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TOTAL AREA OF r w�+s ►� �
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CO LIMITS OF SUBDIVISION II 86 v
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TOTAL PARCEL AREA = 30.12 AC. ^\
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�� TOTAAL NUMBER OF LOTS = 12 !
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DATE REVISION'.
RIDGE WOOD
ESTATES
PREPARED FOR
JOHN. G. SA SEL , JR.
BUCKLAND ROAD , SOUTH WINDSOR , CONNECTICUI
UntWIN BY SCALE SHEET
A141 W,/C FR. AS NOTED / ��f
CHLCKEP BY Dfs7E PROJ Nu
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I hereby certify to Society for Savings, John G. Samsel, Jr. and (hE1 C>>
Theresa G. Samsel and First American Title Insurance company that
as of the date hereof (a) this survey was made on the grounds of
the surveyed property and was prepared iA accordance with, and
MAP R,E::7eP-)F,QL&-7 the bounds and measurements shown hereon are correct within, the
I. PPiDPt✓R'�y �L1RVEyED �O�r ALFP>ED W. GAVEDOI�! , standards of a class A-2 Survey as defined in the code of
practice for standards of accuracy for surveys and maps, adopted
fF2Ur✓�L. KJF? ':�2TRE E7 4 P,1 PLE- P;OADI ':::50LJrH W 1 KJpZ-,;G� December 10, 1975 as amended by the Connecticut Association of REVIEWED BY DATE
Land Surveyors, Inc. ; (c) all buildings and improvements are PLOTTING
ADD {o I(o LoQ� . ��,�.�� I = R� APR�L- 1� 19(.oz �-IAyG'E_t� L. FUIS'
l ' ) Located as shown, are erected entirely within the property lines, --- "" - - (_ 'Tk �- r
BOUNDARY ,� �, r.. . �.
and do not encroach over or upon street, title or building lines ::- _ ' � )r 1`:;i l 111 f.i : I :r I�t ,-( 1
C-✓ ,- ]... �! 4�� t_tr� any right o f way or easement on or appurtenant to the D R A F T r�i r ��=,k�f�i 1C� �3 ��� � �° �' ' ` - _ c r c r-
Z.�L(P�DIVI _ It�f�J � ..;�' l � ,► ._ L�=M 1 � , � �; f ;� � E,1 _ . � : �
( property; ( d) there aie no utility or other easements or r.ight:s � •,-
1 -f way a.'`fecti ng <enri-oachments or projectioi-)s on or. over the { .. -R s -
4 A', P,IL �� i'_.17 f .. 1 J`! f/• HA PI U .Y ��) `Elvrvvsn�•,.,,.° property r?I.. O17 rights C){ .tiV OT (tl �E'mf'llt: ' .1j7j:7lll tC?:lCiRi: to �'j'1C3
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i r ) ` d°8+� (-.Cif!_\F•'� �l•.+ buildings or- 1mr)rovements erected (:;I) adja(.:Eint Za rid s ( i ;i n,:
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LEGEND
N IF MESSIAH EVANGELICAL °— IRON PIN TO BE SET N/F ADAM SELF 243 12
LUTHERAN CHURCH *-- EXISTING IRON PIN
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❑—MONUMENTS FOR ROAD TO BESET �rl
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1�8.95
5.11 S 67° 57' 29" E 79 2. 97' S 67° 57' 29" E �-
175.98' 151. 16' 156.751 a 169.03' 50.05' 84.89'
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12 w O - F. % AREA = 89,478 S.F
rn m r"
t E+° 0.82 AC. 2.05 AC.
�t t AREA= 30,000 S.F. t AREA=30,000 S.F. AREA= 31,000 S. �` ti
REA= 32,642 S.F. 0.69 AC. Z 0.71 AC. ``� `v °°
t 0.76 2 0.69 AC. `0 row'
co
TYP, TYR _-__---
= I , + R=2 .00' R = 200.00' �� PSEMEN MSE
` n=90°0 �00� _9 000'0010 a=97 59' 24"
h \
L=3 .42' L 1.42 g0
148.85'
t56.58'
R=20.00 S 70035,3711E-
A=80°52'49" 151.00' I
L-28.23' ' h, m °, + + R= 200.00'
12 5.00 o+o
S 700 35' 37" E --' �, ROAU + + ° R= 175.00' o=26°54' 09"
�, m Q•
o U' o ° n °� 0= 72°19'49" L = 93.91 ` ��
c o - `� L =22 0.92'
+ DGEWOOD
�y. R= 40.00' �
N +
1 Q + �, ° 'S 700° 35' 37" E--�
Q 55,66' L= 24.9 36 I
2
+ 150.00' R_ 150,00' R= 50.0.0' S 6A 2823�, / SOR.Y,
o W � ° 150.00 p_ 2411 Z
S 70° 35' 37" E —' I50.00' 46
L= 121.4 8' L I l°5l' ' TYP
R=20.00' SEMEN PMSE\.,
n=99007'09" a T �° ,� \�\�� E,O 0.S
L=34.60 h I` _ R = 40.00' \0 F PV 0R pF
n = 58°13'47" \N
-- - N N tD Q
cn U' N c0 0 ra STPY Y" k R=50.0 0' O
N cry o o _ 0=107 18'24 -- I�
N <0 N O R = 50. 00' L=93.64' AREA= 46,041 S.F. N
oo > o � o N 4 ^ 85°04' 04" S 1.06 AC.
o _ 2 O N O - W L- 74.24 O,F �
vy O 0 N O _ (A � AREA= 341842 S.F. Typ Y o
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cD 30,000S.F. AREA= 30,000 S.F. 0.80 AC.
0 AREA = 31,625 S.F. � AREA= 30,000 S-F. � AREA= 0.69 AC. N
0.73 AC, 0.69 AC. 0.69 AC. \ N
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moo'r.Y• TYP. TYP. --- __
L = 53.46' I -
N CO W r
254.37`
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to T ?05.66' 50.00' �� 31 � S 700 35' 37" E -►
150.00` 20' SLOPE RIGHTS 2 804 S.F 2
� {50.00' . EA= o° OTHER LAND OF
f 10778' C,R ,
�� 0.06 AC. N JOHN G. SAMSEL, JR.
150.00' am'
142.69 - O
S 700 35' 37" E -m N/F ROBERT D. AND 's
5_06` ARLENE C. CROTEAU 30' UTILITY EASEMENT
R OF JOHN G. SAMSEL, JR.
IN FAVQ t
N/F LLOYD A. AND
ARLENE H. LUMBRA
PLOT PLAN
civil engineers
°I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE consultin ineers ?es'g�ofessionals, Inc.
PREPARED IN ACCORDANCE WITH THE STANDARDS OF A g engineers
CLASS,k SURVEY AS DEFINED IN THE CODE OF PRACTICE M A N C H E S T E R , C O N N E C T I C U T ® 491 t;uckland road. south win
FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, RIDGEWOOD ESTATE
ADOPTED DECEMBER 10. 1975 AS AMENDED BY THE iiy'aaaaa. DATE REVISION
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. .•• �;- Ec? ?- , ? �.,�:v Lk' �<<c .N 5%n F PREPARED FOR
A,�I
JOHN G. SAMSEL
f l Z; t BUCKLAND ROAD SOUTH WINDSOR CONI'
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LUTHERAN CHURCH \
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/ . 792 . 97 ' 5�67° 5 _ ' v � �-T
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- STRUCTURE
(SEE DETA10 c ' \ =2 .00' \ \1 7`-15"R.C.P. + \ �1 R ( 0.00'
\ l e------ - - - a `- 5"R.C.P. 1 % R= 0 .0 I = 9 °00 O' I
40 -18 C.P. ` i57 1 4.7 A= 90 a o VI6 B
1.5°/ @2,61 % \ 3 .4 I {T P \ I
EX�ST=1$ 8 .C.P. - .00'
R C•p- =80 2'49" ' _ - _ �, I
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0
�a 2.5% p / '� R.C.P. 3 -I 5 R.C.
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N 150 --l6 C.P. P „ _® c 150.00 _ 2
700
35 37 E , G _ R= 15 .u
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36 -15 R.C.P. -
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L= 4.60' / �� \ t
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R =40.G 0 O ROR lED
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L = 40.45'
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F.F. 59.5 _ ca I -i `
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N/F LLO'YD A AND -3Eq
ARLEN� H. LUMBR;a
` LEGEND & NOTES
x
Ou -- EXi ST I N G CCIf\.1TQUR
P RC)POSED CONTOUR
EX\ST1NG CATCH BASIN AND PIPE.
-f� -- P RO PO 5 E D CATCH BASIN A N ID PIPE
' . A A
BENCH MARK ' / i -= `V
ELEV. = 156.48
U.S.C.G.S. DATUM 1..;•V, .jl_?: ,{.. ... -
� CU N H£CTV�
TOPOGRAPHIC MAP
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5, SHE 510E & COCA 101V OF WATER MAQV 4- WLIRANTS
TO BE AS SY THE METROF'61-17-Al/ -_ ___-.-_w�. �. __ v______ - RIDGE WOOD ESTATE
DISTRICT (b101415SIOA! i=P/VZ) T.�-IE TOV/Al OF � -� ~ � _;� z.7� -F PREPARED FOR
500TH 011NDSOR.
- _ �.� �f �� _. N G. SAMSEf
In i�-; �1 D C .. ;f,- ,i T 1 c. `>t
UNLESS OTHERWISE NOTED, EXISTING UTILITY BUCKLAND ROAD SOUTH_ WINDSOR ,CONNE-
LOCATIONS AS SHOWN ARE BASED ON BEST AVAILABLE " -, • �� '
•
INFORMATION. ALL EXISTING UTILITIES SHOULD BE CF.R./A•M.W. l' 2CJ'
FIELD VERIFIED PRIOR TO CONSTRUCTION - I
I ; -
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A4 L 7q.214' ARE Pvz I-Ob,;'VOTE- T�4,E SIZE- t LO�A T1,01v OF WATEW MAIN d 14YDRAIV 7Y 70 BE A5 4L,1:'T_9R1v)/A/E8 BY T14F 114ETRol-bLy TAN L<- V /00, 9' AR�A� Cy4r 0 3T' UNLESS OTHERWISE NOTED, EXiS'
D1571,qICT COMY11-1:1-SFION AIV4D THET TOWN 6C) 00, LOCATIONS AS SHOWN ARE BASED ON B
INFORMATION. ALL EXISTING UTILITIE
500TH VV11VDS0A1. 35' �Y7 V11-4 FIELD VERIFIED PRIOR TO CONSTRUCTI
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RIDGE OOD ES
I -7 'KSV, PG?z, TCq4W -;7, Zrt 140' FOR
NO. 1265-PLAN' PROFILE FtATE A of CONN?f-,
"CLEARPRINT P-1 PER CO." JOHN G. SAMSEI
JAALIE !N LJ,S A BUCKLAND ROAD , SOUTH WINDSOR, CON
cc DRAWN BY !SCALE SHI
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4- REVISION:
L DATE:
t RIDGE D; E,ST T
ES
........
FOR
PREPARED
No. 126' PIAN PROFILE PIATE A
"CLEARPRINT PAPER CO." JOHN G. SAM SEL
No.1265-P.IAN PROFILE PATE A ca
I ID
"CLEARPRINT PAPER CO." 1114, I'll...".— MADE IN U.S.A. BUCKLAND ROAD , SOUTH WINDSOR CONNE(
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L
t
40-
-T
CHECKED By �DATE f'ROJ N
R.'j.A- / P.R I
No 11963 0 ----------------
f
11 1. Set posts and 2. Staple the
Posts----�- ', excavate a 6"x6" Wire wire mesh
' trench, set post fencing "' fencing to
Angl e 10' , downsl ope. ', end past. CONSTRUCTION SCHEDULE :
upsIope for ' , -
1- stability i ty and t, L31
�� .✓ y self litycleaning. r I 1 . Construct t-empot ary si l t_al on coliec Lion area as shown i.n
�X/5T/NG I del-ail and schedule .
lO0°o V 72�l�SCi�L + 2 . Instal I ant: it.t:ac.king apt_on as shown .
! 3 . Stt ipt_.opsoiI from area of detent_ion basin and st oc kpi le as
JryP �lii�Ill_�!t ' ' rtt=lt� 12" min. _ tl► t,I� shown
depth I = t ant
J ,t � I}I 4 . Install stat:m drainage pipe and c-at_c11 basins upgrade from C.B.
D t 4P,�vtL � Itr #10 t.o detention basin , and ronstrur.t: detention basin outlet.
st.r-uri_uve with si It-at. ion controls .
Filter I' 3. Attach filter fabric ' t 4. Backfill the 5 . Excavate det;ent ion basin , place t:ip-rap and install remaining
o,Q r9FPPR01/E.o �`quac-) !! s i l t a t. i on con t r:o 1 s .
ff Fabric 1 � to the wire fencingtrench and
k " d �, ,4D5 .PF. c-ns�fcJy.vr�.o ' and extend it to t compact the 6 . Det. ent ion basin t.o be foamed and seeded pet_ schedule to st.abiIize
3/�� ST4n1r= Q o 0 6 t the trench. ' excavated soil . slopes . Remove sediment. from basin as often as required through-
out out canst_.ruct ion .
Compacted I ' 7 . Perform lough grading and inst..allat. ion of utilities . Install
Da P_WTlor.1 SAIS= I .1 0UrLzer -"_off 8 ,r. Backfill i erosion cont: ! 01 measures as const.rurt:.Ian progresses .
TOt' Vt1ir•J n�or�s : ,�=!11 ►ti rt, . Jil= 8 . Prepare subgr:ade for paving and prepare all disturbed areas for:
DETAIL of U1JOEIZD�� 1N r� irl ' `` loaminq and seedinq .
X1-1,e ,~ rbr11- oc�rs� ro =tltl.' E ttt lu dt= 1I111I=dll . Iltr=
z
{`rl. r5.� �� `•$ ter• ltl�l ,'I _ t11= r!! trt -I<<<t ' 9 . Place pave-ment_ , tapsoi I and seed as required .
_ � �<ow � �� Q f G.• c,,,o�,�oq,Q,,� 10 . T'emporar-y secl i men t.at_ i on and er asi on cont.r:ol measures al:e to
T'o .BE s,gr .4r Bottom of remain in place unI- i I sot 1 st.abi l i zat-ion and paving ar-e complete.
o,- Drainageway
c v rc�r ,BA61AI.
I ( f
Ib
TYPE C-L Fi2/aM �oQ4
� y I I
pr2A�Tx �•\ I O
( A B
�•FnSLM� �� F
I
2"x 2 ' ELEVATION
�tir�,`� ►rzo�s
r,fAr.rv�*szcy cA�cn +t --3 ,__t_�z i ��_ Points A should be higher
gASiW ORATMI4- , / 1 / ~FAc-ft TX:) adr.t_ BoLT'ED To tr1S,oe I ( than point IV . Sedimentation and Sl:osion Control Notes :
r FACe OF eAou WALE. PLAN VIEW
SupPOF r 6.6 . ClIZATES - 1 . All el:osion c-ont-rol measures will be c-onst.r:ucted in
SA`,,,-C_,,-t• f tl•�'�t14) � i Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, . accordance with the "Guidel i nes C'ot: Soil Gr:asi.on and Sediment_
i' (a"Co"C., s�c�4. � � Connecticut.
Cont. rol " by the Connect_ i.r.ut_ Council on Soil and Water
wAt.ti- I Conservation .
I 18" 2cP
2 . Ilaybales as
usingowwot 2"bX b211 ut_xe36"tightly
woodenesd to takesend perand balet_aked
Placement and Construction of a Synthetic Filter Barrier
4" c4�•yyA �gr�..,h.Aa j -�"-' i � � ' " - - -- - � 3 . All erosion cantr:al measures ar:F t:o be mai.nt.ained or:j-g- r-Or4C. I I c.a, -1 z' replaced during const_r uct ion as neressar:y .
S-t-AupARO c.f3.
4 . Cont. r:ac-Lor is responsible for: implement_at. i.on cf all sedimentation
and erosion cont..r:ol measures shown on these plans . This
( I 1 Jam responsibi lily includes im n i.
plement-at io cis well as mant-enance .
straw bale y p E g p PI. y
nng i nee!�oand/or1ant_respt'oper�r local plan
agency .approved b t_he
trench 1 . Excavate a trench slake 2. Place and stake
oETE 4 ' deep and the „+, straw bales ,
►JT"IO tJ t3 A5tN pVTL�'t" pETEh1Tlo,.1 binding 5
BASIN OUT width of a straw I �I( } I ,
S,pE ywl FRanir viva __�, bale
wire or
l� ,� two stakes per
width of ba e bale. twine t ` ' '
,�,' I�,,
,
packed
straw�� '� 3. YJed e loose stratr compacted 4. Backfill and
EXISTING C.B. I 9
WITH OPENING IN w l between bales to Backfill
BACK FOR EXISTING $RILL) plan +, ' compact the
SWALE 1-- -- create a continuous excavated soil
a barrier.
as shown on the
CUT EXISTING
OPENING TO 18 DI A. r', ,, ,�,� (,�� )„I; uphill side of
DURING CONSTRUCTION o. ,;!1 ,1 +' IMP$ �11 the barrier to
prevent piping.
RIP-RAP ENTIRE
AREA G"CIF Z" STOWE 1
EXISTING
EXISTING SWALE 0 ':2
�4
INSTALL ONLY 24'
18" R.C.P. OUT OF
HAY- C.B.1*10 UNTIL o
BALES DETENTION BASIN �' i � � �DGc gym? Placement and Construction of a Straw Bale Barrier
IS COMPLETELY
CONSTRUCTED
' RpAD
C.B. 10
CURB LINE
DETAIL OF ANTI- TRACKING APRON
DETAIL OF TEMPORARY I " = 40' SEEDING SCHEDULE -
-
SILTATION COLLECTION AREA NOTES : &LL DISTURcCo ARCAs rto-r rAvro arc LANosc.+rmo suet-t_ t5r- LOA"r_D WITW
I"= 20' I. MAINTAIN ANTI -• TRACKING APRON IN A 4" I11N111L-Ir9 or TOrISOIL. SC!:D As V-101CATCD 15ELOu. COtlolTIor! solL
1-tITH r'MRTILIZ'�.'R A74D LlriCSToNc As IAIOICA-rcD D'r sail- TraT.
SCHEDULE FOR TEMPORARY SILTATIQN COLLECTION AREA: GOOD CONDITION THROUGHOUT
1. CUT EXIST. OPENING IN REAR OF EXIST. C.B. I TO 18" DIA. CONSTRUCTION PERIOD. rlrRru,NorT vr_CLTATIVC covEM:
2. RIP-RAP AREA AROUND REAR OF EXISTING C.B.#I
2. ADD TO OR REPLACE STONE AS REQUIRED. eitr"DINC DATCSI Art<IL I To .JUNC I s. SCU'TI'MEM I TO OCTOMCR 1
3. INSTALL HAY BALES AS SHOWN . 3. BUCKLAND ROAD TO BE KEPT CLEAN SWEPT
USC TNC trOLLOW I r•1G r•1 I XTtrRC ort CouAL
„ AS REQUIRED . A9 ArrRovcD DY TuC Dcsicr4 �rJciN1~wRz
4. BEGIN INSTALLATION OF PROPOSED IS 0 R.C.P. -
LEAVING OUT LAST 12--16 FEET @ EXIST. C.B. -A I . KMNTUCICY ot_ur-CRA9s
5. AREA AROUND BASIN TO BE CHECKED PERIODICALLY CRtr-zNc r< o r-cscuc 4s.Ox
INSURE SILT 81 DEBRIS IS KEPT OUT OF EXIST. C.B. 4?L- I r�RewrwlaL RYCCRAss 10.@i
6. TEMPORARY SILTATION COLLECTION AREA TO BE Army 1- rouNosil@Oa, S.F.
-� +� STAND DETAIL,~� ARD
KEPT IN FULL OPERATIONAL CONDITION UNTIL - -- ��r •`r" " a�, '
S o tit SI=�Er� STrZuG u�!' - ._ -•;._ TrrlrORARY Vrwc_-TATIVC covcres
SUCH TIME AS PROPOSED DETENTION BASIN - ! T
' _• use T► r- roLLoulma SEED OR iraUAL
OUTLET STRUCTURE AND ASSOCIATED RIP- RAP 81 ' I,q" ' x/ =" `
s A9 ArrRovWD my Tt-IC Dc:sictl EJJcINlLLR: ® civil engineers
SEDIMENTION 8, EROSION CONTROL MEASURES ARE ,TY= =:�,ti .- 1, �� �� - <"'� � ANNttAL tcrccRAss lo@.@x esign r2{
CONSTRUCTED AND FULLY FUNCTIONAL . "' °' `` ,�< . -�- ) ArrLY e rouNosziao@ S.F. wi-rtr ANcr.toter_D WAY riuLCu rofessionals inc.
AT 2 TONs/ACRC. ir se wDirlc Is CONDU-ZTED 15MFORc .n INM I. Apo.
491 buckland road. south winds
,.. +r�-y-_,+�`^="�tr.'�'s i s-, rtirc�rtNSAL R7CaRAss. e_
-3� � . :.` DATE REVISION. RIDGEWOOD ESTATE
t 11 I '1 ), 11 ��� �; PREPARED FOR
�. A11cROPOjITH a 2`tx2'X3' JOHN G. SAMSEL,
sTtiK�s �acs4L>;. . BUCKLAND ROAD SOUTH WINDSOR , CONNE
DRAWN BY SCALE SHEET
11�y Bale_ Installation at Catch Basins. Ec-.1.(: L.F-ie' AS N`07TEL) z
CHECKED BY DATE PROJ
R,J.A. .'P.R U. DEC. IS,198k; n
s
a
l
97
�ry� s6• � `+ 1. 6 7h' (� � I r�� �)3' � `_itt.05 i N4 f�9
., •1 f/� 154 � ! � F- ^, �►.. .� `/ _ 1. , �� •� '.} -�" ; J I 1 � \ !.' `� E ^�._,. rl J ' ,l• . \\ 1 ,\ ," '
®®
Ti?, I50 6 SP CiNG
1, 1 `+, -� ' � , 5TANDA � TOPSOIL
1
'RIP-RAP : �! I ■ z - F 161.5 STOCK-
_ 1 j ■••• t , PILE
161.5
s � 11 lr Ld
F.F. 155.5j T �w a W'r
'T' \ E TION ' a , .� 3: . 't� ' ' �.
a c 1 I p TEN BASS "r% ♦ in �.
15 ry
2.v_ r C. \ \
6' SP 1 N GOUTF W P r
SEE DETAIL _
lZ 1 ~1 \ ' ST CTURE { _
SHEET $ ETAlk) �,.rr.
�, � I t E p � ' � 1 7'-i5"R.C.P. 1 ,.�.. _ . n.C10
i ` { 7 /'fir �t 1/16 B D •c` t
C.P. 157 -15R.C.P. r P ! .
18 _ T ! to'w v� _ C.f' 7 -� ( - - ,r ..- ® 1 } T
EX�S� 40'-15 R.C.P. I
I
It
J - _ I O__�__�_.,, ff - , - -- -
E .�- - � �� �rli F � 19' •8" VC �� R
r p 5„ ly
Igo-
-
w: �- _,1___ -0.58°�' o - •-- _ - ._ -_ ,� 5, 37„ E L= - 157
36 -18 R.C.P. 3 g+ pVG ' C� 150 y,8 R C-P. _ _ 3 -15 R.C. F K� 6' L_ �}
f/ „ 35 -15/ R. :P � r, ,.
�_�\rL.�LO---f�- ,~• ' ` •�` ` _y _ •a,l t, . R- 50-l.,` J\
7 p° 35 37 E / �'- .1!• 1 -
0 i5 1 00, i 1 1. = 121 P, l°5�1`2-9" �
36'-15 R.C.P. �` I ° 1 132' �•\ l ; l - 10.35v L y..- b}
@ 1 .0% f 1 = 99°i07'U9" ' . wc 40-� 5�N (CAPI'E
j MH`� OF'0 i
�4.6 0' ® i TOPS01 L `
` r 1 ® R - 4c�.0 +} R MAIN
STOCKPILE 1 ® ! 58,11:; , .`
ANT!TRACKING APRON 11 k ® 1
SEE DETAIL SH ETTs
Icn
8 1 \ 1 ! �` 1 I �•
® f F.F. 159.5 - F F 167. o•l ` !/8 -! 7 ' v \ 1
U BEND
Q t
w '-�, "7.5 W 1 'ass i W ' � 1 � - � ♦ - O �� 1
F'F 15 I 1 > F.F. I r)3 5 Vol ♦ ,b 4 i �+-- --- 1 y
p ' ~ + ♦ Q 4 6,0 41 S°F
1 � � �1 i + ♦� ' ♦♦ 1 1
71' 1AREA �♦ i O ♦ ♦ 00 U6 AC. 1
ESERVED ♦® I, ♦ Nai Y 1 5���`1 15(o FOR STUMP
1 ` DISPOSAL ®® I t ( I l ,v
i er�rFarawr ® r ` i 1 \` rW
X / 1 }
1• '1 ';, \\ : 1 _ --. \- !- �4 .I�. , A .. �. 2 ...; _..__'-"'. 25
+ _ �./_ Y ` F)' AIDE
SLOPE RIGH
1AREA=2,804 S.F
0,06
AC-
WETLAND SOILS
LEGEND 8� NOTES
- Ex �T1 NG c WALPOLE LOAM
-_ F-xti�-, ti k N <AT`1 1 BASIrs At IL, 'F Wr _ WILBRAHAM SILT LOAM
P,HO PO 5F L) CF T."_H BA--,i 1`J A1`: U PI ICE
11\ILA I�O/We T L A N ID FFROM
OF FILIAL_ WET LANpS MAP TOWN OF NONWETLAND SOILS
SOU T H W I KI ID 1-,(DP
.
Ex1STl N �, WOOD LINE
a NARRAGANSETT SILT LOAM
_�� l Y Pl CAL UN D-RDRAI N (SEE DETAIL"
_.. - TO E3E PLA�i] ON LETS1,2,3,4, 10
i BENCH MARK �.IV V
OF- STIR, EET S'TUC TO NORT H. IQ WAPPING SILT LOAM
ELEV. = 156.48
9 -
U-S.C.G.S. DATUM PIPE
K'
s TISBURY SOILS
T i--,,E !�'" 0 h' 01-i-T- LET W E S i >�,O tIA '
' C. 13 -~J 1- TEE 16" � F}. . P. INLS T EAST TO
C-E3. 116 TO F`E �R I C K E D ' MOR-174 R E D
1 ` , S NI - IDE-TENTION F3ASIN SEDIMENTATION
'SHUT T �,� �� L�,--'
a IS KEPT OPERAT IONAL. -
2r ALL GRA UE`- Ji-lOv�/!�t ARE ON oaNnrF Z,
�}, , ✓. �. DATUM\, Ammo- ,• AQT el EROSION CONTROL
k THE =P' __I.-./A , H Ic ,I-1 VV4T L LEVEL
_ 11\I THE TEl.1 T ON .�I t\1 FQh' p, JOO « �*
YEAR FREQ 1ENC-y �TO4 M = I51 . W i~T 119G3
LI. CONST 1�U(: TD O N OF R4 p,L)Wl. ANIF A"
C0W FO I\,/I TD STANDARDS
UT I LIT I E S SHALL R
PE. IF I LATI �I'\-1 `- OF THE -FOWN OF �. rs„a�+,A
OUT 1--1 VA/I N G J R D E FA R•T IY E N T 'srrraRr�n�,,
OF ENC-1IN��REIv' .
jF � :-_1 u . .�i X I ' r` -. r I•.l'. __ 1 .'._ -- .a_•T — • ��IL • 1 I®M!��W® YID ESTATE
l- "I ! "NT1UNI I�f `2, L�� _ I �1- -7 t1EV. rP.. 7-otniN
PREPARED FOR
-.s___---- �� _' 1tT►-� ;-nl<;1_. I -_. r�'�_ JOHN G. sA sEL
(`>Ee u `�' '-- =- L 7 �1 BUGKLAND ROAD SOUTH WINDS OR
,CON
l mmm® . �� ` � ` r \^ _ r� UNLESS OTHERWISE NOTED. EXISTING UTILITY
-� L.�T-�-�1 L- :s —E:T- �� LOCATIONS AS SHOWN ARE BASED ON BEST AVAILABLE
Cr"f;`./A.M.W ?
INFORMATION. ALL EXISTING UTILITIES SHOULD BE
FIELD VERIFIED PRIOR TO CONSTRUCTION
R J.A /I;k J. JEL'.
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' � sxs+mrmanN -axsw.aw.amarsuwxePm`!t-ate.
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