HomeMy WebLinkAboutSite Plan3_ z} tea,: t w r .. — - _. .• K , -- - - --- - - . _. ______ __.. _ __. - -- -- -
r - -
d
4:
r z ,•, s f _ } ?
Yrs - _ __ - _-_. .. - - -
f
m; s # I,
d
a"y4 t s" ry
e • t
4t
dk11
S k
a z
t
v --
f nr - - t
Exx'
i/, REMOVE TOPSOIL ,AND ORGANICS CG
BEFORE PLACING FILTER FABRIC ob3pBlT. CONC. ;0 '
AND ANGULAR S E UNDISTURBED EXISTING 9
fi' PAVEMENT
PERMANENT PAVEMENT CLASS 1 IN TWO 5
a`:,.
EQUAL COURSES `
EXISTING 81TUMINOUS
b \ _- CONCRETE 3 ± qi
a', a,>' IV f ... • is .' ,. Y•, /
Y'
EXISTING RE{NF {:` ,` \ 4
y
aic' r ids _ • <T .'n - ra'. .., ^.' - }' t / -
4. r
CONCRETE BASE 9 t , PROPOSED 10 x10 \
6” BIT. CONC. STONE PATIO / 'p
CLASS 4 IN TWO , U 47 O
v ALL VERTICAL EDGES OF COURSES
i
E I' 1 TREKS ifi DTH EQUALIREMAININGPAVEMENTSMALLBE / d ry
w.t. '
fl3
xr,=# /.• ® PAINTED WITH A LIGHT COAT OF
G
c9
I 10" PROCESSED AGG, 47ASPHALTEMULS! (TYP.) SUBBASE FROM
jt TEMP. PAVEMENT
CONNDOT GRADATIC;P41 No. 3
y£ / .,
t n
3;
t x Yc 'ii ( P E AI' E T . E N i E I RETAIL '`
J,-,,,,. -- 2 ,0 .
x r t'a 4
ENN PERPE I 1L~A Tt
4" MIN.' ' S C AL:
0
a
1- r ,_... .,... . `..... ..... ,.0 a GPAPHI
r,{lf EBBE I`' PAVEMENT (S ATE ROADS
i (" F 40 0 20 40 90 1SO
FILTER FABRIC - - _ NOT TO SCALE 9
gp -
E,ter€ ; /, ,,- _- _ -- 4
r
tet:
1 rk'ss,.i s
Y-,, S 5 e i _ / , p __ :" ' -
Til ,
i AEf' - - _' ,,
1' ', 1 inch 40 i$.
j
6G tai t" ,
t t fyyt :i L I
t . ' UNDISTURBED EXlSTlNG 2" CLASS 1 BIT. CONI. `
w
POST PAVEMENT TEMP ARY PAVEMENT
i .
1 SURFACE COURSE \ . ' . . .
Q" UPSLOPE FlLTER FABRIC \ \
I EXISTING PROP®SEDF _STABILITY,,AND EXISTING BITUMINOUS
CLEANING#. COMPACTED \ \ , \\ : . ' ::. *. PROI ERTY STREET LINEL
coNCRETE 3
FLOW' BACKFlLL _;... _ _
r _ , E PIMP \ C Rl' ^ M N HANITARYSEWSA OLEfC---- s Sr \ a. - - _ - - EXISTING REINFORCED ,' _ qyy
i°t _
ty. .,., : _,x, , - 1 oNCRETE BASE 9"t " p SEE DETAIL "B ', . - STORM SEINER CATCH BASIN
fT T 17 PROCESSED AGG. .. .. . • - D
STATE ROAD \. , H ; , . .. SU88ASAREA ANo! \ o : T--=.: IX wIRE FENCETRA . 1 TRENCH WIDTH . : •
o . • -. '
t
SAWCUT EXISTING BITUMINOUS SHOULDER . ` . • . • • ' . ' _
x, . '
I PAVEMENT AMD CONCRETE BASE M. , __--- ...., . :.::: ; \.. .\._
s TREE LINE
oaf ' z' 1;.:.:.
2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH EXISTING BIT. CONC. \\ ` : ::: STONE wALL
70 POST AND EXTEND IT TO THE AND COMPAC1 THE PAVEMENT AND REINF. 1, - . . ....... .
TRENCH BOTTOM. EXCAVATED SNL CONC. ®ASE SHAD. BE \ . Ili•, MARSi -I
f P A ENT QETAI L. REMOVED BETW9EEN ED(S _ - - - _ _ _ TE P , 34
F TRENCH IN THIS AREA INLAND WETLAND /FLAG NUMDEf rti:.
RAR ® Sk .f
f
FILTER BARRIEs{ CJF'NTI TI'RENE'RPENBIJLR TO — l — . • ______.
1 "— WETLAND REGULATED AREA
r t= > `
SCALE — 20'
T TQ SCA a _
rx
tr ' } - - - 290 - - — g ---- CONTaURCSEPETSTATEROA . •
x NOT TO SCALE A ANG LE - rE sEED MSXTURE:---
s'-----— SILT FENCE
RED FES E .4 PER 1, 000 SQ FT ._.—.Rp ----- e , 4 CREEPING CU 0 5 LHS ROOF DRAIN
n r NOTES: REDTOP 0.05
CONNECTICUT TALL FESCUE 0.45 FD------ FOOTING DRAIN
I, ......,..:........................................ .............................. VEY AND', MADE PREPARED PURSUANT TO THE REGULATIONS OF .
FM FORCE AIN1THISSUR
b-1 THROUGH 2O--31OOb_-20 _AND .THE."STANDARDS FOR !. TOTAL 0.95 LBS PER 1,000 SQ FTCT10NS20-300 i FERTiLlZER: 10-10-10 APPLY AT 7.5 L8S PER 1 000 SQ FT """ I F STATE - AtNC{ES - SE
SURVEYS AND MAPS {N THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ! '
k _ a : ASSOCIATION OF LAND SURVEYORS, 1MC. ON SEPTEMBER 26, 1998. IT IS A GENERAL LOCATION LIMESTONE: APPLY AT 150 LBS PER 1 000 SQ FT
THE HORIZONTAL ACCURACY CLASS D, AND TOPOGRAPHIC SEEDING DATES: APRlL 1 THROUGH JUNE 15 WELL -
s SURVEY CONFORMING TO AUGUST 15 THROU OCTOBER
t:,< , , . 2 AND IS INi1=NDED TO BE USED FOR ZONING APPROVAL. BOUNDARY GH 1
ACCURACY CLASS T°-
r# , y,: , ,.,; _ ; : •s DETERMINATION/OPINION IS BASED UPON A RESURVEY.
J ; + }
MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE 1 i /2 TO 2 BALES '
x 2, RE CE IS HEREBY MADE TO 'THE FOLLOWING MAPS ENTITLED: g'
s„ ..< ;: 'REiBD1VIS'ION MAP LAND N/F D'AMATo INVESTMENTS, LLC oLD COLCHESTER PER 1,000 SQ FT. TARGET FOR 100 COVERAGE. ANCHOR BY USING NETTING ' .
1, , I A. OR TRACKING AS NECESSARY. —
I _ - ........., •,••„ ECTI BY BENNETT AND SMILAS ENG. INC., DATED JUNE 17, ,g1
x ,.; ROAD MlTV1L,E, C N CU
S { `
fir }.elves+ lm4' t ti+wTu,ts • a«..ave.as+.a+w..r.es.....a.:.............. ........:. ....»., x•...w,:.........».....,....,...'...... •.a
rY '. Yt, iY Fig =f T1 R . V , r., - _ <il'. .,a .x ",s 2003, SCALE I"100', HYDROSEEDING 1TIi , 0, LIME, FERTI AND FIBER MULCH !S ACCEPTABLE. SEEDING RATES N F - , - _ - - .o
I,_
r ,, 1= THE PR RTY IS;IE A AS MAP 36 L07 7 IN THE 7O (?R' MONTVILLE ASSESSOR'S SHALL BE INCREASED BY 1.Q PERCENT.
b.: ,, LUCY EMELIS .
F ,"'
f
D
C. THE PAR IS ZONEi7 R--120. SETBACKS ARE GENERAi_LY: FRONT 60'; SIDE 20', -
z / .
r P
z, : —
o AND I EAF ` }d0 . TEMPORARY MEASURES - h E f 1 '$ u;
M .:..
4, Aly f K SHALL TO INE TOWN OF MONTVILLE STANDARDS AND SPECIFlCATION, SEED MIXTURE; ANfidUAL RYEGI i SS 1.00 Lbs PER 1,000 SQ FT / , S,g'SC •
1 •-
v #. ;...; UTILITIES; ELECTRIC CABLE, ETC. WILL BE INSTALLED UNDERGROUND. MULCHING: SAME AS ABOVE - - - . / Q iROD ) r, ............. 5. {
CALL BEFORE YOIJ DIG" 1-BQt}-922-4455 PRIOR TO SEED AND MULE sal. ;EXPOSED AREAS THAT Ll.. NOT 8E BROUGHT To GRADE Ftp A PERIOD 1
f ,. 3f , _-__Y_-_:_,.:._ I -_ _ _..__ _ fi. CONiAC70R ;ALL CONTACT t ) ;
IN EXCESS OF THIRTY DAYS. UHI
1 r-
m... ...............:....... __....-_... _ , ;, ANY EXCAVA110!• .: RIBED ABOVE. , DRI , Y IT IS RETIRED FOR THIS LOT. VIi1•iEPi SEEDING DATES CAN CiT MEl', SP'REAp GULCH AS DESC3ATO ;,, 7, - A_ __ . __ ,
a .• s , .; _ , ;,' :. _ . _ ...... , R IE3 NI MAINTAIN .P}_ _-.. z.__. ,.....: _ _ ,....-
r. ,,; .,.",-• ;, BE TsE ESt'aNSIBiUTY C' THE ATE C4iRAGTOR 'T0 PR€ Ef, _ ...,... , : . IT SHALL -
y .._:. : .... r, . u„ - r ,,_. NTI F1NfA SITE STP,BIl1ZAT10N. ari" 4 - . ,... ..:mer, _. ,s ,. - . .: r - ADEQUATE E"RWON CONTROL Nif I Es U L L
f
f-. r y...,',.,,.. ,,::: , THE CONNECTICUT PUBLJC ` / t _ , ,:::, SHALL BE 4 TIGHT PIPE MEETING \ . •rte- , PIPESf.,E T
y, a„ r ,a ., .. z y,
9 FOQTIN
IF
HEALTH REMENTS.
e.
i 1D. TH Fd0 ;KNOWN SEPTIC SYSTEMS WITHIN 75 OF THE PROPOSED WELL. II _
FR Mr • ry_yx3-,-m :#.r NO ip TY i t.,CUARANTEE i5 IMPLIED FOR THE QUANTI OR QUALITY ' WATER
I - 3. t { 1 11 - - - ''
r,a.. '4q-.#,,.. 4 c£,.';ie E.g%, t' „-: Ymak: ( .z-dr,• -,, - .- - _
r
THE HEALTH CODE
gp} Y TION IS IN COMPLIANCE WITH , ,.-
i - i t rz rr 1 R tf v +%s .r ,i •r•. ,
I \ - - _ 9 dp ATHE
a , ; , '» I .. f. } IREMENTS FOR WELL LOCATION. - _ _ _ - - _ - - - ' - . y'''+
r a .. S - //• - / /
r a`" £" I } • .,,.,•....••..•................•.........-._..........................................................................._.».........................................
f / _ - - - - /
l
1 / ' ` # a
ig«`e'` y
1 ' ' ,. ` R ' / / - / '
J I i / /"
t!'FJy".'
rt - ,
i ' ''+/ ! / d -y/ _ „:w•o_ -, ,,
i .- ._ _ 111 -
F'-
a
a.v: 1 i+' moi` ; - , "a• / ' !!Y!7'. R!Tl.s • •:.' . St. i- .'.: is
r 1 77 Y •
c, ,.. .., ,L .r.. 5. L:• i-^. 5 1ggT' t' k / 1 : x. r
f
t,trida / \ ii 44 &y. 1 _ _ •off 124 r
e t \ ` - -- / _ _ - f / L 31I i_
I / \
i t.
ENTRY ELEVA - QN. .. / I ` #r,
a/ v / ' ' 1inst47s Y ri 2I9ywr 'T may'^ a} t ' I,
I
N• S dd ` I 47a: f i f' _J
I Q)
y xz f i •
3.. , I \ \ " - "
i I \ 0, \ _ is AREA 120, 000 -SQ.F',
7:5 kCES - -
ADE MUSY `., / 5 'A r##' ;.
i''^'.. `
I1NAY FiROM STA _ _ _ _
y" 'C "°"^••r i { Vf • •rte ••,
C
i
S --
y
S'p - , _ ,: GRAD 1 " N ti _ _ _ T' 2N —• - 2.44 _ - - - - - _ _ _ _: I 1 - r :
5 , S, J/ `''--., tom, \R] rw„ 1,%.//` -/'
stir -
a. ,r } ,,,/ / , ` E • F 1 • -O • /'
f J'
N ` \ \ %
P L• - --- ---_ - Ir _- gf 1 I N gRI ALIS - - -
X \ / ' " - - DETAIL "A" .' \ .221 - , - F
l -z`a' c'c : . t 'ct ,x _wnw•r.•wwr \ `• 1: ` / /
1 \ \
i t • /
t
c t
l
i
kt
s •5 : `\
1 ;,x't t .+; T f, p9--. t.IWUwM,Pt,.,••••+w.i:+!".....
I - I ter' - , `' -
s 1
t*
vn"°
r• ---_•ver•_.. ,
f ..55.
ni,
0 z
wus 55'
4'- ,
lci 7, 13'26 33 - - - _ _ '.:'. srR1285.00 2 2, -' _ z _ 1 r
S I \/ -. I /
r • I 1 VERT - - . - f _ _ N _ _- _ L 301.48w - .) _ _ _
DEPTH // _j 1 ;, , - / / - - - - - - ,
I 225 1j/(\/\
yam\\
D H 1 _ _ x r :t — N42'1807 w MON_— I 14.97i ..n ..... ,,.an
i'
f ( _ _ A CUNCRETE ANCHOR OF 2500 LBS - - - - - - - - - - - - - - ...- ,. _ - _ - - - ' ` - - N OTE. - _ ::239 ,,,, too... _ - -
1 - _
4 _ _ - r ::
sit : _ 1 CV Fi) IS REt 11RED. - _ _ - - - ' _ .•: ,I, A— I /1 _
t - /1t - " j l
4r„
rte_
BLE BACKFI - _ - 2i ,, P. L,
r..`,.. -- ---- - - -- - -- -- OMPACTA LL, —- TH CLEAN C ---•— GRADE I ._ FlLL . _ ___ _- -- 24 EX1tpAVELOPtCRUSHEDSTONE, 1 8 - 3/4a- - - --.--
91.8 SUCH AS PEA GR / X _—
IN SIZE. CLAY ANU SILTS ARE NOT ACCEPTABLE BACKFILL
47$ I , ,
1 TI:=482.Is6.28 - - - EX. MH
n k .. ' _.
TF=479.8f INV. IN= 413t t
y •
i1 ' 1
A
c.
f ;l ..
z X _
Q+ INV. OUT? 72 5f - - - - _
q 6 PRE- f.I - - - - - - ---------- _
INV OVT'472 4
p. l (`
a .
y,, v __ % i\ \ % \
i . % \ _ i°i - _..' tom` / '
r ......,.. — \ n -
N rarrr...w. jam/ /\\\ C/
I ' - _ _ - ` i , /
v \\l%
r r ',
41' ,-''EX, MH I '\ Y"- .` ' r
t - •• ' ; ' X TF=4 r_ — r ; / - ^ 1 " ` . \\ `., APPROXIMATE OCATION {
y . UNDISTUR'8ED 1NY. IN=47 .3f -,.---'''"" - , '
1 I \ , EXISTING SANFIARY SE fEF
I .OUT 4 , , - ,' , \ /. EARTH NV 7 2f ',
1 , /
7 / /
r / / \ \ 1 /
w CONCRETE - CONSTRUCTION ` V7 '
ANCHOR _,l. „ ` , ' ENTRANCE , / 1 \ .0 / ,
fix; s xd„ / _ `
y'<' n oda,'; ` - - r f / / ` \ \ JrGRAVELBEDDING . S r - - vv ' 77,., dry' ,:,t r:}.' a 3 i ix,r ,ycd/ tz a„. -.. '`• / / ,',! 1 / / ` \ 1 - .. l
x .
2 f / / / F , I , / / \ /
i l / /
If'„ % / / - \
I ' / ' '
NOT TO SCALEFr ,m T, , , F —
1: i, ";:'i -g; -»s• ., i @ ,'t, t{x f,l.r"lili'8ai .
xi,
lu."'ll:-e'\a.i ..#•u?'.f R .A r;=:.
x
fJf + J
j .. ,.
INV. IN DISCHARGE PUMP OFF PUMP ON ALARM ON
LOT 7 189.40 190.06 187.88 188.21 188.88
lci 7, 13'26 33 - - - _ _ '.:'. srR1285.00 2 2, -' _ z _ 1 r
S I \/ -. I /
r • I 1 VERT - - . - f _ _ N _ _- _ L 301.48w - .) _ _ _
DEPTH // _j 1 ;, , - / / - - - - - - ,
I 225 1j/(\/\
yam\\
D H 1 _ _ x r :t — N42'1807 w MON_— I 14.97i ..n ..... ,,.an
i'
f ( _ _ A CUNCRETE ANCHOR OF 2500 LBS - - - - - - - - - - - - - - ...- ,. _ - _ - - - ' ` - - N OTE. - _ ::239 ,,,, too... _ - -
1 - _
4 _ _ - r ::
sit : _ 1 CV Fi) IS REt 11RED. - _ _ - - - ' _ .•: ,I, A— I /1 _
t - /1t - " j l
4r„
rte_
BLE BACKFI - _ - 2i ,, P. L,
r..`,.. -- ---- - - -- - -- -- OMPACTA LL, —- TH CLEAN C ---•— GRADE I ._ FlLL . _ ___ _- -- 24 EX1tpAVELOPtCRUSHEDSTONE, 1 8 - 3/4a- - - --.--
91.8 SUCH AS PEA GR / X _—
IN SIZE. CLAY ANU SILTS ARE NOT ACCEPTABLE BACKFILL
47$ I , ,
1 TI:=482.Is6.28 - - - EX. MH
n k .. ' _.
TF=479.8f INV. IN= 413t t
y •
i1 ' 1
A
c.
f ;l ..
z X _
Q+ INV. OUT? 72 5f - - - - _
q 6 PRE- f.I - - - - - - ---------- _
INV OVT'472 4
p. l (`
a .
y,, v __ % i\ \ % \
i . % \ _ i°i - _..' tom` / '
r ......,.. — \ n -
N rarrr...w. jam/ /\\\ C/
I ' - _ _ - ` i , /
v \\l%
r r ',
41' ,-''EX, MH I '\ Y"- .` ' r
t - •• ' ; ' X TF=4 r_ — r ; / - ^ 1 " ` . \\ `., APPROXIMATE OCATION {
y . UNDISTUR'8ED 1NY. IN=47 .3f -,.---'''"" - , '
1 I \ , EXISTING SANFIARY SE fEF
I .OUT 4 , , - ,' , \ /. EARTH NV 7 2f ',
1 , /
7 / /
r / / \ \ 1 /
w CONCRETE - CONSTRUCTION ` V7 '
ANCHOR _,l. „ ` , ' ENTRANCE , / 1 \ .0 / ,
fix; s xd„ / _ `
y'<' n oda,'; ` - - r f / / ` \ \ JrGRAVELBEDDING . S r - - vv ' 77,., dry' ,:,t r:}.' a 3 i ix,r ,ycd/ tz a„. -.. '`• / / ,',! 1 / / ` \ 1 - .. l
x .
2 f / / / F , I , / / \ /
i l / /
If'„ % / / - \
I ' / ' '
NOT TO SCALEFr ,m T, , , F —
1: i, ";:'i -g; -»s• ., i @ ,'t, t{x f,l.r"lili'8ai .
xi,
lu."'ll:-e'\a.i ..#•u?'.f R .A r;=:.
x
fJf + J
j .. ,.