22mm AND SHALL
MEET AASHTO M288-96
ENERGY DISSIPATER
NOT TO SCALE
FINISH GRADE-Srwo.Jo
ntAl! ND 07.01
,e•-� _.._—ADJM TO GRAK MITI
✓a - 1 I IAOY�. % ATE W.MCIE tDIX
9
D 11 G �❑ ®
a
®
®
cm
®❑a
C n
A
®
®
®
0 ❑ ®
®
®
®
® ❑ a
2' BROKEN STONE
e
gel
®®®�
. 4'
� o❑®®®®®❑a
9e®®®®®❑®®®®®CIO
efN
a/
0
a❑ ®
19
®
®
®❑0
oaw
®
®
®
®
®
4c'��'
4•)e4 4'
�
---
8'-0'
OIA
-----
-2'--
�~
-- ----
8'
3' OIA
-._.
__._
NI Around
DRYWELL
INSTALLATION DETAIL
DP.YWELL TO BE ARROW B FOOT DIAMETER PRECAST - HEAVY 7UTY
I OR APPROVED EQUAL
MTL
STREET LINE R.O.M.
1'
- VARIES 4' -
MEET TOP DF CURB, OR EDGE OF I- 6' - 6\ RVES
PAVEMENT IF NO CURB EXISTS 1 IP 3,1 MAX
1/2'•1'
1/4 ,1
RESIDENTIAL
L4'
TOPSOIL 6 SEED
MATCH EXSESTING
4 TOPSOIL 6 SEED
GRnLINn
W PROCESSED OR SANK RUN GRAVEL
MEET GRADATION OF MP.06 GRADING B
OR M5.01.1.
5' CON(. Sn1EvALK
(8' CON(. AT DRIVES WITH 6'X6'X1O/I0 WIREMESH)
1 YrIh,ML JD UEryAL1N
Ur- I AIL
NOT TO SCALE
.At.
0'-B 5/
—4'-6 3/8'
13/16'
— 3'-1 3/4'
FRONT
-Type "C-L" top and
13/16'
STANDARD PRECAST
CONCRETE UNIT
-8
10' ORIFICE
16.10
14.60
4' ORIFICE
15' OUTLET
MODIFIED RIP RAP PAD
Class "A"
'\ Concrete
\ SIDE
CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED
AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH
MINIMUM 1/2'X3' STAINLESS STEEL BOLTS
NOTES:
1,
ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT
Type Top
" "A"
2
LADDER RUNGS SHALL BE PRO -
VIDEO IN CATCH BASIN WHERE
with Typeype grate
HEIGHT OF STRUCTURE EXCEEDS
8 FEET
It
3.IN
SANDY SOILS APPLY DAMP-
PROOFING ON ALL fOVP 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
112' SMOOTH STEEL BARS
PIPE OUTLET FROM THE CATCH
4'X8' OPENINGS
SPOT WELD e EACH J❑INT
BASIN.
I28'
5 WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3'.
I`._-_ -
NO PROJECTION SHALL EXTEND IN-
36'
SIDE OF LIMITS.
7 ADJUST FRAME ELEVATION
TOP
WITH BRICKS 6" TO 12'
8. PROVIDE MINIMUM 2'-0' OF
COVER OVER PIPE AT BELLS
9 PROVIDE 6. OF 3/4- TRAPROCK
UNDER EACH STRUCTURE AT BASE.
10. TOP GRATE SMALL BE SECURED
TO FRAME.
DETENTION BASIN OUTLET
NOT TO SCALE
NOTES-
!. TACK COAT TO BE APPLIED
PRIOR TO CURB PLACEMENT AS
REQUIRED BY TOWN.
COATING TO BE APPLIED PER
M 04.01.1C14. FORM 814 A
TYPE 'K2' BIT, CURB
BITUMINOUS CONCRETE
UP CURB SECTION
NOT TO SCALE
I
I
DEPTH TO INVERT
VARIES SEE PROFILES
6' 1M N
(203) 291 -8755
Cpesign
rofessionals, Inc. DRAWN By RA ✓oB No.: 1273
civil engineers planners • surveyors CHECKED BY GBS DA TE: 7114100
1 170 e llington road (route 30), south windsor, Connecticut 06074 DRAW/NG NO.: AAJOB/1273/DETAILS.DWG
I . D. i 2'
MIN
i
12'
MIN.
12, 12'
�I
I - �Dj
000000000000000
O O 0 0 0 0 0 0
ED
PROPOSED Q" -
__PAVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
WARNING TAr'- MITI 11'
MAX 24' ABOVE PIPE
APPROVED BACKFILL PLACED AND
--COMPACTED IN 12' LAYERS
(OR AS OTHERWISE APPROVED)
NO STONE LARGER THAN 3'
`.RAND BEDDING PLACED AND
�`-COMPACTED IN G' LAYERS
NO STONE LARGER THAN 1-112'.
MATERIAL SHALL
MEET D.O.T. M2.05
BEDDING ON SUITABLE NATIVE MATERIAL OR
3/4' CRUSHED STONE BEDDING MATERIAL
IN ROCK EXCAVATION OR IN UNSUITABLE
MATERIAL AS DIRECTED BY THE ENGINEER.
MATERIAL SHALL MEET D.O.T. M.02.1
FOR 3i4' STONE,
BACKFILL TO SPRINGLINE OF PIPE.
WITH 3/4' STONE WHEN USING
POLYTHYLENE OR CPP PIPE
STORM DRAIN
TRENCH DETAIL
NOT TO SCALE
EVERGREEN ES TA TES
Windvorville Road �
SOUTH WYND OR SO UTH *71 VL WR
SHEET
15
15)
.. a ,'..: -. s- .. �: :i,. :_�: '.•: a.u.. .." ,iPxi u'+" -
ps i
yam_; - � z . x s •,#?` - •� .7'. 7 _r 1. '..'fir.: •. S
a
f . - :3• '.." .. 5 r.a '1� , ..M S V:4 ..,. .... P .. i.. } _ ., '. r. O
r.. ♦ ,,y �. 4.,y, .9 r -r �. v r-Y _ r / r .. e. . Ar _ t • a
4 .
r
1
» i
c.• t♦ 1 J n c. r r'a F a - s i5[ . /, r., t ^'�hTS s,, r
RN
.�*.� r{� .�!. �. :•1�. ✓•.-. ... �,' ,..fir. ... Y-. '.'k _. s .. i '. .•.i ...a.. 1'_. e.. 2Y �- n �1'..
<
a
'Y I.
ANDSCAPE LEGEND r
A.'"' PLANT MEADOW MIX GRASS SEED
MIX. '
B. PLANT BULL RUSH OR SOFT RUSH �! '
¢r �PAPT1 4' nN rF-NTFR.
C. INSTALL MIN, 12" OF TOPSOIL
AMENDED WITH FULLY COMPOSTED ''J
VEGETATIVE MATTER TO COMPRISE o ,
r 30% OF THE TOTAL VOLUME,
fDC AS O�FO
CO
1
Ft LOT 1
0.91 ac. \
3 PP
.>. 23 VP
C 1
AGM
23 VP ,.
PP
\ \` /. / 1 •f nDAIAIA!]C GACC►ICI•I
CT APA ° , \
INDS O HE TOWHE
TOWN OfS. rr,, SO t_nt t n.vORat
/ / S H '
(
2 0 T # 13QR, \
80,169 sq. ft
1.84 ac. t, /' I\ \ , ?0' SiP \ \ \ • o ' �� .` �/ ,' / } c�
TO N Aq FFS CB 16 , `/ 3
OF
6
N Off. £qS f
HfpOpOS SOUrH£NT 3 P P � -
RO y. F 0 ? N'GVOSO4 VOR or
\ \
ISW7NNDSOR
Ned'/ ..
I \ ,
LOT
I . , 41,265 sq. fit.
0.94 ac.
\ \ f
' � J
I I I
I ,
t \\ I
\
AG
N/F `
ft.
9Y--' - 1,
A N U E L R . Bc 43, 3�4__sq. - - _ _ ` \ . f i AGM
\T \
�99
0SA E. SALINAS N/F- C.Ar
THERESA RICCI P'
HFOGPOP
OS
�� f4sFM 1 O 41,546 5,q. ft.
Fp / , \ , • ` T \ \ \ ' 0.95 'aC. ,' WIDE STHRTi7iJE
KEXISTI
-TO DE FI °
-TO FIELD LOCAT
(TOWN STAFF TO ER*E
XISTING TREE \ \ I op,
PLANT LIST
^/�
•IVI or N /F
SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY C❑❑1ENTS ` P'P ` \
SCOTT A. M OO.RE ,'' `PROP \; OT # 1'0 `3' \
OSFO \ 1 l �� t
AGM Acer saccharur�l Green Mountain 2-1/2"-3' capper 16 B&B r,, ?O, � � 4 sq.
'Green Mountain" Sugar Maple ; � r/\ , 4 �� _O.
PP Picea pungens Colorado Blue 6-7' height 17 B&B / \ r - - _ - - / \
"Colorado" Spruce _
I PROP
11 ` FRO 0 4
N /F _
FP Fraxinus Marshall's Seedess 6-7' height 14 B&B
HARVEY R. & ,
� ' W[ T'PATH �
O THRDU6H 4DI1�
-1/2" - 3" cal, 13 B&B LEGEND DEBORAH M. FINE ~° TMM STAFFED PRESERVE_ \\ ' - LOT # 9''
QR Quercus rubrum Northern Red 2_
/ , \ . \ EXISTING _ ) 43, 741 sq. ft..,-
J EXISTING TREELINE \ is \ 00 ac.
VP - cont.
\ / -
Viburnum pllcatur'l Shasta 1 �. r 1 1/2' 2' spread 46
_�.. '�w„-, 'r �� PROPOSED TREELINE
+d)<' �' . -_ / � �r -r x'?7�'YrA�"•.�)'i;'.� ,IS>,f�+, / � ,A �,� e 1 "h �I,r\ a u71,''.'�` : '��,> .� -
,r. i 1 w , iry S _ F r<�
t aa• <-n `-•1j�vr: � ,,;., . r ' •_ .:+',��"i �* . r. ,�� . ,t.. xx-�cr�t!�f''': aA,,�€rtir" • ., `''s' "� ,:,t�+';�', �:t:
T
o 1
z
sc
1. UNLESS OTHER"SE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
REVISIONS
5
10/18/00
TOWN COMMENTS
HWH
4
10/4/00
TOWN COMMENTS
HWH
rn
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
9/12/00
TOWN COMMENTS
KMI
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
2
8J30/00
TOWN COMMENTS
GBS
1
8 /23/00
DETENT PLANTINGS
CBS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
NO.
DATE
DESCRIPTION
8Y
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
'
v I
1
,
�I
,
860.291.8755
GRAPHIC SCALE L 1&.=CA i R m
tI esign
( IN FEET ) &rofessionals, Inc. DESIGN.- KIWI DRA WV: KMI CHECKED:
I inch = 40 ft.
• Civil Engineers • Planners • Surveyors • CIS JOB NO.: 98-1273 DATE- A//y 14, 2000
165 south satellite road south windsor connecticut 06074 DRAWING NO,: c. aaob 991273 L 1.DWG
PROPERTY SURVEY/RESURVEY PREPARED FOR
EVERGREEN ES TA TES
Lane
SOUTH WRNDSOR CONNECTICUT
SHEET
L
j
0
1
i
1
1
N /F
OWN OF SOUTH WI N :.E.SHEPARD
OR
X
j^ f N /F
CO
`vyI
Mv
Ta �L 4i-• �� �• r
T
; sl+ % .1 t
CAL NAME
char1_ar
Mountain"
.Angens
ado"
ercus rubrum
i
PLANT LIST
COMMON NAME SIZE
Green Mountain 2-1/2"-3" caliper
Sugar Maple
Colorado Blue 6-7' height
Spruce
Marshall's Seedess
Northern Red
Oak
6-7' height
2-1/2" - 3" cat
LOT
41,265 sq. ft.
\
?0, \
MIkv \ \
QUANTITY COMMENTS
16 B&B
ft% '*-``
pOSf 0 72*o,
\
N /F
MARY B. SHEPARD
/
J.E. SHEPARD CO.
0
c0rne`
e
\ oser?7en t
\ \ \ 20.44'
\ \ r \ yfOG� �poSFP _
W!�
�AS� Nr
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LOT # 7
.54.5,924 sq. ft.
7.89 ac.
IRRIGATION PIPE EASEMENT IN FAVOR OF
HORSESHOE LANE ASSOCIATES, LLC
80'JwA reR
co(J
Rse se
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SOUTHERN CONNECTIC(
RAIL ROAD
)THERWISE NOTED, EXISTING UTILITY
REVISIONS
� 860.291 • 8755
PROPERr, ;URVE"'pESURVEr PREPARED FOR
SHEET
+S SHOWN, ARE BASED ON AVAILABLE
'ON 4LL EXISTING UTILITIES SHOULD
GRAPHIC SCALE
�
[� �C ° a
VER Ir7liED PRIOR TO CONSTRUCTION.
0 20 40 803
EVERGREEN ESTA TES
UTILITIES ARE TO BE STAKED IN THE FIELD
LICENSED ANC SURVEYOR PRIOR TO
.
IOi18/00
TOWN COMMENTS HWN
� �
Resign
ofesslonals inc.
�'V81&6��YPtv11%l�c£� �2�a�tc� *�
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10/4/00
'RUCTION.
TOWN COMMENTS HWH
( IN FEET )
9
DESIGN: KM/ DRAWN.• I l CHECKED:
,
77
'Gree, Laaea
;HIS PLAN IS INVALID UNLESS IT BEARS THE
1
9/12/00
TOWN COMMENTS KMI
1 inch = 40 ft.
Civil Engineers ' Planners • Surveyors ' GIS
JOB NO.: 98-1273 I DATE'• July 14, 2000
NO.
DATE
'RFSSON SEAL AND ORIGINAL SIGNATURE
^-'- PROFESSIr.NAL ENGINEER/SURVEYOR
DESCRIPTION BY
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DRAWNG VO. C: `00j66 �9)127.3\L2dWg SOUTH WINDSO�' -'� -✓�+A,{ U
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A. PLANT MEADOW MIX GRASS SEED '
. t
MIX, ``` / /', \--'~`t � r' ``1♦\
B.t , t N / ") i
~y SHEPARD CCU„
C. INSTALL MIN, 12" OF TOPSOIL -_" �.�.
AMENDED WITH FULLY COMPOSTED
MATTER T❑ COMPRISE
VEGETATIVE
30% OF THE TOTAL VOLUME,
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41,546 sq ft. \ J' - -GAF?;` 147.0 ,a F.F: .49.0
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PLANT LIST 0 . F _.0 / , /7T- ` _ a> a
N/
\ \ tVol\
QUANTITY CO ENTS / ,' - ` ♦ S,iP6 i ,16�•__
t •. ` NV..I61.50 AFKt��1. - ✓\` .ICJ
SYMBOL BOTANICAL NAME COMMON NAME SIZE���'�" A• M OORE ,' / t-+/oil' / •ti ev s4 r .., ,.r, / �� �W ? o. `P °' 4 oao cosE. ♦ \,
/ t ROpO , IFS �. r �.t� �.- PVC or. 'ss.o
i�o B&B s�
Green Mountain 2-1/2"--30 catiper / I - _LOT # I
r saccharurn �`'� z0' TP 34 ' F�G� �` \ O ,N�•ta0.p0 ,�°• 20. S®t
AGM Ace ° �� 1 \ s• As2
� t
'Green Mountain" Sugar Maple f j �� /� (� F{ " \ NV t
G ti� , //I`\ I 1 1'���j/�J�'_+i� / I J \? ryA 41 j 797 sq. p ,N Wi P Nv...5260 IO LF VC `
6-•7' height B&B t ^ ,�C1(, \S Z367L ,250 GALLON SEP, 0 t.OS
r� 'p t� L \
t sn C)t, t.,, tN.1CSNG L ntorado Dtue g t 11 t�. pRol�O� (INSTALL 2 ROWS OF
HMH-GkCLERE \ ` / 1 �� �INv�:14>.6T+N l ! 1 as ,
-,Colorado' Spruce (SEE DETAIL) \/ ,j J `1 tdzso Wi
\ l/ J � NT _. t Y • �:OPEi\ sPgce bct:E wAY
G \ .r
N/F
Marshall's Seedess 6-7' height + B&B / -
FP Fraxinus H AR VE Y R, 8c LOT o"
h ` ` ♦ THRtx16F N£XIT,
LEGEND D E B O R A H M . FINE E70Xt1SR7t SNTG i2ESf?'t►.�,�..,, ''' ass Y 43,741 sq.' J ft.
QR us rubrum Northern Red 2-1/2J- 3cat. q B&B .� 1.00 ac. / J � <`i .,, _ '•
`
- -
Oak EXISTING TREELINE , t• �� \ , . /I)
i aturt Shasta 1 1/2'--2' spread cont.
cost. ��- `Y '\ _
VP Viburnum plc `1►..�.,i PROPOSED TREELINE ` I
860 291 875b \ JRVEY PREPARED FOR: SHEET
�. UNLESS OTHERWISE NOTED. Et�IS1iNG uT1uTY - REViSi4NS
tiwH GRAPHIC SCALE LAM SC AP PSI \ \ TES
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 to/t8%00 TOWN C4?AMHNTS 40 esign ' j l 4 tJ
INFORMATION. ALL EXISTING UTILITIES SHOULD 4 0o TOYiN COMMENTS Hwrt o Zo r8 so v .'
t" BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 ro// KMI rof ssional , inc,
2. RLL utrG(T7Es ARE TO 8E STAKED IN TiiE FIELD 3 9/12/00 TOWN COMMENTS ��� ������ �®��
BY A LICENSED LAND SURVEYOR PRIOR TO 2 8/30/00 TOWN COMMENTS Gas
as IN FEET) DESIGN. KM/ ORA4YN. KM/ CHECKED.
corlsTRucTTON. � 8/23/0o DETENT PLANTINGS Gas �. inch = 40 it. � Civil Engineers •Planners •Surveyors CIS J08 No.: 98--1273 DATE.• July 14, 2000 ���
3, THIS PLAN IS INVALID UNLESS I7 BEARS THE 8,, 165 south satellite. road south Windsor Connecticut 06074 LDRAWNG NO.: c, oo bb 991273 L1.DWG `�� �� C0NNECTICUT
MONO
IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIPTION
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE
T-- _ - - - - - - - - - - - -- - -- - -- - - ---
N /F
OWN OF SOUTH WINDSOR
BOTANICAL NAME
Acer saccharum
"Green Mountain"
Picea pungens
"Colorado"
Fraxinus
Quercus rubrum
PLANT LIST
COMMON NAME
Green Mountain
Sugar Maple
Colorado Blue
Spruce
Marshall's Seedless
Northern Red
Oak
SIZE
2-1/2"-3" caliper
6-7' height
6-7' height
2-1/2" - 3" cal.
_ /
IRRIGATION PIPE EASEMENT IN FAVOR OF
HORSESHOE LANE ASSOCIATES, LLC • • •----••�%• /
2-6
N /F
MARY �B. SHEPARD'� .
QUANTITY COMMENTS
5 B&B `'�•.� ` �/
N /F
SOUTHERN CONNECTICI
RAIL ROAD
o, X
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
860.291.8755
PROPERTY SURVEY/RESURVEY PREPARED FOR:
SHEET
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
tA1CADlI AY1A1.1 At 1
14.D A nX-77l+ Q.04 A Y Vf
__ ®
i'I n mnrK aka -ma n Iin1F� ii"% n fa rxn
1lvrvronn FlvFv. n�1. f.n:.�1F1vv vflu flcJ Jnvvl.V
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
i.711t'lr llllr 1>V�'1LtPJ
40 0 20 40
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�j \�(�Ii�)[i�f/ \{►�� t,-�li /._\1:�Y1�/./Y
ra �s•s v1�.r �✓iJ alN u i�Lii)L1 V
/.�./y
L A TES
v"•
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
ro f ess ine,
V� 1� „jJorV1,mej 0af,tCttL2
�yJj�l� (jAy j(f( ,((j) (uj
3
10/18 00
TOWN COMMENTS
HWH
CONSTRUCTION.
10/4/00
TOWN COMMENTS
HWH
IN Fm
� �
j
$DES/GN.•
KM/
DRAWN• KM/
CHECKED.
3. THIS PLAN IS INVALID UNLESS IT SEARS THE
1 inch = 40 & Civil
r! Planners Surveyors C!S
Lame
1
9/12/00
TOWN COMMENTS
KMI
roe NA: 98--1273
DA :• .Ju/y 94, 2000Green
NO.
DATE
DESCRIPTION
BY'
DRAWING NO.: C.' as ob 991273 L2. dpp
1MPRESS40N SEAT AND ORIGtNAL SIGNATURES®UTJHt
THE PROFESSIONAL ENGINEER/SURVEYOR.
65 south satellite road • south windsor • connecticut 06074
WlI�J1�S"�®I1,8, CONNlEcC'I IO UTOF