HomeMy WebLinkAboutLocation PLanLEGEND
PROPERTY LINE
--- BUILDING LINE
ANGLE POINT
0 IP FND IRON PIN OR PIPE FOUND
0 MON FND MONUMENT FOUND
Q Dh FND DRILL HOLE FOUND
0 IP 5ET IRON PIN TO BE 5ET
N MON St i' MONUMENT TO M 5ET \'
� DH SET DRJ LL HOLE TO BE 5ET BUTLERTOWN ROAD _V/
--------- --'--
STONE WALL 230
X WIRE FENCE
a ,-
rl�rrasr +rr OR HAYBALES) _ _ _ . --�•�- ;� ; t 1 � i --i.--
51LTfEN.CE - - I
a 1 i
23p \ i - " �r,' . r .,,i BIT. DRIVEWAY
500EXI5TING CONTOUR - __-- --^- MON FND
IP FND S , 30 54 06 E 181.56
EDGE WOOD5 OR CLEARING --- ---_ i'
23
_ _ - S 33'33'05"F 234.30 . MOVE EXISTING SEPTIC TANK �
230 ,.,....,��......... \ MAKE TANK WATERTIGHT 228
I*P FND .. ) TONEW LOCATION i
227X32
Com" I
-
" --� ____._ - TEST PITj18 �
228 ----
___ --_- TEST PIT#20
BIT. CONC. PARKING 00
r r 4 i a i 1 EXIST iNG CONC. DRIVEWR
TEST PiT 17 227X5 TEST PIT# 19 __ - 226 89
,�-- - _ EB TAN 1 1
• 1z GA� ~-R .,� _ �c�-( (TIGHT PIPE j - OUT HBO \ \
~- ~E -1-1 = _ ___ O EXISTING
11 226 _ `-=~`= �- o �; T �E<- - \. WELL
Rca
`= �� �� I 226X8 r' o \ \
O
="227
ccQ cn
• �RIMgRY L_ � ---
PROP.C.L. C.B. v m
50' - - - - • 25' OFFICE \--TF.226.00 -- - Q
= -= ----- -FL-220-00
224
_ - --- -- - - _ -- TEST • P1T� 1 v cn
- - - -- - --
-. -- --- -_- -- 4 EXISTING BUDDING „
M-1
BUTLETOWN ROAD
r .WF 97 4tk
BIT. CONC. PARKING FFLR. ELEV\\2 7.41 4Uu.� Q. 1 . 1
-- -- �. - - - -- - -- - - ---- - .-�r� _ _ _ _ _ .4523 St�.FT- -
222 Y z . 0
SEQU"CE qr' ACTM77 - P BUH"G �YP.tlliSlQ1V ��
1. LIMITS OF DISTURBANCE, Upon approval of Individual site plan � '
dovelApmant, thQ tlttlt of davalopment sholl ba wst4i�ll5heei In the fl -id
for each proposed structure. Disturbance limits shall be 25-35 feet WF4098 220 -_ 22 /^
beyond the proposed building and shall be bounded by staked haybales or ` ' >>*1111111146
C'
silt f ence.
CONTROLS. Area to be disturbed shalt be bounded by staked - 220 '
2. EROSION
ter► Mr�r' -
haybales or slit fence. All erosion controls, Including silt fence and tyyr ��� �� sirOMM
antitracking pad, shalt be Installed and Inspected by the Land Use 1`pow
WI u i
Planner/ZEO and Wetland Agent Prior To Stumps Being Pulled, Grubbing,
Or Excavation, The Planner/ZE❑ and Wettand Agent May modify the TESTING FR4M MAP REFERPNCE- ---
erosion control requirement based on field conditions so as to -- �\
he site. �
adequately control erosion and siltation from t
3. TREES CLEARED . Trees shalt be cleared and cut to length and stacked TEST PiT 1~ TEST PiT .�� � ?'' FL.218.00 220
or removed from site. Then the pulling of stumps, grubbing and or ��
0" 10" LOAM 0" 18" LOAM -t--W-F-# 1� _ _ -
excavation will begin.' �L vv _ _____ Wr I U.S.,
10" 44" SUB SOIL 18" 54" SUB SOIL � -- -
4. DRIVEWAYS. All driveway and driveway shoulders shalt be stripped,
graded as shown on plan, and gravelled. All driveway shoulders shalt be 44" 96" SILTY CLAY 54" 100" SILTY CLAY
w RIF -RAP 2 -
stabilized
stablli ed immediately upon 9rodin , either by diverting runoff. 44" MOTTLII'G 54" MOTTLING �$
mulching, or seeding, hoyhates and silt fence 80" WATER 100" WATER
or other approved measures the same day that cuts are made. -
5. TOPSOIL. Ail topsoil shall be stripped and saved in an area as - 21
. .. IT TEST PIT �2Q - -__ _ wf-F� 1s�4._ _ _ _
� 6
the Planner and Wettand Agent. snows on the plan or as approved by g ---__-----,:-_ _
Topsoil shall not be removed from the site except as In corWOQnce with �" 12" z LOAM 0" 1 4" LOAM �E� 1 05
the Zoning Regulations. 12" 50" SUB SOIL 14" 39" SUB SOIL W ��F' 06 -
9 9 PERC TEST 1 %6/05 - - ``''
6. CONSTRUCTION AND DISTURBED AREA. Excavation and construction shall 50" 98" SILTY CLAY 39" 102" SILTY CLAY W _
commence following Inspection and approval of erosion control and 50" MOTTL4G 39" MOTTLING
--- - - --._ - -+.WF # 107 214
construction of the driveway. The disturbed area shalt be so as NO WATER 72 WATER DEPTH i 4" PRESOAK 24 HOURS
- � - � - _
to contain runoff within the lot to the greatest extent possible. -`` - 15' RADIUS
_ j
the 10:47 6„ p w` -- { v
7. SITES IN WINTER. When a site will be open during the winter months,
rough grading and 4-6 Inch mulching must occur prior to construction in NEW TESTIIG BY UNCAS HEALTH DISTRICT 1 %61`05 � 1'00 8'25 PARKING LOT
order to minimize erosion and uncontrolled runoff during the winter 11:29
A
months. TEST PIT #2
8. DRAINS. Foundation and curtain drains shalt be Installed ns shown TEST PIT 1
FttviSi-TED GRADE � � ,. CT. D.O.T. B
on the approved plan, ANY CHANGES TO THE LOCATION OF THE DRAINS OR THE 0" 5" TIPSOIL 0„ 3„ TOPSOIL PERC RATE 9 MIN./INCH
��• " �1 ���� � � � SANDY LOA"�! CRUSHED GRAVEL
ADDITIONS OF ANY DRAINS SHALL BE APPROVED BY THE PLANNER AND WETLANDS� 14 D►OYYiN SANDY LOAM 3 " 35 " BROWN SA D
" 35 88 GREY MED. COMPACT 1 �A
AGENT PRIDR TO INSTALLATION. 44 85 ►REY MED. COMPACT
?, COMPLETE SITE WORK. Finish grading shalt occur as soon as possible iA14 TILL SANDY TILL
-_0
'ITE IPL HN I C.
� ' �
erosion and for degradation of 44" MOTTLIN( 36" MOTTLING i 2
on all lots where there is potential for 8 X
NO WATER
we ala IwD
-- and wateocou#I Lots shad be finish graded, seeded with NU WATER
perennial grasses suitable for the respective amount of sun or shade and RESTRICTIVE: 44 RESTRICTIVE: 36"
mulched prior to Certticate of Zoning iompilonce. �` 1
10. FINAL STABIUZATtON, EROSION CONTROLS SHALL BE MAINTAINED ON THE__ I CONSTRUCT&ON ENTRANCE
LUT AS Luigi% AS Trig ARE N TO CONTROL. EROSION AND SEviAAENTAiON. MLSS CALCULATION c� ^
11. All E&S controls shalt be Inspected on a dally basis and maintained LOT HF FF X PF = MLSS ( FEET) NOT T O S t� L E
as necessary until all disturbed areas are permanently revegato,ted or 32-5 20 1.0 X 1.5 = 30 3» BIT. CONCRETE PAVEMENT
otherwise stabilized.
D,KSIGJV AWNS:
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN.
2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY
(+100 GALLONS), :DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE
DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT
SUCH AN INSTALLATION IS CONTEMPLATED FUR THE PROPOSED BUILDING, A
LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE
REQUIRED,
3. THE DESIGN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND
LOCAL HEALTH CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE.
WE CAN NOT GUARANTEE AGAINST FAILURE DUE TO IMPROPER INSTALLATION,
I".PR❑PER MAINTENANCE OR TO NATURAL PHENOMENA BEYOND THE SCOPE
OF NORMAL FIELD INVESTIGATI❑N.
NOTE.
1. LICENSED SURVEYOR WILL STAKE SYSTEM IN FIELD PRIOR TO
CONSTRUCTION.
2. THE AREA UNDER THE SELECT FILL SHALL HAVE THE TOP SOIL
REMO'J ED AND INSPECTED PRIOR TO SELECT FILL PLACEMENT.
HAP REFERENCE:
11ViPROVEM�NT LvCATiviv PLAN PREPARED FOR LIN'DO Cue 5 T RUCTIOiv
32G BUTLERTOWN ROAD MONTVILLE, CONNECTICUT SCALE: 1 " = 20'
DAI AU(G. 159 1995
EXISTING GROUND 12" OF COMPACTED BANK RUN GRAVEL
h" TOPSOIL PARKING LOT INSTALLATION DETAIL
FILTER FABRIC
4" PERF. PVC
48 2
li I I�! Ii 1 11 I II 1111 1 11.1 11 1-�
- a I " BROKEN STONE
6" \ x . APPROVED AC- GRFGA.T€
/77 777
APPARENT SEASONAL HIGH GROUNDWATER
OR TOP OF LEDGE
TRENCH DETAIL
N.T.S.
TO MY KNOWLEGE AND BELIEF THIS MAP IS SUBSTANTIALLY
CORRECT AS {)TED HEREON.
MARK REYNOLS, P.E. #19789
CERTIFICATIONS NOT VALID WITHOUT LIVE SIGNATURE
AND EMBOSSE (IMPRESSION) TYPE SEAL.
POS
r-11rism ate.
soon= tONTIM
7ff2= PAC
HOMY in !'m
SILT FENCE BARRIER
GRAPHIC SCALE
20 0 20 40
( I N FEET)
I inch= 20 ft.
NOT TO SCALE
LOT 32-5
247,396 SQST.
5.68 ACRES
.M -- ,
�a.�a,p7„W ��g.2�
o
WETLANDS NOTE
WETLAND LOCATION WERE TAKEN FROM THE SUBDIVISION
PLAN AS REFERENCED AND WERE FLAGGED BY RICHARD
J%ARSKI JOIL SCIENTIST.
TO NlY 1q4O1WZD'iE AND BELIEF, -11-1115 MAP 115
5Ul35TANTIA':Y CORRECT A5 NOTED hEREON.
3 12/13/05
j;^1 .. � .. r � 11 CSC i+r.
Ari F L AND 2 10/31/05
1 10/20/05
NO. DATE
ROBERT V. HELLSTROM, L.5. # 13G2G
ADD. PARKING LOT DETAIL
CORRECT WORDING IN NOTE5 ADD
ADD NEW 501L TE5TING RE5ULT5
'ONS
P FND
BOUNDARY
SCALE: 1 " = 100'
25" MIN.
EAST LYME
LOCATION MAP
SCALE: 1 " = 2000'
DESIGN CRITERIA
WATERFORD
PROJECTED ivUMBER FACTOR ► WORKER GALLONS PER LEACHIING AREA
OF EMPLOYES NO SHOWER SQ. FT. REQUIRED
tj16%LLUO S PEUR
DAY
A u X 25 = 0.8 = 312.5
112 TRENCH X 3 = 336 SQ .FT. PROVIDED
J"P STANDARD NOTES
1 . T HIS SURVCI' HAD BEEN PREPARED IN ACCOCCDANCIf
WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES
MINIMUM STANDARDS FOR. 5UR.VEY5 AND MAPS IN
THE STATE OF CONNECTICUT AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYOR5, IN( --O.
THE TYPE OF SURVEY PERFORMED 15 A IMPROVEMENT
LOCAT ION PLAN b0UNDAKY DETEKMINATION 15 BASED
D ON A RESURVEY OF PROPERTY AND CONFORM5
JAN 1 8 2006 TO THE A-2 CLASS OF ACCURACY.
2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON,WERE
PREPARED IN ACCORDANCE WITH CLASS T- 2 .
ROB HELL ST.R6 OM
LA ND SURVEYING
32 MA11" STREET
HEBRON, U.
.
P.O. BOX 497
COLUMBIA, CT. 46237-0497
IMPROVEMENT LOCATION PLAN
- PREPARED FOR -
PATERS�N -A1lTUFACTURING
SHOWING NEW PROPOSED BUILDING LAYOUT
326 BUTLERTOWN ROAD
MONTVILLE, CONNECTICUT
tuoup x,28-9853 SHEET#
DATE JANUARY 19, 2005 BY. E.R.H. SCALE
2005-004
PA05004