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00.._C BII-UMINOU3 C011CRLTE LIP COP?)
CB CATCH BAS1N
17—
t.
F..I_CV I"-LJEVATION
THE STORM 41ATE2 DETENTION SY A'F-M- NO DOWNSPOUTS 5HAI__l_.. DI5CF1As`C,E_ ONTO)
f=415T F'X151-INC,
FF HNI5FIE`D --LOO1`'_ el-EVATION
THE PAVEMENT. 5TO2M VIATE2 F1,-OW5 1`20M TI'1>^ PAVED 51J2FAC_5 51IA[._I._ 13E.
FOP
3 f 'ti
C,AL C;ALL..0 N 5
TREATED OIL REMOVAL AND SPILL_ PREVENTION WITH HOODED CATCHDA51N5.
1.1DPE_ HIQH DENSITY POLYE_.THYL.ENE PIPE.
I. IDENTIFICATION
A 5WI2L CONCENT2AT02 SIA__ P2)V10F 5"GU\CAk'( T2EAI_'-NT FOR C I.1F T_MJVA_
INV INVERT
7r__ BEF02E THE 5T02rj WA -ITR EN'fr- HE DETrNTION 5Y5TEM.
Ip IP -ON PIPE
j
F7
MH MANHC?L_fr x
40" RCF'22, THE EXISTINCI 5ANITAP_`( SEWER 5F:2VIC F- CONNECTION SHALL" Sf LOCATED
MIN MINIMUM s
MON MONUMENT
wr
N / F" NOW 02 I -OP -MEP -LY 2
NQVD NATIONAL ClEODETIC VERTICAL DATUr11
P20f' P2OI-05C.,,)
2 2ADIU5
2E.011) 2E:.QUI2E.D
5 5L OPE,
2'j.
5AN 5AN ITA2Y
E' 5OUA2E F-fI-L
5("WA 0UTl-fIlA51 ERN C.ONr\IEC 1 Il- [ WA -1 I.2 AU I HOIZ[ 1 Y
TF TOP OF_ FRAME
TYP TYPICAL
PROPOSED FREE 5-DVIDINCj 51C,N — 123 5F
W / WITH
IXISTINC, CONTOUR
P20P05ED bUIL0111 , MOUNTED SIQN = 30 5F
PROPOSIJ) CONTOUR
PW0P01, r_,D SPOT f. LEVAHON
BUi1-"DINC' 5t:.TBAC:I` LFNf-,
HANDICAP PART INQ 5PACE L3YP'1P)01..,
O/ --...... . OVEIFHEAD WIf C:
THE 5U2VF_Y02 15 1-0 r'IEA5_URC, THE FOUNDAI-ION AFTER IT 15 POURED TO I=NSUREP2OP05E..D PAINTLD A220W
NUMBbE OF PARR INC, 5PACC
P201`105LD LIQ-Tf FIX11URC
S --' PR0F1O51_D 5AN[TA2Y 5f_WF_2 5FRVICC
P2OP05ED WATER 5E2VICC
DUE TO D15TO2TION DU2INC, REPRODUCTION, CAIS PRINT MAY NOT
5CALE`. EXACTLY. ALL DIr' 015fON`: 5HOWN C)VE'_22l)i_[. 5CAL.INC,- IF
THEEE. ARE. ANY DI5C'YEPANCIE5, CONTACT- 6KINEE-2-
CB
Y
C , I')
c- f.')
5AN
0Mid
O
11aP FREE Sl AN)1NCSIGN
SHALL, NOT BE GONSYIRtJCI`E.L)
CLOSER THAN 1.0' FROM ANY ["'
SIDEWALK
PROP 4-' CO C`
PROPI±JRTY 1_,INI4,.._...._ t. - I SIDEWAL `,...
APPROXIMATE I,{_>CATICIN C)1i' _- _ ``'.
EXISTING WATER YY'
Yl\'...
S, CUT T 1• i1
4 WA ITR MAIN. LI -IE Atir C t).[ :1 1:I PAVEMENT
CONTRACTOR S TALL C.OOR'DINATIIJ ~ Q) MATCH EXISTING PAVEMENT
AI_rtJ WORK WITI-I SCWA.------'-,_.-__-'_---._._ .._._.. `
14 4717"
1. 2 30T45'
PROP DIESEL AND KEROSENE 3u,'.. '
DISPENSER W/ .2000/2000 GAL``-... ..._.....
SPLIT TANK
ov 30 R
ONLY" ,ICN C:I
PROP SIDEWALK
S=
r `
y.•,,
lti.
r -,.. ,3 R---
ONLY" SIGN'--
ZZ
l
PROP "DO NOT IeoKN1. Ef, SIGN - ;',
S'IG..._. PROP "DO NOT
1SAN
I{,'N YI, !" T _.. , C) X11' iiJ. SIC Lh
j ..... . — __SEE' NOTE 22 ,
9
C : PRO' U- SHAPED A-- 24`50'00'
jPINE, DC)I I ARD P 30 %-30'
L 133.95'
y ' PROP MUII'1-..PRODUCIL,
0 I3ISPENCER TYF')- - ., \ ` 111 `` -PROP 4' GC)NC
lv / , 01 ' SIDIJWALK.
PROP OVERF113A[) i
iF3J : y \\\} y
c> PROP CANOPY l b , < ` ;
2RESETEXISTINGWATERSERVICECOLUMN ('1.'Y1'')---- .._._:._ - ' -.w ,\ \ I YC ' `•
T'HE CONTRACTOR SHALL COORDINATE . y ` •'
0AALLWORIS 1{ITI'i SC lA
ti,,, 4 \ c>
C:)
ITEM Y:I}QUJF ED PROVII:)E'D ;j_i
Ld
CK
LOT +.J.i..l...rI_ra 10,000 slit 57,73B± Slh, [.....
LOT F ION 1 AC'TE 1 200 FT 3,30 F IT, • ) % r'
H
BLfI_,.DING HEIGHT MAX [ 3-5 F I 26± F T ,
0FRONTYARD (MIN) 30 F -IT 113 FT U .
0
SIDE YARD 15 FT 24:±FT
hIAR YARD 30 F1.1 X1.± FT
R-40 "
ice' ,
@ .
PARKING SPACES 47 52 If V-0
R-- 40R40
ld Yrs.
Ril f
zn
4'
i
NON
R-40
rYP) ,l)
LUCAn:- iGUf3 5Ut7 r1 ir)(J 2CiUUo-
t 5GAL.E. I"= 1000' GRAPHIC SGALI^ IN [=EET
N OLE
I. FOR A•-2 BOUNDARY 5U2VFY 2f_FE2CNCI= 15 MADE TO A PIAN - IT1.1-0 "BOUNDARY
5URVI'_Y PQEPARE:D FOS' ZUBAI2 k-AFIN 12.2=1--_.1226 UL[..) C:OI::CF°IE51'E`f2 2D., MONTVI[_.[_E,
CONNECTICUT" DATE:_: MAY '00 5CALE: I"=20' by JOHN r OP[::C) JR. & A55(;)CIATES
2. BOUNOA2Y 1-_INE.5 AND INF02Iv1ATJON SHO'r N TArEN FROM PIAN `2f -.Ff.PfNCF.D IN
3. APPLICA11T: ;l_UGAI2 r.HArI
l WILLIA115.2UAD .
OAI:DAL'r-_, CONNECTICUT 0637()
4. I14E 51I E I`) LOCATED 1N A CC)r'jr1Ef<'CIA1.. - 1 ZOf'dE. (C: 1) ON "I"I"{E SC)f1I[I 51C)C. OF k b
Oi._D COi,.a-1r.STE::-2 ROAD ACI•?C)55 F R'C)M WI[:.:LIAM5 `-CkEEILT. , <"ONV % '-ii,
bdInx
TFIF. PROPERTY 15 IDf NTIF'`IED ON [ FIf. A55f,-55OQ,'5 MAE) #97 A5 LOT #1,20 AOO
AND CONTALN5 1.32 ACP_E , as {4
OR ,,
6, Tr115 PROPOSAL INVOLVE5 THE CONST2UC1-ION OF. A CONVENIf_NCE, 5T02f_-, 5 .°
e a'
o
FUEL D(5I='1~['fSEf'.`T A CANOPY, 3 UNDC6?C;2C)UI IC) FUEL "[-ANK `, '{/ 's
A55OCIA1-CD PA2r_INC., AND LANDSCAPINC
7. ALL W02K WITHIN THE TO)tIN OF MON-DIILLI:_ !::'_"O -W" (OLD CULCHf `'> e_2 ROAD)
5HALL TSE C1'0N5T2UC'TI_D TO TOWN 5TANDAI'05.
b. ELCVAI-ION DATUM 15 EA5E.D ON N.G.V.D. 1929. ' ``` ~<
9 THI5 PROPE21"Y 15 LOCATED IN FLOOD HAZARD ZONE C: IN ACCOf.'_DANCE WI -€-i I
THE NATIONAL FLOOD IN }U['ANCF PPOs -..)AM FLOOD I['`=)U2ANC:E RATE MAP, T[ .1N ' rr v, REPLACELAGS, ,XISII.(NG CB `IUP OF MONTVIL_1-L. CONNCCIICUT, NEL! LONDON COI.NTY, PANr_L. I. OF 15, C --P NO. , s, ', zWITHTYPEC --L TOP r
090099 0004 f') DATED JULY 2, 1.900.
0 Ili o rL V) u e_) r
EXISTING HCJI.C,DINC1, CTAS r ` 10 TH15 P20C'E('.TY l i NU1` WITHIN 5UU' OF Arai`( C)'TI'IE2 r'I()h IC;II AC.11Y,
r. ... .fir., ., .) , I .. .. }' y -,-., i U Ll.iPUMPS, UNDER GROUND \ . 1'1()P 1.0.Y1C) DUMPS'I'E c s tai CY
TANKS PIPING, INC` 1 AVI Ml{ N l \ ' _ - w- ts') , d J
ENC1_,OSURE r, J. \ a 1'1. iHlS SlI[ 15 NUT IN A COASTAL A2E1, r'1ANACtr'1CN1 (CAFi) IC)l I'._ caANDALLAPPUkZT1'EN'A.NCES
SHALL 133 EN`I'IRE1,Y REMOV1.:.I:) y '
c .
t { cz„iSIlA1JJcbuI?. uMITS Of- INLAND dETLAND5) IE2r DELINEATED D r D \ E'I OM `I'HE°j SI'L'L J,.y \ .. ;,..
CB `
G `~ r
f
r
rDONALD
J. f O1;_ 1 U1 lAl'C. _
STOP'
P20FC._) _[C)NAL ,C)1LCIE[dTIST, VP N0. 22. 0. WETLAND c= LJ',G, LOCA1-10r,15 WEPE TAI`, CN _ 3
TC 1'1 JI STOP UJF201`1 THE PLAN Rfff-PCNCf-D IN NOTE 1. ' t•) `T `:
SICxN ---•-------------
i TaR{)L) "'S”I'o.p" 13, THE P24PO5FD FACILITY WILL BE 5UPPLIED WITH WATLk BY THC 50UTHC.A5-11RNI
i~CI[Cl_1I t,AT.' AUTHORITY, [[Y. SA[[[TAkY SCWE.? 5 2VIC S FOP, THE 5fC)['F: }uoc cra ni_. T r_-r ni_nGY INC, D'.I % GU It,r WATERSIGN `
4 --SAW CUT BIT PAVEMENT D[5C11.2C1E WILL ['rE; F'(?OVI[)ED BY THC TOWN OF f ONIVILLf J• Ela POLLUTION These dr--o.wings, rise the property1Ar _ I OLL_ J7 ION .f tH e Engineer oMATCHCHEXISTINGIAVLMEhT - , ° - 6X10' CARDHOARI:) PROP EXIT ` ., PRC)P "EXIT CONTROL Af_JT[-[O21TY (WPCA). Al__I. UTT1.-11Y COPT I2 IC:1"IOrJ A,(.. T[Vl I'IF.C' SF IAI_..1... F3E= r, -d f}a rr keen
spedfic;aRy prepcire d for the ownerf, S ONI.aY SIGN ' ONLY" SIGN / CONDUCTf1) IN AC;C:C)2C)ANCF. WITH tJTII_ITY C.,;0Iv1F'ANY STAI ILJAP2[75, of thin project, at +.his ;Ite andLC)MI'AC 1 C)R ENCLOSURER, ,
f/
are not -to be cdupli€c_atecl far u eco
in part or, whck( for any other
c -- --` 14. ALL EXISI 1NQ UTILI"I"[CS 511OWN Alf= APPROXIMATE AND 51 -IAL[ PtE VE(2_1FIED E}Y purpose, project, i eUtir}r7 or {3`r rl>r
without they € xpr,e a e d written
d
0/
1 THE CONTRACTOR' ['21C)p, '.fO C:C)mm.NCf ME:NT OF ANY .` 11'E WO'_1' . CONTRACI-C)2 c:ur_-ent: of :he Eno, er ,
a y ? 5HALL NOTIFY CALL BEFORE YOU DIC; A1` 1-000-92_2-4455 AT Lf AJT 3J;
r TO EXCAVATION. CONTRACTOR 5HALL NO I IF ( THEBU5INE5 DA(: PRIOR
N EN INEE2 I r' ED -i UPON P C rGM1TAI _LY JP )P! _)ICO JE:21N _ ANY' E C1)TINCi SITE C. QNDITIC)N (_-
qZ R,6 ` . WHICH r Y OSF_ -> 5 FOP , j c", 1. r 'iA F - F 2.)I3I. F-r'Ia [ J2 C1C.NSTPUC:(ION, E1~[.) TO PPOCEI:.DING WITH i -
fj
15}. ALL CON5T2UC ION SHALL BE IN ACCORDANCE WI -IT -1 FORM 014A (19 5) OF Rif 1= z
CONNECTICUT DE-PAP_Fr'1EN L OF 1-2 G
TAr._)PC 2TATION P)U2F-.AU OF HICFIWAY.-.) 1T, "STANDARD H-CIFICATIO1'•d5 FOR LOADS P PIUC'E5 • ND INC`I) L't cWHEELSLOP A , [ IwNTAL_ II v -a
l'Y}>) / CON5T2UCTION" AND ANY SUAllI'P[Cr'iCNT'`> A:ND Ar'1ENDI"E r[TC TNEt?CO1= CJNI__C.`5 <M
Lt-'-.., F V_' g pi ' JTHE2 115E 5PECIFICALt.Y PROVIDED BY TOWN O2DINANCE5, ` TA.NDAQD5 AN[) v ptPh5PECIFICATION5OF [-H f"103`TVILLE WKFER POLLUTION COr\['['VOL AUTHORIFY, 02
1`ONTVILLC 1.JI UIVI.`}TUI` PEC [ 1 C 15
PRC)1' 10 x10' ENCLOSED 16.. SITE. LICaHTINCI I'-IXTU'_E5 5HALL BE 400 WA-I_T IVIETAL HAI -IDE LUP'(II 3AIP-ES
o L AI)1NG AREA WUNTED ON 14 FOOT POLES ON CONCRETE B'A` r_-, >_
t.A . J, ,. /- 1'I. ALL 5!1'c LI,k ITINCa 5HALL %1:. D12ECTF.D 1-0 1Rr..VC..N_I- (: LARF-,, ON ADJACENT
55ANP24PE2TIF AND .)I2E_EI)c,
r
f END TICI.,C--- H
S + ALL LOT AVF,A5 NOT U_E::D FOP- BUILDIN(: 5, PAVEMENT, WAI__I`WAY5 O2 51MILA2t''i i . r,ES 5HALL ) C" rsL. PU2P05HALL BE C L.ANTE€) WITH CiPA55 OR COVE2ED WITHH 5HPEDDC D BARK,
1`1IULCH AND L.AND5CAPED.
gin.
Y^f r n' W
6 .: 19 PA2r IN CALCULATION' U
A , w . WF :`1 RETAIL I;UILOIr1C 7 < ti c,4 I{3 f ,. T O2F30 .C / 1'7 )f"/PKC SPACE - t aPAC;€:5 2E<zCJ12FD , 2 02SPACESPROVIDED C..,)
E) i t j f 2(' "I"N'" CONE'; r -'r', All k'11' 10 Pr- 11 ` f- _ .l J C1
ILI
X-' 'Q i' .;
E; d 711
t. ). ) F 0_
SHALL BE. C.EP22TIFIED F02 H--20 LOADINQ.
r)
3
41\fit °ti x, •'
vc
21, ALL ROOF DRA1N5 AND CANOPY D2AIN5 HALL_ BE CONNECTED I_)NDF-JCQ20UND FO
CD 17—
t. u
THE STORM 41ATE2 DETENTION SY A'F-M- NO DOWNSPOUTS 5HAI__l_.. DI5CF1As`C,E_ ONTO)
THE PAVEMENT. 5TO2M VIATE2 F1,-OW5 1`20M TI'1>^ PAVED 51J2FAC_5 51IA[._I._ 13E.
FOPTREATED OIL REMOVAL AND SPILL_ PREVENTION WITH HOODED CATCHDA51N5.
A 5WI2L CONCENT2AT02 SIA__ P2)V10F 5"GU\CAk'( T2EAI_'-NT FOR C I.1F T_MJVA_
7r__ BEF02E THE 5T02rj WA -ITR EN'fr- HE DETrNTION 5Y5TEM. u j
F7
40" RCF'22, THE EXISTINCI 5ANITAP_`( SEWER 5F:2VIC F- CONNECTION SHALL" Sf LOCATED
UPON RLCEIPT OF THE BUILDINC, PE2I'IIT. THC PPOP05LD -yA111TA -Y
5EPVICE 5F-IALL BE C0NN1_CfE.0 TO THE LX1541NCI 5TUB. 0
2'j. PROPOSED SIQN CALCULATION:
102' BUILD[Nq FRONTAC,I-:_ X. 1..5 5F/LF _= 153 '..)F AL[.OWAP)[,_f.
PROPOSED FREE 5-DVIDINCj 51C,N — 123 5F
P20P05ED bUIL0111 , MOUNTED SIQN = 30 5F
TOTAL P20F'O5rD _ 153 SF
24 THE 5U2VF_Y02 15 1-0 r'IEA5_URC, THE FOUNDAI-ION AFTER IT 15 POURED TO I=NSURE
IT 15 IN COMPLIANCL. WITH 5F.TBACr 2EC;ULATION5.
N 17
pi2001 °
4
F 5p- 1
6Y JOB N[7,
2000 055
am 091111,
p
via
Lot bu I
m
3
N
w _+__ E
5
DI.J(_ TO Dl5'T0R'FI0rl DURING RLPPODUC-110N, ]'H1`3 Pi? NT' MAY NOT
SCALE EXAC-11Y. ALT. 0IML`.N510N5 5HOWN 0VLrRRULf_- 5CALINC1. IF
THERE A2r-- ANY DI5CPEPANCIE5, CONTAC-1- LNQINff..P.
BENQU ARK
SPIKE IN POLE
NO NAL EOR NUMBER
JELEV 486.48 (NGVD)
C BB
C)
C6
Cb
SAN
MH Lx
PROP FREE STANDING SIGN
COSAW CUT BIT PAVEMENT
MATCH EXISTING PAVEMENT
41?
0)
f
I CB
PROP CB
TF 480.00
PRO P GRASS
INV 477.00---
SWALE--GRADE
TO DRAIN Y\
52 --- 12 111) P E
PROP CB
ff 479.00
INV 476,00
17V
I
4p, t
PROP MUUrl x
DISFIENCER (TYP)
N."
4, OVERHEAD PROI? CBPROTQ174,77,60
INV 474.60
CANOPY (24'x76') - x
v
2d - -----J.2 MDI• E REPLACE EXISTING CB TOPI1 !! i ,/ . / ! t
fI
I , f <>
j,.`7 \` `' . S=:2.1% WITH TYPE C --I, TOP
r!
Ir !
f !/
Il ,/ / ; '
i
f X
32 - ----- 6"fIDPE
FIROI- GRASS
SWALE-GRADE
TO DRAIN 'ACHING
1//J/ 60'--6"HDPE
x4,' CO x, LE
GALLERIES FOR UNDERGROUND
PROP 10'xl.O' DUMPSTER STOR.MAVATER D.ETENTION/l C P-)
ENCLOSURI'i; BOTJ'OM ELEV 472.00-.---\/
90'--12`HDIN' . ... ..
PROI CB
TF 477.60
V,INV 474.10
SAW CUT BIT PAVENI
ll EXISTING PA` 0'- 12" HDPE MA!rCB'xl 0' CARDBOARD490 S-3.0% COMPACTOR ENCLOSURE
RESET GUIDE Rr
485 r)2'-.. 12" HDPE
S=2. 0%-
0
C --.--"-ACCESS MI -I
TYP)
INV 472.8 V
V
PROP SWIRL
30'-6"IJDPE
N CONCENTRATORQeINV473.90
PROP 0 U TLET
STRUCTURE
END BC . .. ..... ..... '
TAITS) S I E DE
WF
5AN
tIH
7 7
AWF\
WF wf;:7
rr 1 tj
Cb
430
Wr.. ....
5 F 0"
0
N,
40' RCPA
CAN
a
C-*
x4sl
lk0 _-
WI:
0.
0
L
0 QD
7- "Z iLl z z
cj CLY-) t -A
K> z LL_
5
n 's-) td
Ld
UJ li-I
u co Ld
000 TTITAL TECHNOLOGY INC.
3N T The -5(a druwlnq care -the property
EIM, ENT OF thQ Erigitleer and hove been
sr)(-,clFlCa((y preprwrd For -1JW owner
OF thIs project, at' -this and
LIL are no'k to be or. wxed
in part or wWe {'or any other
pi,irpose, projFct, location or owner
wlthotjt the expressed written
consent of the Engineer.
DI J
0
D Z (5
Z Z,
Z. LA u
U
U.
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VV 00
NOT
OF
5 E 5HEET 5- 1 FOR ABBREVIATION -15 & L Q D 4
5EE SHEET D-2 FOR -E205ION O T 0L N TES - JOB NO,
CONSTRUCTION 5UENCEac 055
l_,ANDS(_.'AP,E SClJEDtJL,Fi`j
LEGEND KEY B01"ANICAL NAME/COMMON NAME Q'IT FUL.T., GROWN SIZE PLANTING SIZE DE'SCRIJ."'I'lON
JlJNIPE,RUS CHINENSIS 'PF'ITZERIANA/
COMPACT PFITZER JUNIPER 3
t'-----6' 'HT
4:.'-.- 6' S 1 • 8"-----24" CG
EVERGREEN
SHRUB
KC
PRUNUS SERR. KWANZAN/
KWANZAN CHERRY 3 8'-- 12' 117
1. _15, S
i . ......................... ........ uftw . f!...
6' HT, B&B
DECIDUOUS
TREE
RC
RHODODENDRON CATAWDIENSE/
CATAWBA RHODODENDRON 3
u.........___..
6HT10' 2'---- 3' H*T
B&B
EVERGREEN
SH--
PN
PINIJS NIGRA/
AUSTRIAN PINE 26
1-111 .. . . ........... ....... .. .............
30 . ...... 5 0' HT
15 - ------ 20' S
6'-- 8' HT
B&BTt?,EE
RUB
EVERGREJEN
1)y
TAXUS X MEDIA 'DARK GREEN*1
DENSIP'ORMIS YEWL.
2'----2.5' 14T V- .1. _5 1-11'
B&B
EVERGREEN
SAN
MH Lx
PROP FREE STANDING SIGN
COSAW CUT BIT PAVEMENT
MATCH EXISTING PAVEMENT
41?
0)
f
I CB
PROP CB
TF 480.00
PRO P GRASS
INV 477.00---
SWALE--GRADE
TO DRAIN Y\
52 --- 12 111) P E
PROP CB
ff 479.00
INV 476,00
17V
I
4p, t
PROP MUUrl x
DISFIENCER (TYP)
N."
4, OVERHEAD PROI? CBPROTQ174,77,60
INV 474.60
CANOPY (24'x76') - x
v
2d - -----J.2 MDI• E REPLACE EXISTING CB TOPI1 !! i ,/ . / ! t
fI
I , f <>
j,.`7 \` `' . S=:2.1% WITH TYPE C --I, TOP
r!
Ir !
f !/
Il ,/ / ; '
i
f X
32 - ----- 6"fIDPE
FIROI- GRASS
SWALE-GRADE
TO DRAIN 'ACHING
1//J/ 60'--6"HDPE
x4,' CO x, LE
GALLERIES FOR UNDERGROUND
PROP 10'xl.O' DUMPSTER STOR.MAVATER D.ETENTION/l C P-)
ENCLOSURI'i; BOTJ'OM ELEV 472.00-.---\/
90'--12`HDIN' . ... ..
PROI CB
TF 477.60
V,INV 474.10
SAW CUT BIT PAVENI
ll EXISTING PA` 0'- 12" HDPE MA!rCB'xl 0' CARDBOARD490 S-3.0% COMPACTOR ENCLOSURE
RESET GUIDE Rr
485 r)2'-.. 12" HDPE
S=2. 0%-
0
C --.--"-ACCESS MI -I
TYP)
INV 472.8 V
V
PROP SWIRL
30'-6"IJDPE
N CONCENTRATORQeINV473.90
PROP 0 U TLET
STRUCTURE
END BC . .. ..... ..... '
TAITS) S I E DE
WF
5AN
tIH
7 7
AWF\
WF wf;:7
rr 1 tj
Cb
430
Wr.. ....
5 F 0"
0
N,
40' RCPA
CAN
a
C-*
x4sl
lk 0 _-
WI:
0.
0
L
0 QD
7- "Z iLl z z
cj CLY-) t -A
K> z LL_
5
n 's-) td
Ld
UJ li-I
u co Ld
000 TTITAL TECHNOLOGY INC.
3N T The -5(a druwlnq care -the property
EIM, ENT OF thQ Erigitleer and hove been
sr)(-,clFlCa((y preprwrd For -1JW owner
OF thIs project, at' -this and
LIL are no'k to be or. wxed
in part or wWe {'or any other
pi,irpose, projFct, location or owner
wlthotjt the expressed written
consent of the Engineer.
DI J
0
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Z Z,
Z. LA u
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U.
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VV 00
NOT
OF
5 E 5HEET 5- 1 FOR ABBREVIATION -15 & L Q D 4
5EE SHEET D-2 FOR -E205ION O T 0L N TES - JOB NO,
CONSTRUCTION 5UENCEac 055
c1 -D IbL
V PROP RETAINING j ( ( ( PROP BIT CONC .PAVEMENT LASAWCUTASSHOWNINDETAIL r:, WALL I ( j
1/2" PREMOLDED WITH BIT 1' MIN FINISHED GRADE (PROVIDE
t
I......
BITUMINOUS EXPANSION JOINT 1- 1/2" CONNDOT CLA55 2 SEALER TOPSOIL AND SEEDING IN HAPARKIf'PEU
PARKING
ARRAS ADJACENT TO LAWNS `! .. " PROP FLARED I I 51TUMINOU5 CQNCPEi` _ _-__....... _. __. :__ . `_. `.. __- w..- - ...: - rjaiTOPC.OUR51= "t f w_._.. _...._._... - ...._. / PER EROSION CONTROLHEADWALLSS /te r;, rf, I ( GRASS SIDEWALK GRAS,, /j i NOTES # 10 -- 12. BLUE BACKGROUND
x------•-----._.---...._ ....___........... ; . f`; WITH WHITE SYMBOL STATE PERMIT1- ! /2" col`INaoT (IJt:}5 1 i%////if/ ///r'/i AND LETTERING REQUIRED
RAMP (HAIR BF! UMINOU5 CONCRLT r
MODIFIED RfPRAP 1 - BROOM FINISH) BINDER COUP5E EXISTING ` • `/f `
VIOLATORS
FINER _.__...._.._... oaLEVELSPREADER111XS1_OPE CONCRETE PAVEMENT :l` UNDISTURBED EARTHow
c' y TOOLED JOINT..__.-__._. _ CONSTRUCTION - 6" I YEi? CJI" CrJI{f'AC:T I , C3 1 - _ ( ) ; ' , . \ / --BACKFILL WITH APPROVED -- JOINT TYP PI?O c551 [) 'AVt~L f ' ti, STORM DRAIN MH -- _- ' . /'.' MATERIALS THROUGHLYCONNDOTQRADATIOf} .\// ;L coQ \ _ (I'l-05.010 )) OP PECYCLfD /f% jC TAMPED IN LAYERS AS
t 20" PAVEMENT & 5UBCIRADE MIX SPECIFIED.
FINISHED v FA1 ` _ 12." PAIN. LAYI`R /-t' 12" MININi_UM . x, ..,y% BACKFILL IN THIS AREA TO BE GRADE
t \ f /--.-OF COMPACTED r3AN ` R >b . './: 3/4" BROKEN STONE FOR PVC I f1,7 HDPE t MONOLITHIC 20
WIDTH ` --2 `' k'_UN'AVEL C Jf'}I}UC)1" PIPE AND PROCESSED GRAVEL
CURBING QP_ADATION "B„ I /./ -e-... . ,.' . %/\ FOR ALL OTHER INSTALLATIONS.
t EXT` TfP}C, 5UPJCRADE /,. BACKFILL f iz3I5UNACGIrFTABi_ / 6", 8" AND 15» ( a U TO 1/4 CURB %ti _ rj'`/3 __ OUNDATIDN TO BE SHAPED
HDPE PIPES ( DEBRIS, / ....' 1 REVEAL AT RAMP- PAVEMENT '_ (I.E. 130ILOER>
TO FIT PIPE EXTERIOR ATjFINISHGRADE , \ ' . UNUITAELI . still.., I - I C.) //,. ,/ SEE SECTION A -A) ( ( _ •,`' \ '` ENGINEER. 5HAI..I._ APPROVE , •``` - -_ - THIS HEIGHT ? :!`__..._._-__ _
t I CONCRETE c•ILAYERTFlICK.Nf_55 AND
h SUEZC>'A()I CONDITION BASE
j E.X15TING, APP12UVED 5UeC,RADE-. ,. ( 2 So.) ,•
P / 6 NO ROCK TO PROJECT
f Q WITHIN THIS LINE_
ROADWAY TREWAIL
OUTLETST"'UCTURE IU INDUS ACEIPAVEMENT.Fo%#-%STORM' AI'sSANITARYAWE HAN"DICAPP"ED PARKING SIGN
ACCESS MH -STORM DRAIN MH
TF 480.75 TF 480.40
SEE SECTION A --A INV 15"IN 474.34 Q
FOR INVERTS) INV 8" 473.34 SURFACE TO BE FINISHED WITH
INV 6" 471,84 A WOOD FLOAT OR BY GTi-IERPROPRETAININGAPPROVEDMEANS 6" HIGH MACHINE FORMED BOARD ON BOARD SIDINGINV15"OUT 467.13 WALL ! BITUMINOUS CONCRETE 1" X 6" BOTH SIDES 4» Y 4" LIP CURES (BCL.C)....... _
FINISHED GRADE E 4' WfCiE 12" MIN ,,X „--
FROM R.O.W.
4»X4"
1 £ 8481
6'
F CAST-IN-PLACE 6" „ ., „
I 354 Q PSI GaNCRfT"fE 4 X 4 0R 6 X la 0 4» X 4„
26'--15" HDPE TREATED POST - - -~ PROP FLARED I / 2% SIr JI='I; _ l C) NOT
S=a.5% HEAD WALL - - 1/4 PER FOOT SLOPE ---•._ _r_...__..._- _ I I 12"
w• _.......... ,...._.....ENTER6' CONCi.PAD '
FINISHEDIED „R / / -
xA
uaI / 1 FAVI Mf:.N I--, 21 W.W.FARRIC __.
10 0 _ '\
u.
t_OAM rjCONCPAD,,-`
i.<
M ,fie6"PROCESSEDi4
16'_6", 8" AND 15" `-' '---6'7x6" WWF STEEL _...._PROCESSED GRAVEL BASE 6" IN DEPTHINV•67.OU _ ..........-._._....----_..._-- -.. _ ..._ .............................• DOUBLE G„ X 6„ HDPE PIPES FABRIC REINFORCEMENT AFTER COMPACTION (COMPACTED TO 6„ X 6„ GATE
FQ
EXISTING GROUND-- 95% MAX DRY DENSITY PER ASTM
SEESECTIOIJ A A, ,
1557 f METHOD D) ' . . . . . . . . . ..... : .._._ NTER T °
r
K..mQe 0 arEIROS
460 ........: SECTION T- I O N P L. A N1 fdldti111E1 -
4'x4' CONC . . . . . . . . . : : : : : . . : _
LEACHING GALLERIES .
x-- 1. SEF HANDICAPPED PARKING SIGNNOTE: 1. CONTROL JOINTS TO FSE: SCORED 0 4'-•-0" D.C. %% NOTE: FOR POST DETAIL
S.- 2. ALL SIGNS TO BE MOUNTED 46" ` ` LEI2. PREMULDED EXPANSION JOINTS TO BE INSTALLED @ 12'--0" O.C. THIS DUMPSTER PAT"} ENCLOSURE IS BASED ON TWO FRONT END LOADINGPREPAREDSUBBASE __ a _ ABOVE FINISHED GRADE .1 4.50 DUMPSTERS (6 CY EACH), PLACED SIDE BY SIDE. ONE SHALL BE FOR
STANDARD REFUSE AND THE OTHER SI -TALL BE FOR RECYCLABLE REFUSE. SIGN # 3 SHALL HAVE WHITE BACKGROUND
HAVEWI11-i BLACK LETTERING. SIGN #4 SHALL HAVC
THIS ENCLOSURE IS SUBJECT TO CHANGE DEPENDING ON OWNER'S WHITE LETTERS NTH RED BACKGROUND
DUMPSTER SIZE REQUIREMENTS. 1-
u- ILI
OUTLET STRUCTURE PROFILE $" LIP V-4CCRSLALSMECLOSUREPAST ` TFISlC) (D 0 0GNScl- F--1
C IL_ U L
LJ5_4
ruGAPUNIT cv q of
ADHERE TO TOP UNIT ` CL 1i 0_
CONCRETE ADHESIVE --•-. • „3 „
IMPERVIOUS FILL I ::......_ ..._ ca d f ,...
R f. ,. }bj12DEEPA _..._..._..- TOP COVER
f GI~t3SYNiiAI TIC REINFORCEMENT - - ` `: PHOTO CONTROL.
3» ..\
SEE PROFILE DRAWINGS 1 24` - --;
FUI LENc•IN> Tyr~, AND SPACING -L' --- - _--._ _------,- , - C ot TuraL_ TECHNOLOGYrFcEXITENTRANCE -INC.HNL]I rl Y INS'
LAMP These clr'awiE • are -thy property
PLAN VIEW ALL LIGHTING TO BE LINCOLN 36" (MAX) 12" of the Engineer and for he
r7t
TOP OF FRAME ELEVATION ONLY _{eclris tty r f,arpca for the owncar,
RETAINED BACKFILL. ' 4aaW METAL HALIDE FIXTURES ONLY - of 'A'ils project, at this =,Ite, andI_----- -- APPLIES HERE MOUNTED ON `'SQUARE ALUMINUM POLE ar pkicatgcl or usQC1Y1(J; 'ECJ i`1f CINEDRAINAGEAGGREGATE =) 11- 3 3 „ I0" _ irj aar-t or, whole for any athJ r12" 'THICK MIN. „ „ .,..__._.. w ..1 /4'......... 1 Q / - FIXTURE TO HAVE ALUMINUM FINISf # - I INTSHLD GRADE F
TYPE C STEEL 1 MANUFACTURER: HOLOPHANE IJwJose, project, I.ovation or owner
without the x .Ir E sst ci writtenFRAME GRATE. .,,,. L~ .1 MOf EI: POLESTAR P 4 c'
1I1 --;t 13 Z"...P consent of rhe Engineer, MODULAR CONCRETE I i I „
FACING UNITS - -- 7"_. -
II -
F - 2" 2 3/1I
15" HDPE - _ -:...- __ - /----------- .` N NSQUARESTEIN. POST
INV 474.5' `. r
EXIT N
i/ EXCAVATION LINT s'
E - ` - -- -------- ...... PDITE & BASE c 3
REINFORCED BACKFILL z f ( , ; 8 HDPE `\ ._. [[ _ -... COMPACTED 9: OF MAXIMUM l r 1'g" (TYPICAL) ES') [rINV473.5 I. STANDARD PROCTOR DENSITY
f.........
i (
4..-._-- . 1_.
F ° °° ...
3 1 1n - uA
90` ELBOW
24" _....__..._. r - ---= - . DOWNSTREAM :..._ HANDHOI..E F..... zI .JL•,I t " •
ii INVERT ONLY l / V COVER [ - U
6» HDPE - \ /?' .'.. 4" DIA. (MIN,) DRAIN PIPE v5 _,.J ....._ (.u.
7 '- 0 Q I ;
Vi ' } G-) CSIOUTLET > Elva OF WALL I--- ENV 472.0
I/ ` OR 0 40' CENTERS MAX. < €
I"I SLOPE TO DRAIN (1/8"/FT.) s / % GRADE.-- -- FQR AREA LIGHT FC)UNf ATION 1. SIGNS 1S& 2 SHALL BE DOUBLE SIDED, INTERNALLY ILLUMINATED
Cif r/ „ _._.. __._ ......__, „ \ " AND WIRING DESfGIV SEE AND DESIGNED OR OUTDOOR YEAR-ROUND USE.
IMPERVIOUS FILL _.._..._ _.._ ._.. _- 6 " LIGHT MANUFACTURER SPECIFICATIONS 2 MOUNTING HEIGHT SHALL BE N0 MORE THAN 36".
r,%...... GRANULAR LEVELING PAD _ .: _1....% .,. - - - - 3
YtITFI BLACK LETTERING. 6"
41M1TE BACKGROUND
i - 6" THICK MIN. A --------6" MINIMUM LAYER OF 4. ELECTIG POWER SOURCE SHALL BE SUCH THAT SIGNS ARE3/4-" BROKEN STONE ILLUMINATED *IEN STORE'S EXTERIOR LIGHTING IS ACTIVATED. REINFuRCED EARTH' SECTION A- A SECTION B - B
R
OUTLET STRUCTURE SECTION A -A. m 0 Ul LAK" C ..INCK"ETE UN"IT WALL- TVF"" E CI CATCHy DETAIL INTERNALLT "FORZAFFIC SIGN s
1-
a - - -- -- - -
3 ..
CAST IRON MANHOLE
FRAME : ANC3 COVER - GAS SUPPLIER LOGS
7.5Gx3.17=23.77 SF 0BRICKCGURSE
w `
r
I` _.: .- -- ...... AS REQUIRED : J {"
15" HDPE _
Vim_
i ' aj0 - - --- -N VIEW A ' n.
TOP OF FRAME ELEVATION -- M M
3 REBAR ... APPLIES HERE ti.tJPRECASTo -- Cu FORIA3
HOLE
t' 0 0 TYPE 507-K 3 " " 4 AN H R ROD (TYP
A
4"
1 2» (GALVANIZED} _;I_ ll 111 _/4._.._._..} 8 2'-6" 8 REINFORCED STORE10MANHOLE4.67x3.$3=17,88 5F '° (
Y
PLAN VIEW - - -
FRAME GRATE -J „ ALUM.`IMANHOL ' -', NAME
4'- .`I /4 „ STEPS 12 O.C. ...._ / I - . _.._., ..., -
I0
j_ MANHOLE ,JOINT MAY BE o $ fi.-Serve- k.L------ DRAINAGE _ SPECIFIED FOR EITHER S0.00,% 4.67x4.25 -'19.85rdrySLOT -- 413/:t' l 41'/1fi' MORTAR CHS CONFINED "O" _- _-. SF 0
1'-0" 1`_10„ 1,-4» 1'_1p" 1,6., RING GASKET ...... TOTAL 61,60 SFV , ---- --
TOTAL BOTHFSIDESE123.00 SF
3 „ - „ - PRECAST REINFORCED ----e,C j}
3 /4 13/diMINIMUM RE.
PER M
SIZE AND
FOR1'-•6 •, 4' O MANHCILE RkSEFtS CONSULT
0.12 S(. IN. Pi~R LINEAR ........._._.,...,.._..... a MANUFACTURER
MANUFACTURED IN 1'. 2'. LTFOOTORASSPECIFIES] , a 3 AND 4' LENGTHS -. - PATTERN.
ELEVATION SEC'nON _.
6" BELOW PIPE LEVEL WITH - 24's6 cork---.__-
INVERT PIPE INVERT < / }
t FOOTING If - - "d''-•-- A REQUIRED "TYPICAL
I --r f a t _
BARSPROVIDVE ((4
C L15HDPE_ 3'--0" - ctrl 8" .. -- ...._....... _._.... „ Y. _ - _ EVENLY SPACED
HORIZONTALLY W/
6" MINIMUM LAYER OF I f4N STIRRUPS ATI' ' 1 . 4 Q.G. VERTICALLY. 12" MOD RIPRAP ~ I I - ,y
y / 3/4" BROKEN STONE'.__. 1._.±
i ~.~ ----- -6 MINIMUM LAYER OF `' - 3ELEVATIONONFILTERFABRIC I B" ------... - B„_
BROKEN STONE ,.:::'.: ;:. ....::- ....: :. ....:%::: j-...._....j
SECTION /, SECTION B -B TW OF
LEVELSPREADERuT WHEELSTOP"" g _ 4TYPECATCHSINRAN" I FREE STANDING SIGN DETAIL
JOB NO,
000 05 I
NOTE: ALL TREES BELOW
Swirl Concentrator 3" IN CALIPER SHALL.
0 42 BE STAKED.
Pipe Coupling
By Manufacturervaries Pipe Coupling
By Manufacturer _`-
varies
2" X 2 X S STAKE, FASTENED
2(141 2f73 3($`° TO TREE BY MEANS OF 2 STRANDS _,,.w__ --- RUBBER HOSE DOLLAR
7 ~ OF 12 GAUGE WIRE, TWISTED, -
TREE TOTO BE FASTENED TO EACH - BURLAP OR WATERPROOF"
B STAKE AT APPROX. 5' HIGH - .......... - J •___• -
WRAPPING MATERIAL
REMOVE
Bf p C I...
o.... N
LAYER OF LANDSCAPE FABRIC,, f F'%
3BURLAP
BA FROM
IF REQUIRED-- - "' 2"--,3" BARK MULCH
varies
Access Rigs Div r$11011 Wei:GRASS OR STONE,
Ac 139-1[ BLACK PLASTIC EDGING, /
f
AS REQUIRED
To Be Field Cut By IF REQUIRED -
Contractor /x Service Access Misers 3a" Found Frame /-......
FINISHED GRADE
Ba Foundry Frame To Be Field Cut By It and Cover By Others - r Ott; v EI3 Others - n Coverand 8ItZF e FContractor - _... 28 L-- k
COMPACTED SUf3GRADE - -
il ._: ` ` _...._ ! -TOPSOIL AND PEAT MOSS
vary Pipe Coupling _ ....
I MIXTURE. SOAK THE TOP -
Pipe
I
Pipe Coupling By C)iliers_€ SOIL; MIXTURE BELOW
Fay Manufacturer Diversion Weir varies =flr AND AROUND BOTTOM OF
1.I F3AI_I WHEN HOLE IS
f!. --. 44 HALF FULL OF TOPSOILIE _I MIXTURE, SOAK AGAIN.
Baffle , Masa Ir ._ FILL HOLE COMPLETELY
Swid Q SWirI IW " _ WITH TOPSOIL MIXTURE
AND WATER AGAIN.
5 {
77_1/2"
59 7 {'14
varies
X11 Svtiri Out1 t Swlrf Inlet x,411 I -x/$44
i PLANTR ' ` AND' f A INU
55-1/2" J "Sf Ib .''f' -
L
Pipe upling
By Others
SELECTIVELY PRUNE
SHRUBS OF DEAD AND
X211
DYING BRANCIS
1, System shell be designed for the following capacities; •- 1 /
Peak Design Opacity: 6.5 cfs 7. Where HS20-44 loading is required, contractor shall BLACK PLASTID
supply reinforced concrete d to he l over - - -.
r, 1 - r 1 MOVE. BURLAP
1.0 cu. d. pP Y pa 1 EDDGING, IF REQUIRED _...... FROM TOP 1/3 OF BALLSedirner Dc laris Storage; Y ;._
Oil Storage Capacity: IGO gal. Swirl Concentrator. ON PLAN 2.-3" BARK MULCH OR
J• 1 / 1
Mater elevations are present,
STONE) JF REQUIRED ON
shall be constructed from High -Density 8. Where high ground p 1- - "LAN2, System{ h FINISHED GRADE
Polyethylene (HDRE) PE 3 98 ASTM F71 I. Contractor shall supply concrete anti -floatation
1 em. LINE _._..._._` =
1f --
LAYER OF LANDSCAPE
pad stagy mNdter tr@atnlerlt st rofr . at base I REQUIRED ONIC` F Q
3. See site plan f r n eand Daile1 pipe orientation, n PLAN'
and material. 9. Contractor shall prepare excavation and off-load
ScormwaterTreatment System. Contractor responsible ":
E
G„ -
J•
I_ -f 117I
4. Direct c t tormwater Treatment System asbackfillaroundstormwatertreatmentssternshallbe _
I _- I FProvtoedvia2£Friser(s) s) which shall be field cut to match detailed on plat.
I l
I-.
finished grade. Foundry frame and cover supplied by f
Contractor. (see note 5) 10. Contractor shall supply and trail inlet and outlet
Main (i.e. rubber bootpipeconnections BYI ( COMPACTED ...•.........,. hj k _-
n` a frame and connector). Pipe Connectors between Swirl Concentrator SUBGRADE I.._ T-
T-__. -TOPSOIL AND PEAT MOSS5. Contractor shall supply standard 3a ma nt y ra I
perforated rover i.e. Neenah part #F -1792 -CL) for and Bypass Main supplied by Manufacturer. MIXIURE
service access riser. '- =J=i I -:.-- _{ t E1 I=• •FEE
Manufacturer shall be responsible for wrnplete assembly PLANTING NOTE
sof Swirl Concentrator and Bypa-,s Main. Contractor shall
be responsible for conning Bypass Mala to Swirl WORK TOPSOIL CAREFULLY AROUND BALL.
Concentrator via rubber boot connector, supplied
SOAK THE TOPSOIL MIXTURE BELOW AND
by
Concentrator via AROUND' BOTTOM OF BALL WITH `NATER.
FILL HOLE UP HALFWAY WITH TOPSOIL MIX
Patent Pendia AND SOAK COMPLETELY INIT'ri WATER ONCE
AGAIN. FINALLY, FILL HOLE TO TOP WITH
Document: ent: AS -.3 STD TOPSOIL MIXTURE AND REPEAT SOAKING
Aqua -Swirl Concentr for Model A - PROCEDURE.
Sift , A ab l. n
2733 iCr P1St FIVi, 1MIt n TN'94 D7rawn BY: KP.D
r
Pham (4.23) 870-8888 Fax (423) 870--1005 ale: 1:50 n
www. qua hieldinc.cem Da -fie- 2107/01
Project; . RU P iLN'TING
PROPOSED GRADE- PAVEMENT
D
j
STRUCTURE
C
FILTER
cvz FABRIC
0
4'X4'X4' CONCRETE
U
LEACHING GALLERY
SECTION (TYP)
I; 70 v •. rano o •
49
0
U
1
r,
q
I 12_
1" SIZE STONE
002Q(
p , o P, ALL AROUND) F v n
oG' t,0 APPROVED
FILL AS
ooao Qct V
CP
pn REQUIRED
QpQl pJOrJ
co
C,
aoaII:I
II` Ov n c3°° o
ohs
i•, -f3 <. llr:l•.{, iii.:'i' I 3..1 1) ._..: i
FI•'
i II ... ::{
i•9 ' ..Si: f '! •-•ll_: I.. ...f I ,M.•, .
LEACHIN" GGALLERY
3` CLASS I BITUMINOUS CONCRETE AND P COURSES OF
1-1/2' EACH OF CLASS II BITUMINOUS. CONCRETE FOR
PERMANENT PAVING (MATCH EXISTING GRADE)
2' AFTER COMPACTION OF BITUMINOUS NIST PATCH FOR
TEMPRARY PAVING
AS REQUIRED _
6EXISTING
r
PAVEMENT
a
SAW CUT
12` BANK RUN GRAVEL (COMPACTED) FOR. PERMANENT PAVING
126` BANK RUN GRAVEL(COMPACTED) FOR TEMPORARY PAVING
N0 TD ALL PAVEMENT TO BE REMOVED SHALL BE CUT BY SAW
TYPICAL R0A_DWAY.*PAVEmENT_
DETAIL-
2"x2"x48" WOOD POST
C 8' ON CENTER (MIN) /-INDUSTRIAL NETTING, SNOW FENCE
OR WOVEN WIRE FENCE. FOR SUPPORT1
CONSTRUCTION 5 fiE
FABRIC
1. 5ECUPF ALL NFCE55APY Pr k'.M1.1-5. NOTIFY AT LEA` 1-
1 -X00 -9t_'2.- 41 THREE IaU51NE55 DAYS PPIOP -10 AI`•IY CXCAVATIC PI.
2. 5CHEDULE AND ATTE.ND A PRECONSTRUCTION CONFE:PI NCE_ WITII -THE TOWN OF --COMPAC TFuD MOND/I11_. STAFF P21[0Q TO C:0MMFNCC,Mr_'.NT OF ANY 51TE WOPI- op- bn'ruR-BANCE, c a BACKFII_.L..
3. CLEAP A5 NECESSARY TO 1115TALL 5EDtM(:_NT BARRIEP (A5 SHOV111) DOWN Cjl,?ADE
OF LIMIT`) OF COI%15"1-fJUCTION/DIS*TUPBAfi,lCE A5 SHOWN.
FLOW 4. CLEAP AND CIRUB AI_I-_ EXISTING VEGETATION WITHIN PPOPOSE-D CON5T2UCTION LIMITS.
100' '---~ PE -MOVE, ALL BUILD NC,S AND APPURTENANCES, STUMPS AND BRUSH FROM uh.
c- c c c t - I I - C' I -'t JI....i,....:!::..:.:I.. 5. 51PIi' 10E'C)IL 01`1 "C1~IE .I1E. _7TUC:1=P1L[ TOP.OIL. 0P1 .JiT. }11 AP,I APF-.cJVCD AREA.
INSTAL. I.. SEDIr EI`1-F E! _NCE OP STA.K E.D FIAY 13AL..E` DOWNC'I;'ADIE.NT OF 51-OCK PILE. lIII . I • L...a 1 .. I :,.. ,: I ... I I . I ! f s< ! -r
PJEGll 1 POU(;H CaPADINC C)F Si'Tf
F3. C01\15Tf?UCT RfTA11,1111G WALL_)
I 7• COPIPLETE -'OUCIFI C:jPADINC, OF 51TE.
INSTALL. UNDEPC;'OUNL) TANK5, CC)11 1-I~l)C1- B€_1ILDINC:j, PAVI-.MFN1 A1lD `71I)EWAI..:KS.
I:... . REMOTE AND DlSPO`C. OF LX.I51-INQ 1_'aUILDINC;, QA' -,)PUMPS, UNDER-CiPC)UI D TANr.'3,
PIPING, PAVEMENT AND ALL APPUQTENANCE.S. C:OMPI-f-11 CjRADIP•1Q A110 PAVI1'•IG
OPEPATION5.
FENCE 10. FIN( CaPADE 51T'!_. IN5TAI,_L_ I_0A1°I A5 NECESSARY AND Sulu R-4 ALLSEDIMENTUNPAVEDAQF_A5.
1 1. CLEAN ALL DPAINACal rl""UC:TUPES AND ..l1MF 5 AND f,.1.MC)Vf_ ..t:.:..>C MI 1,:1)Pk.. CJN1...Y
AFTER 51TE 15 5 FABILIZL:_D.
E 05 I
CATCH BASIN --,,,1. D15TURBANCE OF 5011..:=,URFACI--. 15 REQUTA-TED PsY STATE. LAW. ALL WORK.
SHALL COMPLY WITH AN APPROVED "EP051011 AND 5ED111ENT CONT . L PLAN" -f0f .: PREVE.N'f OR MINIMIZEE 50II.. EROSION.
HA {BALE I;I : '. THE II'I5IALLATIC7IJ AND MAIN] OF Ef'0510N CONTROL Df:.VICE_5 1`3 THf_
TYPICAL) -__:.:_..:,:: f ESPOP15I61L_ITY OF TI IE DE.VELOPEP AND 'rHE EXCAVATION CONTQAC'I"C)R. TOWN
V l J _) P. . U F 1 - 7I•..--5 0J 1 J F..E J .TUFF}Gl,• L. 1 C;UId' C` I .a .. TT C _UF -€'EL 5 .6 1 . I FA( FAfT C-. li. 1 1 ( )
ANY F'AUL..TI' CC}N[)11IONS. A PPE C0N1=!=F'.Y=NCf_ WI11i TOWN 51 Ah f= t5
REQ?DIRT D PT IOP TO C0I1/1M NCE.P(ENT OF ANY SITE WOP:K OP DI5FUR..BANCr-...
fifrf
i Ei!
i
f'I` FLOW 3. T11E f UI I"12ACTOP SHALL CONT- "ORP 0 "CONNECTICUT GUIDELINES FOR 50IL EPOSIONFLOW "= a. _ T ,
F - - R_: AND BLOT{ It NI" C,OI IT20L_ (1 706), A5 APIENDED, A5 A GUIDE IN CON TI2UCT}01 EI _ _ 1 -HE EPC)510P1 AND SE.DIM> .NT CON"1'PUL. 1I I[)1CA1 C::C? U1'1 'TMf:SE. F'l.:JN S.
fF1E C.Cfi1TPACTUR SHALL INF .,)PPS ALL CUNSTPUCTIC)N SIl"C- WUf?k.E.25 ABOUT THE
3 CrIAJoF ~?U+/I ION OF THE 0r 05].ON AND SEDIMENT CON 1 PUL PLAN AI 10 PCQUI YI_
I r• 41P _,C 0r-'EPATIJII IN AVC)IDI 1Ca 1"liF D151 JRBANC.._ F lCON-1-201- THE
II. A•llI EIt. • 4l
5, THE CONTRACTOR SHALL. 15CHEDUL.E ALL OPE9,ATION5 -1-0 LIP111' DI5TUPBANCF TO
F1 IE 5MAL.L.E5T PPACTICAL AREA FOR THE SHORTEST P055113LE-FIMf-.
ANCHGIR EACH HAYBALE WITH TWO 6, T11f_ CONTCTACTOP 15 PE5P0N516LE FOP THE TIMELY INSTALLATION,
2' X 2"' X 3' STAKES IN5PECTiON, REPAIR 02 f=*?E ILACEMENT OF E20510N CONTP01.- DEVICES TO
ENSURE PROPER OPI!-RATI011.
7. THE CONTRACTOR 5HALL 11,15PECT AND P-EPA12 EP0510N AND SEDIMENT CONTROL
DEVICES AI- THE f_ND OF EACH WOI_K 1NG DAY A1,,1D AFTER EACH STORM•
H A "You ALE IN'STALLATION AT CATCH BASINS U. ITIE CONTIPACT`02 5h~TALI._ NOTIF=Y THE, ENQIIALEP OF UN5ATI5FACTOPY €-9-0510N
CONDITION5 NOT CONTPOLL_ED 1'}Y THE EROSION AND 5EDIMENT C0P-'1T20I_ PIAN
AND 5FIALL_ IN5TAL.L ADDITIONAL, MEA5UPI 5 AS DIRECTED BY TOWN OFFICIALS,
AMU/OP eNGIINEI R,
2" X 2" X 3' PACKED HAY 1)- ACCUMULATED 5EDIMEN'F REMOVED FROM EROSION CONTPOL DEVI`- E5 15 TO BE
STAKES (TYP) BETWEEN BALES (TYP) 5Pf I`AD AND STABILIZED IN LEVEL, EP0510N PE5151ANT LOCATION, AS
GENERA FILL WFI-HIN L.AVIN AND LAND5CAPE APEA5.
BLD APEA5 NOT COVEPED B`{ BUILDINGS, 51DEWALr_5, PAVF_,J NT, A l()- ALL DI:3TlJP
i,.. 1' ' II.i ! I_:._.,' ! C1>l1.`l'iED `3TC)1`IF C)R -1µl'AF FIC P OtJND C f'AVC-1- 5UPYACE `J1'-1ALL 6f_ PLAVITw.Q VIII -1-1 I. G12A55
ON il" THICI-NC-55 TOPSOIL. COMPACTED
11. SEE:DINCI: ?)C__F\r1EEN APPIL I TO JUNE 15, AND AUCIUST 1.5 TO SI ['"FEPJIBF P 15, HAYBALES (
TYP) - FLOW
BACKFILL AL1 015PJRBED APLA5 HALL, BE- IMMEDIA-I'E1._Y GPADED AND SEEDED TO PP,.0M0TE- STABILIZATION
OF SLOPES_ SEEDING 51IALL BE DUNE. l I ACCC)'C)AI IC;I. W111I PLAN
VIEW CHC FOLLOWING, 5EI=DINQ AND 5LOPE 5TAal1<.17_ATI0NDIPECTIVE`5: A.
F=INE G2ADL 5ftfD B.F.[) TOCILTHER. WITF-T LIM€-STONE AT A PATf.. OF 1 10 I -:D5 PEP
100 5F AND l0•-' 10-" IO FF,911L..IZEI AT A BATF` 0F= 1.5 1_.PJ5 PEP 1000 5F. COMPACTED
HAYBALES (TYP) - 2" X 2" X 3` B. APPLY THE F=OL...LOWINC, SEED MIXTURE PEP 100 SF": KENTUCKY BLUE C:rRA55BACKFILL
STAKES (TYP) AS 2_ L.135, CPECPING PED F= _,a'.UE A -f1 LB, PERENNIAL PYECpA`-) AT PATL OF
2 L.F>5• 4 (
MIN} - I r -; : C. IF 5cEDINC; CANNOT BE. DORIC wFTIi1Pl THE SPECIFIED SEEDINC, DA] ES, I
y1
5EFD
WITH ANNUAL. f?YECjRA55 AT A PATE OF 1. 1_13/ 1000 SF" AS A I €
I• 111: 1 .:: 1 , , r .1 E J .. . I~ 't'IF11 D TEhlP01?ARY 1'Ir_A UPE (LATER RL-SE__DING RECD _1IR .,D) f E _D A. SPECIFIED FLOWr.!;€
Vii. N f'C 1 I C:I N I'1D/UP PERIODIC IATEPINC FOP SJ PER MONTHS - Lt -GRADE 1 !:, 1 II , . 3.... AND f .JVIDE lU_._ -II Q A P a M 1 1isI: ; , I I IiifS !I fiI. _ l!
I--11 :; -?!; I7_. NIULCHIPIC: [MfiEDIATELY F=ULL01 11(E SEEDING1, t,,jULCH THE_ 51'EDED SURFACE 11
I.I` JI HAY _ :. ) WITH5TRA,dUP HAY AF A k_Al E J1 1 TON/ACP(. 5( f-'I_AD MULCH BY HAND C R IINTO5UI0 IUL:H BLOWER, PUNCT I P(r_1LC::501L. 5UPi=ACf. w1 I
1
H TI?A[.:K_ PIACFIINf. tAFPP0XIMATEL`( 2" 3„ TO ANCHOP. CATCH
BASIN FILTER
FABRIC
FLOW
12' ±
MIN OVERLAP
ALL
SIDES) FLOW
ER
FABRIC BENEATH CATCH
BASIN GRATE ITE -
1 , INTENE NOM5 WEEFI.-
Y: POLICE ENTIRE_ PPOPEPT(, INCLUDING; CUR651DE OF OLD C0LCI-IE.5TEPROAD FOP
LI -[TEP AND DF.BPI5. Rf_110VFALL 2FFU5F-_ FROM StTF-, BW'
INUALLY: MAINTAIN 5TOPM DRAINAGE- SYSTEM• VACUUM EACI'-1 CATCH BA5IN SUMP. DO
NOT F LU5HCATCH BA51N5, VACUUM SWIRL CONCENTRATOR. DISPONI:_ OF 5POIL5
OFF-51TE IN AN APPP0VED MANN.CP. I2EM0VC_ SANG) AND DI=15PI5 FROM RIPPAP
AT DPyAINACr. OUTLET. NO\ /
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2000
TOTAL_ TE:CHNDL_OGY INC. These
dr^o.wingsare the property of
the f_ng!neer arld have been saedFlc
oAty prepared for thEl owner, of
thls project at this site, arfr etre
not to be dupticrAted ol^ Il.ed in
part or whole. for any other purpose,
se, pro,jcect, toc:a-tlon or, owner without
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