HomeMy WebLinkAboutPlan, Final APPLICANT 11/10/2008
FINAL SITE PLAN
JUL 23 2007
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SJTE ASSESSMENT OF EX. CONDITIONS
SrTE PLAN
S1-0RM DRAINAGE SYSlEM
WA TER AND SEWAGE S YS TEM
GRADING PLAN
LANDSCAPE AND IRRIGATION PLAN
ARC~ITECTURAL PLAN
EROSION CONTROL PLAN NOTES
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
B KE PROOF
CA' "CH BASIN/
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INC.
TYPICALiP ARKING
LOT SE:CTIONS
3--40 ,
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ENGINEERING. LAND SURVEYING, BUILDING DESIGN
806 N. NINTH STREtJ COTTAGE GROVE, OREGON 97424
lELEPHONE- (541) 942-0126 FAX- (541) 942-7935
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DATr:
11/08/07
DESIGNER
MKI
CHECI<EO BY
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FILE NO.
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PROJECT NO..
0124
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ALLEY PAVING - ASPHALT CONCRETE
PARKING lOT PAVING
SIMILAR
4 tt THICK CLASS tB' ASPHALT CONCRETE
IN TWO UFTS AS SPECIFIED
H<tTt:
CONI~NE DRIVEWAY WItHIN lH$
P["~lbl ~ 10 tn, 'Cwo EI'ft.MoR PERrENDICWR TO CURS UNE .Afil)
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.:
CITY OF SPRINGFIEI..D
DEPT, OF PUBUC WORKS
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.eSIS .hi....I~:a mm
SPmGJ'.lIl.r). OR. 07477
STREET TREE INST ALLA lION
I i W" ,'lit
20' TYPICAl
15. ,,"&lIMU.,
AllOWED ,r TRtE rnNl
IS COWttlNM Iff r!JJVII
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5
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C.^ TCH .RA. SJ." '......UNDISTURBED FIRM
i~Esi~iF' i~G. NATIVE SOIL
7- THIC.K. CO..'. 'Ie, R. E1'E. rP\VEMENr,.~
3500 PSI ~'ElD S R ~NGTH !
AS SPECIFIED l
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; . 1,1 ". '\ #5 REBAR
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MINIMUM 10 THICK CONTINUOUS
1 1/2'1t - O~' CRUSHED ROCK
4~ THfCf( Cl.ASS 'it
ASPHALTCONCREl ~
IN TWO lfrTS
AS SPECltlED
PNIM1Ir
;s!l
CONMERICAL. DRIVEWAY
as rOOT MAXIMUM ~
......
cmm&lC,n~G T~~ QRIVEW~Y APPROACH
I. .. SIDt'ftWC ~STS.. REMOVE. H4D ~ ~ ~Jhf(JlIfIt ~
WAUC 1'0 1m' 111: IltM:WAY <<W)t ~ ~1MW\. 81m IS t2:t
:l aXismr; "1iIl.~ 10 BE.MlfCur _ mNfSlOff JtMIr$....D
"hl~ THE _Eft AttJ ElGS1'IOO_lIU
3. , If tttfJUJfCh)N WItH SIltltMX ~mt, Ift'wA.Y !iWl
iNnl ~ ...
.. .. FUtUtl S_~ARE 10 IE 8tl1U',1M~ IRIVEWAY m~.mm
It ~ ro tHE _ cr tJ.[ FUllItlr. $lDEWMK flRsr or
AlOPF.'Rrr UNl . 11) tJI M\IIt S~ QW:lt
. 5. ~ ~T C(lH<JltIt ltl\nAl ~ 10 1(1 PlACEll AT
liE m~Bl.mIl) OIWlE m '" lHt EIdmR.
NOTE:
A HORIZONT At CLEAR VISION
ZONE MUST BE MAIIUAINEO
BETWEEN 30~ AND 10 FEET
ABOVE THE TOP or THE CURB.
TYf.,CALlY t STREEt TREES SHALL BE
SPActD 30 APART
..caucn..smmnL
flEW SllbGTHlAB STRENGTH
il.~ . U
VALLEY GUTTER - P,CA CONCRETE..
..
..
013VEWAY
$' NAAftIJw
-- ..
BIKE PROOF 1" THICK CONCRETE PAVEMENT
: CAr<:H BASIN 3500 PSI FIELD STRENGTH AS SPECIFIED
_ -J GRATE~. SCORE AS DIRECTED BY ENGINEER
I '~;;~~~~: .-'TIi1:t:;,t1E~r/
2~RtWHEbH~~SS :t (~;'
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SIDEWIJ,K
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CONCR(TE STRENGTH
= fIEU) STRENGtH LAB STRENGTH
JiIDlO' PSI 4025 eSL ,;
.3000 PSI 3450 PSI I
j 1/-1' rlP ~w..... .c._'~ -- --- ~
MUm ~ bARS OM 12- CENTERS
BOTff WAYS 2" ABOVE flOrroU OF SI.A8
INDUSTRIAL i,AtYE~ otOJxexto wnom
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Mmit
......
AL.EY PAVING - CONCRET::
PARKING lOT PAVING SIMILAR
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SJ'NiDJtRl).o.liJo . . ---.., . I
DRA1flNG .:. i_.
CITY OF SPRINGFIELD
DEPT. OF PVBUC WORKS
-.-.cb..A.- 'iA l r '. ' ..
~ j ~
INLAND FOUNDRY co. INC.
OR EQUAL
RJNG..........NO. 802
COYER...HhNO. 802- 2
AU. C<*STRucnONJOOtTS
SflAU BE WArMED
30.
2..'-
VARIA3LE
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,--- DEPT. OF PUBUC WORKS
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STANDARD MANHOLE
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2 -2 ,-
0-
ees ~U'Jn $TUPlI'
sPR1N\d.uw.J), OR. 974'7
rYP~CAl ALLEY AND
PARKING LOT PAVING
..
J .M",
:COMMERICAL I INDUSTRIAL
~ - ~ - ~
P .C. CJ)NCRETE .
_ DRIVE:WAY APPROACHES. .
STANDAJU)
DBAImG ..
.. 3-10
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AS ,wPR()Vl:D bY ENOlIIEER.
SAND COLLECTO ~ CATC/-. BASIN
Oil & Grea9~ Filtration System With 6"~ Outlet
~ATElfT PEN..DING
'f..tJ
Z
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. ~WV~/,
c.:"':' """"""".l6''O!~.",~~.Li---.
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",lD STEEL AMGtt
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~ - -. .- -~ ... -- .. .....
- ~~--~~.~]~ ]~~=
16 1/4*
f
>, ". 2* X. : 112" "ILD
STttt BAR
.J
35.J.I."
5J:
......
Sf ATE APPROVED
I
JfABRICA1ED STED. t~t~
/.. GRAlE mAWE .AND GRAT6 ~...., .' -I..a'. n .. "D
r- - · . -~ r
.....
~.-_~
L-.. ,,__' _,. ,. ...
GREASE: rrMP
J MtH HINQ~O Ub
.. ......... "-
I .
1~9 , ,_~.~::P:::T D::~:D
~ Containment Areas
...... l;- GAl'Jl$: 1llAP ~ ~ Replaceable
J I"") Absorbent
Pouches
---......'
61t
,
.r1t..~ ~:
~
~
5
i
a...
I
.".,.
S
L
~
."I;f'
N
Ie:
wcm STAKE
fREA ED2X4 ,
P IN E WHIT ~
rtARKltfG ENt or AI!
HOUSE SERVICES
WHEN CONNECTING TO (XISTING LINE
MAIN Llf4E SHAll BE CORE DRILLED ON top
Of' PIPE AND CONNEcnON SHALL BE MADE
ON TOP Of PIPE WlT"' A MECHANICAL CONNECTOR
SUCH AS tHE INSERT -A.... TEE CONNECTOR.
TAP SHALL BE 4" DIA. IF "'AIN LINE IS 8" OlA.
......
.:=r
~:~
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,
~~F1Il
L '...
~-'
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6"
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-
SEE STD. DWG.
4-19f SURfACE RESTORATION
AREA DRAIN CAlCH BAS'N..
1 ~ Bike proof. heovy
supports MSHO H20-S16-44
...~
~?
, ..,...
i
a...
.
TM ;
2. Flo.......Gord Filterl Insert
( Model FF24D')
With High Flow Bypass
3~ Solid D,amond Plate Lid ~
.L:-
GRAn: FRAN[ AHD GlAtt
.' ~1t
---a .
~;===~
~.
~~.~ I
~~
o
WATER TIGHT CAP at ALL
HOUSE SERVICES
4~ Box fabricated from
10 GA. Materiol
DE:PTHS AND DIMENSIONS
SAME AS DRAWING ABOVE
w
~
SEE stD. DWG. t-
4-' j PIPE BEDDING ffi
FOR BEDDING ~
REQUIREMENTS ~
247 WASHINGTON) ST.
EUGENE, OR 97~01
(541) 687-86?2
(Fa:{ 541) 687--9033
CllfY OF SP1UNGFIELD
DEPt. OF PUBUc WORKS
'" ;
"-
ST/tNtlARD
DRAlrJNc)
;
GIBSON STEE"L; BAS'IN51
.
,~.L 1-6'" ""'~""
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Cg_el\DET AILS\SPR\400 SE\.IE'RS\4-6.DW'G
AlTERN4 T[
'"STAlLAnON
. ;~ C~. 0:; :~::~:i- - HOU~~ :RV;C[~ONNECTIONS
I' Bar; .r.ll'AJ1 S'J~Jf!r TO LATERAL
J SPRuil\.n"~ OR. 9'1411
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Cg_el\DET AILS\SPR\40D SE\'/ERS\4-1.D\YG
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. STREET DRAIN CATCH BASIN
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MODEL # ###_xxx_###
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FITIlNG
SIZE
-4
6
8
10
12
14
16
18
20
24
1.0"
2.1
3.8
5.9'
8.5
'-
11.5
15.0
19.0
23.$
34.0
, '-
c
i T 11."1l'''~~I'IIW'~ 1 l*"l.'~llll7"t:r 1-
-
1.0
1.5
2.4
I 3.4
....6
6.0
7.6
9.4
13.6
1.0
1.2
1.1
2.3
3.0
3.e
4.;
6.$
.1,1,,', ", I".,..
o
E
1". ~~"~~~'Ill>''''''-
i r~ ,7 .1Wl"'lP"'~-~. V 1......~1\!I.'-'l"~~1
. TI<l"'l~_ "" .. n ~1llPQ' 1 11.~l'\1l'''~.''~~' 1 WI r''''' .
I -w ~ ~'r . 1 1
m __.~.,nb"',
~-"-r'"'f'T?
i~~IlI~-"'~.~
T tW~!' T~-"--" VJ r I
II. ~
-III, ""~' '''--1'' II..',....'''..".
(VERTICAL)
VOLUME OF fHRUST
'BLOCK tN CUSIC YARDS
45" :22-1/2" 11-1/4' 90.
BEND : BEND BEND SEND
"'"~
S"'Z-.-L ~
e
1.6
3.7
i6.5
10.2
14.7
45" 22-1/2' 11-1/'n:
BEND BEND BENO
113
2.3
3.7
5.5
7.6
9.9
1.1
'-
1.8
2.B
3.9
-5.1
0.9
1.2
1.1
2.3
l ---
.tiQIES.:
1. ABOVE: eEARING AREAS BASED oN rEST PRESSURE Of 150 PSI ANO AN AllOWABLE SOIL BEARING STRESS OF' 2000
POUNDS PER SQWARE FOOT. Tt) COMPUTE SEARING AREAS FOR DIFFERENT TEST PR~SSURES AND SOIL BEARING
STRESSES. USE THE fOllOWING EQUATION:
BEARING AREA #l ( TEst PRESSURE I 150 ) x ( 2000 I SOIL BEARING STRESS) )( ( TABLE VALUE )
2. ABOVE VOLUMES BASED ON TE51 PRESSURE OF 150 PSI AND THE WEIGHT OF CONCRETE == 4050 POUNDS fER CUBIC
YARD. TO COMPUTE if OR DIFFEAENT TEST PRESSURES. USE THE fOllOWING EQUATION:
VOLUME == ( TEST PRESSURE. / 150 ) x ( TASLE VAl.UE)
A.,.. 2
lEG
~ ;lr L
pi; ~
f~.'''',~ . f
~~
CRO~
.CROSS
J!
~ ~I
~
~.
: 1
t
.lEe
RODS FOR YERnCAL SENDS
fiTTING SIZE ROO SIZE EMsa:OMENr
12" AND lESS #$ JSO"
M '
14~-16~ #$ ~6.
.MQIES1
1. CONCRETE BlOCKlING TO BE POURED AGAINST
UNDISTURBED EARTH.
2. ALL CONCRETE loaE ClASS 240Q MINIMUM~
3. INSTALL ISOLATION MAfERlAl BETWEEN PIPE AND/OR
FITTINGS BEfORE POURING CONCRETE BLOCKING.
4. CONCRETE SHALL BE KEPT CLEAR Of ALL JOINTS AND
ACCESSORIES.
5. TIE ROilS SHALL :BEDEFORMED GALVANIZED COLD ROLLED
STEEL, 40000 PSI TENSILE STRENGTH.
111...'_____"'11,, "I 111, I IIlU I 111'11
.
Ale PAVING
CURB
-1 12"
J
-.i
l
3'U...6.1
ROUND
ROCK
I
BOTTOM OF 610...5tVALE
r._A~ V EW
WItS;
1. DifFUSER EXTENDS fROM SCl!lPPER TO ORAINAGE WAY
2. BED ROUND ROCK so THAT SuRFACE IS SLIGHTLY BELOW
SURROUNDING GRASS SURFACE, SCUPPE~ MAY BE
SLlGHfTLY CONCAVE. lEAVE NO SPACE BElWEEN ROCKS
--'-.,1
......--. ' I~ : I 1111" I
r'rr ~~~
111....,.....~
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8
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q':~ .
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STRADDL.S SLOCK
~
t :'::~a-.: ...~
.:.. :''l!l!
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........ 'II
OATE;
MAY "992
"~~ljl~III"
5CUFPER
CURS
B2"
\-
6
'C~
;
BEND
~
~..;l~
.;':.;'. ~'. 4" MIN
.' .f" HOOK
VERTICAL BEND
"",IiI4ll_
11".,.",~t~.r~
lliRUST BLOCKING
", \ I I III, I I . . ~ 01111 .. ",,~"..I., I I. III .
DRAWING NQ.
401
, 1111' ~ ~ ,1,1""",M"d,,,,,1111
- ............. '" ""
.1" ,
Dt: I AIL 201
SCUPPER DIff"USEA
iI. "1,.,.1 .,,, '" ......'..,,,".,, II,." 11111
1 PArE; URAWING NO.
I MAY 2-007
Ill~;l.~"'1I,"""'I""'IIIII,,ll" fT ---..., ,. 111,'lj,,1 I I
'""...;" ,
1Jltt'ft..1I""illo# l~m"'- "'l 'If-m''\Yl'~w~r 1 I r
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1~
"~~,~,'T',,,,,,,,,,,,:.,,,, ".,'"..,~~~~.,... ""1'1" ,.,.1 ",lfI.., ,_."" '",.~.~=......
361t )( 38.~ x 6"
CONCRErE PAD -...t>;'
(OPl'IONAL) ~JJIN
SIDEWALK ~ ' R , BREAKAWAY FLANGE
VALVE BOX . -~ WRAP HYDRANT BARREL
6" GATE VAL'lJE. WITH 10 !MIL PLASTIC
MEqHANICAL JOU'UT \ .__. '. ~ ~ PR.IOR TO POUR t,,'
TO FLANGE , C _ t/' ,~ . . '
J.,. '.'" ..... .-."'~.'..' ~ ";"<<i.','.' ....rL..:"'~9~' ~ t.,&,,'" ""J " .2 -8 A. BOV.E ;
.... '~'-.{~'~.....:.............. . '~":'o;ot>i.~~ ..' :....~. ..t. COI..CRETE 'PAD OR
"..~ ~~ -~"'.. ...~,." 0 '.... ,
~.~ 'N. '..,'-...'~"'='.~' ..'-. '. ...,..;.:.f' . . .I. 0' SURROUNDING DAT~M
I........')~ ./1'.. ...Jf'~'.!" ... ,~:t::. :
. . . "'~~ ": ~~ i
.~ ~: '.'," .'-:' t:;..,.
'O;.of LW:t::
f..' -.... . I ......; O:J
. . . '~__. ..,l;<' "
, ,.... r.,
H
~ . tI~.
51. :: ~,,~,:
.~ ~.
if;U
CONCRETE THRUST BLOCK
- ~IN 1 L3 C~BIC YARD )RAIN - IRAISED LmlERING
~OCK . TO 6 ABOV~ Of AIN HOLE
.- SaUD PRECAST BA$E BLOCK
~OTes ,
1. WHEN PIPE IS SIifORT-ER THAN dE"" NO JOINTS ALLOWED. USE MECHANICAL JOINT RETAI~ER lGl.ANDS. llWO \.3/4"
GALVANIZttO TIE RODS MAY BE iUSED IN UEUOF THRUST BLOCKS fOR IN$'JALiLATIONS LESS THAN U3' lONG~ TIE
RODS SHALL BE .COATED WITH TWO COATS OF BtTUMASTIC.
2. WHEN PlPE IS LONGER THAN 18', RETAINER GLANDS NOT REQUIRED.
3. THERE SHALL BE A MINIMUM OF 18N HORIZONTAL CLEARANCE AROUND HYDRANl.
4. WHEN Pt.ACEOAOJACENT TO CURB, H'!(ORANif PORT SHALL BE 24 tI FROM FACE OF CURB.
5. OONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AS PER THRUST BLOCK STANDARD DRAWING. DO NOT! BLOCK
ORA!N HOLES.
6. EXTENSIONS REQUIRED FOR HYDRANT SYSTEMS SHALL BE INSTAl.LED TO THE MANUF'ACTURER'S SPECIFICATIO~S.
7. FIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM OF 5' CLEARANCE FROMI DRIVEWAYS, POLES. ANd OTHER
OBSTRUCTIONS.
8. HYDRANT PUMPER PORT SHALL. FACE DIRECTION OF ACCESS.
"-,,,,""
".....,"-~
,,-
. "
"",,'.'
""'."",-
HYDRANT INSTALLATION
"'"'''''''-'''''''
DATE:
MAY 1992
~ tJRAW1NG NO:
402
""~'I,', ..~ " "'.,.... ~
..........' I. , '", "I ","1 " , I
'''~
,I, .11'1. "".,.........'..
"ll. ""1",-"""",'1",,,
---...~~~. . ~d, I .
811 C~M.U., 5LD~ GROUT
f'm::: 1500. peL F~= 60000. pe<l
#5 '@ 16." Vert '6) Edge
#4 -a> 2411 HorJ;z
/ . FIN, GRADE
f
, ! f' ....'IIJIL.. .
.;1:"'" '. _
i'l.- .
- .-:~( I
_i~l.
4 2 3/411
-i
-. J ~~',
~ ;.. I
::1"~'i
. I
qll.. ..!
~... 1'\ 1!"'Ili'- 2 3/4"
". ""- :J..I
2" PVC DRAIN 1V e/ _Oil ole ~ ~: :: ~ ':1 :;.' :.,i ":'. '4.~' .
:t. . _ '. fI ~..4 ' . . .
H1; BARe. @ 12" OIC CONT. .~~-...""'":.--'"::;":--:
#4 BARS> ii) 18" OIC . ;1J
I !
10" " I
".1
4t 91l1-,.,...8'~1!..... "...1U l.l'o'
0:
,
f-,.'
8" C.M.U., 5LD. GROUT
f'm:; 1500. P$f~ F~::: 60000. pGil
#5 '@8." Vert U> Edge
#4 ti>2411 Horfz
FIN. GRADE
~ b
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91
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31 _0"
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ec.ale; 11:2'1' = 1)1,..0'
"lIlJ I II,
Rt:IAININO WALL
SECTION 4'-0'
","'"',",, ,,,, ",_..., ,,,,,,,...,.
- DATE: PRAW1NG NO.
MAY 2007
"""",,,,--
~__',I""II"""~~ J/1,1'""l'''''''lIl-....~~~,,... r~ II', ,,1'1 ".,,1
'......~,'I ,,,.""~I-,,,,,~,,,,l " I 41.,. 11~lil
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I", I. ~ I; _I"~ ,,'1""'/1 1111,1 .
,I -. I .1., ""_1 " III", .
-2 l/Z'-
PAVEMENJ OR GROUND
1/-2'
,- 1"-
SUDtNG TYPE OUCTILE
IRON! OR ALUMINUM
VALVE BOX ANO COVER~
..(~".._.,
,.,""
r~r1
. I I
t_ i-l,
VALVE BOX EXTEtJSION____... "".. r-
I
OPERATOR EXTEHSION,.__ -"" I
SEE DETAIL THIS SHEET ---- I
..."-
PIER BLOCK - 3L 4" -0" n
co. MPACTED . AGGREGATE. . .".'.".
BASE OR CONCRETE,
SEE NOTE 4 ~
""'\. 1"1 '.
U 'r I
( , It
: ""'. V ~
.-:.., (~~~~.,..;:
l
~ t
3/4"--'
1/2" DtA -+'-
WROUGtIT . . _ j-; ':..: ~
IRON ROO-4. '. ../$....... ._~~.~,
/// ~ '"
'\--:.+'...... W '\.\.,
III .... "''I
fill . ~ cr:'\\
III ~ !\. 4: lLJ \\\,
S 1/4;/4\\.ill:. ~ E-_::E:JZ ~.J.'H
~" ~$'fj/'Y
, ".:Il:'.~.. - ,,~ () .1'/1 .
\. . '\" r- ,.. Qf
"\. "..... . .~,
........ -....~:::n- __.. ~. -:'.. " .J(
,,-~::,,/
2"'
1/2"-
1/2' -- --
1/2#- -
CQVER PLA~
'f
VAL~ BOX
.ASSBJIBL Y DErAIL,
". ,~..;' ~ .' . :.t .
~"": .'<." 1".
~~~.;,....~: :;;. "~
~~ ..._,.."....."
~~\' t .; ~ ~.~
; ~ f ~~; .~~ .... ;4j ~t~. ~
j' . "" ..'0 ""'."
... "'"," ..~". ~
y. ~.
~.;.......
f ~ . .
f ~
f ~
f i ADJUSTABLE FROM
} 12ft MAX TO 6" MIN
f .
f ~
f .~
:;..
:2>1 SQU.~RE OIflERATOR NUT;
WELDED TO PIPE SHAFT -}'
iOPERATOR EXTENSION .' ~-W
1 1/2/11. SCHE:~ULE 80:. ·
tPIPt' SHAfT-_____ ;
!ROCK GUARD ~.~
l/S~ STEa PLATE: :.~.~
iOIAM~TER == VALVE BOX- ;.
:EXTENSION INsmE ~:
iDtAMETER MINUS 1/2"--- ~
~ '-... - -
.......~ I . i t
---~I
~..'.' ~.-~^. ~
;" ~~~~ ~$J
~ .~
6"
.NQIfS;
1. VALVE eox NOT TO REST ON OPERATING ASSEMBLY.
2, OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS
DEEPER THAt4 4 fEET FROM flNJSH GRADE.
3. CENTER VALVE BOX ON AXIS OF OPERATOR NUT.
4, VALVES 12" AND SMALLER SHAll BE PROVIDEIJ) W TH
CLASS j BASE ON UNDrsrURaEO GROUND. VALVi:~
GREATER THAN 12 t SHA.!. BE 'NSTALLED {)N
PRECAST CONCRElE PIE (: BLOCK.
5. V.AlVE OOX EXTENSION SHAll BE CAST IR()N OR we
(ASTM D 3034).
~;
~:
~:
fLAT BARp Ii
'2-1/2" x 2-1/2" x 3/8"-'
3/S" " :: /4101 SQUARE -+-
HEAD CUPPED CAPSCREWS..... .-....a: I f8
S' x 3" X 3/'8" x 2" 7" ' ~
lONG S'fEJ::L' SQUARE ~' l'
TUBE ,,::::: !."IED ALL ; TT'
AROUt:) 70 FlAT BAR ~ ~I
_/ ~'i~-
-"
I, .1'1 I.., ~ ~ I _,
'"'''''''''' ,,' ,,', '......" ,,'
VALVE BOX AND
OPERATOR EXTENSJON
ASSEMBLY
-
VALVE BOX ~NSION SECTIOt~
. DATE:
MAY 1992
II I'll" I.
. ORAW1NG N.O.
403
- "'""
,-.,.".,..'"''
J
K
-t ~ ,-..~lllljjijll,,!jlllll
. ..,-....--.. ,,,,,.,. ,',
,.,,,..... .'
",. ,. lil~ I <I '10' "1'1', '01< 1,__ '. .:- t
, " ....'"
(USE FELT STRIP OR 1~
POLY. ISOLATION JOINT:) IF~lh'ETER {
BOX IS SET IN CONCRETE
I . ~
:,\<\::-::.';::.: :<:/,:";:> . ':"'~:;" ; ~;:/;~;~ \
., '.' ,. ...::' .... ....
!.~. .. ~".'
SERVICE ; " ::/:.....-.......
.<...~..,. ~.....;;,..., \~.
-'--......------...-- ...-........"':'f- -... \ t--
----------...-'..":"':""'..,~ ---. ..tl U I ".t
,~ ,~ \"'\ ~/ I ~
.~ :'. ;, '2....~'
.,~. .<~.;
'. ~ ,
MAIN
..
't. .
. ,.:, {:.
0:== ~.==:;:: =::======
., '.~~ ". t' ";
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0' :t.:
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~::;:::';\;;,;:~ :::,:)<:,: !T::--' ,-
, ~
. ..:......;t/
J
-----
----
~
CONCRETE METER BOX
WtlfH READER LID
.. 4" MIN.
.'
OUSTOMER
SERVICE
, lINE,~
I
~~,~S~~T~~~ :::~ '
,\1 :4.~1 ~l~~.'t~,.tS~~l:.~..~ ~~j
- "....Qt. ,..,.. .
'5 ~~.~' ~.:;~'.?:~:) .'5.~~~' .' <0.
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:?;;'.~ ~:.:; ,
.10 ......
.,. .
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-
:;:{) ~~?i{!~~;.;
of ~ " . ' It. : .. \' "~. ~ .. ~ ~ I ~
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. ..."'",. ,.,. !.... ~.. ".. :., .,", ',.
J. '. oil .1, · ...... .." . ....". t>
, '. '. . ... ~. '. '. oJ . ... . . .., 4
"I'. : '</1, . J: . ." . ~.., . ~ . '1 '.,.. 1
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t,: t ": ",), "." f _ _ ..,. ""; .!: t
; . , ." "'. ,. ~ -. " . .,.0. . . '"
; . "- ~w . I "'. . oj. I ~
.. ..,.. ~. ~. ... ...
~
\\. ~ -6" OF ,3/4"-0>>'
~ CRUSHED ROCK
cus= J
SERVICE
VALVE
~
ANGLIt MEiER __
VALVE
"'c
SEAMLESS, SOFT
ANNEALED COPPER
SERVICE LINE
SIZE AS REQUIRED
SEC11O~
II 11".1_""
...
III '1_.1 i1,IIIIIIIII,
..
!JOTES~
1. \.4ETER TO BE CEN1Ef<EO AND SET PLUMB
NSIDE METER sox.
2.. MANUFACT:URED. ;.JETER.. i:).~~t..I.1 ER MAl( BE USED
FOR 3/4f; TO 21t.' SEj;"/!CES.
3. SET ME'fER BOX 4" MINIMUM BEHIND CURB OR
SIDEWALK~
4.M'tTER BOXES SET IN lJRIYEWAYS SHAtL HAVE
TRAFfiC LIDS.
DAT~
MAY 1992
II 1,1
DRAWING NO.
408
"I II ,,1 J I 11111. I ;111 111"1,, 1,1_
3/411 TO 2"
WATER MEtER eET1TING
DET AIL
"" 1,1IIt1i
,
1.11(1 '1"" ~I ~ ......1 ~III. "," liItJW\.lOl 11111............,11.111., . .1,1 .',1 11",11 ;,';~IJII'~"""'!""""'I' '~"'" 11,1'1 ',''''~ "'1"" .'"''
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DESIGNER
MKI
CHECKED BY
R,D.R.
FILE NO.
D2.DWG
PROJECT NO.
Q124
SHEET NO.
02
1
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INSTALL EROSION BLANKET IN BOTTOM OF SWALE OVER SEED TO FIX SEEfD IN PLACE.
CONTINUE BLANKET 6 INCHES ABOVE SWALE BOTTOM i
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DESIGNER
MKI
CHECKED BY
R.D.R.
FILE NO.
D3-FINAL.DWG
PROJECT NO.
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1
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DESIGNER
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CHECKED BY
R.D.R.
FILE NO.
G124--ENG.DWG
PROJECT NO.
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SHEET NO.
D4
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DESIGNER
MI<I I CDO
CHECKED BY
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FilE NO.
G124-ENG.DWG
PROJECT NO~
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1) SOIL -rYPE 15, APPROXIMAlEL Y 60% TYPE 30-ClOQUATO-URS.AN LAND
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WA TER TABLE DEPTH OF 2-3 FEET. TYPE 19 J-lAS A MODERATE
POTENTIAL WITt-t K=O.281 AND AN AVERAGE I-HGH WATER TABLE DEPTt-l
OF MORE T~-tAN 0 FEET.
2) Tlr~fE OF Tr~AvEL ZONE IS 5 YEAR ZONE..
3) K,EEP AL.L E><ISTING STREET TREES, At'-4D ALL T,REES NOTED ()N PLAN!_
4) EX,.. SITE IS OUTSIDE OF THE SOQ-YEAR FLOODPLA,IN, AS INDICATE[)
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CHECKED BY
R.D.R.
fiLE NO.
G124~ENG.DWG
PROJECT NO.
G124
SHEET NO.
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2. All! tCGllch baefne rsqutre 2 ea 450 bend! to connect to pJpe.
3., A'~ catch baelne are Glbeon model! KOCaFIO... 36146..6 unleee; noted
a0 conarele (CONe)
4. All downspout lalerate. and esrvfce "nee e.haR end 5' from building lines amd
ehaP Ibe capped and marked for laler connecTilon by ,builder.
o. All clean-out. covers and meter boxee In traffic dreae ehatJ
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1) WATt:t< AND SEWER LINE5 SHALL BE CON5TRUCTED IN ACCORDANCE WITH
THE STANDARD CONSTRUCTION SPECIFICATIONS OF THE CITY OF SPRINGFIELD
AND THE SPRINGFIELD UTILITY BOARD.
2) WATt:t< MAIN, HYDRANTS, SERVICE CONNECTION AND METER BOXES SHALL
BE INSTALLED BY SUB.
3) POL YETJ-JYLENE PIPE WITH TONE WIRE SI-JALL BE UeED FOR ALL WATER SERYICEe.
4) ALL SANITARY eEWER PIPE eHALL BE AeTM 3034 PYC.
5) ALL CLEAN OUTe AND VAULT LIDe LOCATED IN iKAFFIC AREAe SHALL BE TRAFFIC
RATED.
6) eEUJER CONNECTIONS TO BE CONSTRUCTED BY CONTRACTOR.
CONN. TO EX. WIL
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FILE NO.
G 124-ENG.DWG
PROJECT NO.
G124
SHEET NO.
1
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DATE
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DESIGNER
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CHECKED BY
R~D.R,
F"ILE NO.
G124-ENG.DWG
PROJECT NO.
2
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DESIGNER
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FILE NO.
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PROJECT NO.
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1) EXTERIOR LlGI-1l PROPOSED TO BE A TYPICAL WALL MOUNT
FIXTURE: L/rl-JONIA L/Gt-tTf~~G: TYPE rWA 35-0' 1.20 LPL
2) THE l--IEIGI-Il OF A FREE STANDING EX1ERIOR LlGI--Ir FIXTURE
Sl--IALL NOT EXCEED 2:; FEET OR Tl--IE l--IEIGI-.JIT OF Tl--IE PRINCIPAL
PERMITTED STRUCTURE, Wl--IICl--IEVER IS LESS. l--IEH3HT SHALL IBE
MEASURED AS Tl--IE VERTICAL DIeT ANCE BETliUEEN Tl--IE PAVED
SURFACE AND rJ-~E BOTTOl'1 ,OF Tf-lE LrGtJlT F/XTURE#
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DESIGNER
MKI
CHECKED BY
R.D.R.
FILE NO.
ElEVATIONS.DWG
PROJECT NO.
G124
SHEet NO.'
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.1.11,.1 I ____.I ___ _ I I . I I I J
All adjacent propertIee, water featuree, and related natural reeourcee are to be kept free of
depoelte or dlechargee of eoll, eedlment or conetructIon materlale from the conetructIon efte.. In
addttIon wetland areae ehall be ehall eurrounded by approprIate fencIng ae noted on CeMP prIor
to the conetructIon and ehall not be dleturbed unleee the proper per mIte are 1'talned.
All eroelon eedtment control meaeures ehall be protected from damage at all tlmee.. Control
meaeuree ehall remaIn In place untIl the permanent re..vegetatlon hae been etabllfted.. Any
meaeure that Ie damaged or deetroyed ehall be repaIred or replaced Immedtatel~.
etabllfze wIth approprIate/approved eeed mIx wIthIn eeven daye of expoeure al~ areae wIthIn 25
feet of waterwaye, wetlande or other eeneltIve areae and completed conetructIotl ffnlehed gradee..
eeed type ehatl be ae per APWA 5tanda'd 5peClfIcatIone, amendment 18, eectIqn 225..2..19A..
I
7
Hold a pre-conetructlon meeting of project conetructlon pereonnel that IncIudee the Inspector to
dlecuee eroelon and eedtment control meaeuree and conetructIon limIte..
The E5CP muet be kept onette and aU eroelon and sedIment. control meBeuree &hown on the plan tnJet
be Inetalled In 9Uch a manner to ensure that eedtment or eedtment laden water that entere or Ie Irkely to
enter eurf ace watere or conveyance eyeteme leadIng to eurface water, roadway or other propertIee
doee not occur.
The ImplementatIon of the ConetructIon elte Management Plan (C5MP) and conetructIon, maIntenance,
replacement, and upgadtng of erosIon and sedtment control meaeuree Ie the reeponelb1ltty of the permIt
regtstrant until an conetNctfon Ie completed and at-'~l oved by the local develo :>ment agency and
vegetatIOln/landecaplng 'e eetabllehed.. The permIt regletrant ehall be reeponelb e for maintenance after
the lote are approved, unttt the lote are eold and the 1200"C permit .IS termInated..
The permIt regletrant mJet be reeponelblwe for pro:>er Inetallatlon and maintenance of all erosIon and
eed1ment control mea&uree, Tn accordance wIth loca, etate, or federal regulatlone..
Eroefon and eedlment control mea9Ure& Includtng perimeter sedIment control mJet be In place before
vegetatton Ie dleturbed and muet remaIn In place and be maIntained, re :>afred and prorrptly Itrplemented
followIng xoceduree eetabllehed for the dJratton of constructlon, Incudelng protectton for acttve
etorm dra n Inlete and catch baeln& and appropriate non-etorm.uater pollutton controle..
Begin land clearIng, excavatIon, trenchIng, cutting or gadlng and earthwork...eurface roughenIng after
InstallIng epplfcable eedtment, eroelon preventton and runoff control meaeuree not In the dIrect path of
work..
Apply terrporary and/or permanent eoll etabllT:zatton measuree Immedlatel9 on aU dteturbed areae as
gradtng progeeeee and for all roadWc3ge Includtng gravel roaduaye.
Wet Weather aMPle: Con&tructton actlvlttee muet avoId or mlnlml:Ze excavatIon and creatton of bare
ground on elopee geater than five (S) percent from October 1 tlTough May 31 of each year..
Wet Weather 6MP' e: T errporary etablll;zatlon of the elte muet be Installed at the end of the shIft baf ore
a holIday or weekend or at the end of each workday If rainfall Ie forecaet Tn the next 24 houre and
each weekend and holt~..
Identify, mark and protect (by fencIng off or other meane) crlttcal rIparIan areae and vegetatIon
IncludIng Important treee and aseoclated rooting zonee and vegetatton cr-eae to be preeerved..
Identify vegetattve buffer ;zonee between the efte and eeneltefve areas (e.g.. wetlands) and other areae
to be preserved, ee :>ecfally In perImeter areae. Preeerve eXlettng vegetation and rs..vegetate open
eYeae when practlcab e before and after grading or conetructlon.
When truckIng eaturated eolle from the elte, eIther waterttght trucke muet be ue~d or laode muet be
draIned on-efte until drIpping hae been reduced to mInImIze eptllage on roade.. 1
Temporary stabilization or coverIng of eoll etockpflee and protection of etockplle located away from
conetructton activIty muet occur at the end of each workday or other 6MP'e, euch ae dlverelon of
uncontamInated flowe and Inetallatton of eedlment fencee around etockpflee, muet ~ be Inplemented to
prevent turbId dtecha'gee to eurface watere.. i
BMple that wID be ueed to prevent or minImIze etormwater from being exposed: to pollutante from eptlls,
no dlecharge of concrete truck waeh water, vehIcle and equIpment cleanIng , vehicle and equlpmenat
fueling, maIntenance and etorage, other cleanIng and maIntenance acttvlttee, and ..waete handling actlvlttes..
Theee pollutante Include fuel, hydraultc fluId, and other olle from vehlclee and tn9Chlnery, ae well ae debrle,
leftover palnte, eolvente and gluee from conetructlon operatlone.. I
Any use of toxic or other hazardoue mattrale muet Include proper etorage, appll;catton and dlepoeal..
1
etreet eweeplng shan be preformed ae needed or when dIrected by the CIty Irspector to lneure
publfc rlght"of --waye eYe kept clean and free of debrle.. 1
ProvIde ?ermanent eroelon preventlon meaeuree on an expoeed areae to prevent form becomIng a
eource o' eroelon and remove all tempora-y control measuree, unleee local ordlnancee requIre otherwlee,
ae a-eae are etabflTzed.
An temporary eedlment controle muet remaIn In place untll permanent vegetation or other permanent
coverIng of expoeed eollle eetablfehed. IdentIfy the type ofvegetlonve seee? mIx ueed.
5edlment controls tnJet be Installed and maintained along the elte perimeter on all down gradient eldee
of the conetructlon elte and at all acttve and operation Internal etorm draIn Inlet~ at all tlmee durIng
conetructton. ;
PrIor to any land dleturbance acttvltlee each elte muet have graveled, paved 0" conetructed entrancee,
exlte and parkIng areae with exIt ttre wash to reduce the trackIng of sedIment pnto publfc or private
roade. .
6
5
Be&t v:anagement=>ract ce ---a:::>e 4=oCP m:::>tementaUon OC 1ed.
Im::>lementatlon schedule to be submItted when earthwork. contractor Is selected.
eoltd UJaete and Hazardoue Materlale Management. Follow project wrItten eptll preventton and reeponee
proceckJree, employee traInIng on epnt preventton and properdtepoeal proceduree; regular maIntenance
schedule for vehlclee and machInery; and materIal delivery and etorage controle~ trainIng and elgnage,
material uee, covered etorage a-ese for waete and eupplfee.. j
the permittee must properl~ manage hazardoue waetee, ueed one, contaminated eone, concrete waete,
eanltar~ waete, Ik=1u1d waete or other toxic eubetancee dlecovered or generateq during conetructIon and
meet all etate and federal regulation and approvale. '
'(ear
2001
4
:3~P'5 ,'(ee ~o
RUNOFF CONTROL5
5tabUfze stream banke/ conet.. primary
t.?rlmar(,l runoff control meaeuree
Pipe elope DraIne
Eneral Dleeapatore
Run-on Dlverston
T emporaf9 DIversIon Dlkee
Graee hned channel (turf re..lnf orcemt
mate)
Trench DraIne (Collected Run-off to
treatment 6MP)
DrOP Intete
Check Dame
CLEARING 4 GRADING PRACTICE5
Top-50Ulna
T etrpDrcYy 5eedtng and Planting
Permanent 5eedtng and Plantl~
M!4corrhl%ae/610r erttllzere
Mulche&
Con1:>oet Blankete
Eroelon Control Blankete and Mate
eon Blndere
5011 T ack.lffere
eoddlnq YeClelattve Suffer 5trlpe
Protect treee wIth co~tructlon fencee
· VEGETATIVE ER0510N CONTROL5
LIve etaklng, (etablll;zatton practtce)
LIve Faeclnee/6rush Wattlee (etabll1;zatlon)
5tabdl;zatton Mate (etabnlzatlon practtce)
Pole Planttng (stream. bank atablltzatton)
Srush Box (stream bank. etabfll:zatton)
FaBCfngB mfth ~ub..dr~fM (Atr~m bank)
I hIP P,..,I,:l! nr-;lItnA (Afr,:l!An') hank)
6r.LJt.n F=>~k.t~ (Atrp..Am hAt1k)
, YE~E~~E'fR~5iO~aCONTROL5
5edtment Fencl~
Sand Bag 6arrler
Earth DIkes (stabflt;zed)
Dralnaae 5watss
eubeu~face DraIne, eurface d~lleht
Rock Outlet ProtectIon
5edtment Trap
Rock and erueh Flltere (etream bank)
Compoet 8erm/Corrpoet eock
Fiber Rolls, 5traw Wattlee
etorm Drain Inlet Protection
5edlment Baelne
DIrt Roads, Graveled or other 6MP
Dewaterrng andpoi1ded water manaaemnt
Pavl~ Operatlone. Controle
T emporarq Eaulpment 6rld<::4e
6MP's to Prevent illIcIt Connection
6MPe to Prevent'l1Ie~al DIscharQe
Reuee and ReqJCle Conetructlon Waetee
!
'w"'.on-l- ,.., \j,L~ Ii! ti. if. ~ ~ W.. It ~ z~ a~
f.--:. ' K i '.~- r: <( r: I -") -").<f J) .....,
:=oC'=> ~~A'~~-- YE
.=< =6 o....t<A T ON
January 10, ~!OO1
McKenzie.. T aator Center
'.::> art
, ::>: = &..J "W' & .....
1_--1'
Date:
Project Name:
Factltty File ID
Prepared 6y:
Company Name:
e...mall add-eee:
Ronald D. Rlce,P..E..
Geomax, Inc.
geomax1i>geotnax..ue
O:'=<-=GO ~ ~~=G' 0 .....-=: ~=~:)=-'~6 N:=: =:: =<
T1-415 PLAN COYERe LE5e THAN 20 ACRE5
NO ENGINEERED t:t<OeION OR 5EDIMENTAT10N CONTROL FACILIT1E5 Af'<t
REQUIRED FOR THI5 AREA.
\(o:::>=C....O=< QUA_ F CAT ONo
THE ER0510N CONTROL IN5PEctOR WILL BE NAMED AT A LATER DATE
!
_OCA. _ GOY: =RNv : = ~....~=< =QU R':: ~~:~=N--.o
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3.
The proJect Ie located wIthIn -the CIty of 5prlngffeld, 9R.. eprlngfleld hae a local
eroelon and eedlment control or etorm water odlnance or development etandards
that requIre the development of and Implementlon of an eroelon and sediment
control plan.. .
~A~=<=<A T Y:_= 0 TE ~: :::oC:=< p..... 0 '-I
2
a. Conetructlon wtR conelet of removal of exletlng vegetation (ecrub brueh
and graeess) and gradIng, wIth the exceptton of all exletlng treee..
b.. Flll materIal ehall be non-organic and non-expansIve ~tlve eolle from other
conetructlon eltee In the area or ehaU be approved cruehed aggregate..
c.l) Nattve eoTts on the elte are mostly composed of cloquato..Urban land
complex (type 30), and McBee ellty clay loam (typ;e 19),
c..2) These eolle have eroelon potentlale of k=..24".32 fot' the cloquato-Urban
eerlee, k=.28 for the 5alkum eerlee, and k=..15....32 f<?r the Malabon eerlee..
,0 --.= NO....!=o= ,
1. Exlettng vegetatton conelete mostly of graseee
wIth low ehrube and an Oak tree In the
OW corner.
3.. There are no wetlande wIthIn the conetructlon
lImIte..
1
4.. There eYe no coneervatlon areae or natural
reeource areae on thle efte..
I ..
5.. A detailed conetruc\lOn echedule Ie to 1,e
provIded by the elte contractor for, gadtng
and pavIng when eelected
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1.. Prlon to any ground dteturbance on the elte one Inspection wIth LDAP etafr Ie requlred. leeuance of the
plan doee not relieve the permIt holder and or the contractor from all other permitting requlremene.
PrIor to beginnIng construction actlvltlee all other neceeeary approvale ehall be obtaIned..
EXP. 12/31/08
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DESIGNER
MKI
CHECKED BY
R.D.R.
FILE NO.
G124-ENG.DWG
PROJECT NO.
2.. The eroeloln and eedlment control meaeuree ehown on the plan are the mlnumum requlremente for
anticipated elte conditione.. DurIng the conetructlon perIod, theee meaeuree &hall be upgraded ae needed
for unexpected etorm events and to eneure that eedlment and eedlment..laden water doee not leave the
elte..
3.. The Implementation of the EOCP and the construCtton, maIntenance, replacement and upgradIng of the
eroelon and eedlment control measuree Ie the reeponelblltty of the permIt holder and or the contractor
until all construction Ie completed and accepted and vegetatlon/landecaplng Ie eetabllehed..
4.. The boundarlee of the clearIng limIts ehown on thle plan &hall be clearly flagged In the field by the
engineer prIor to conetructln.. DurIng the constructton perIod, no dteturbance beyond the flagged
clearIng limIte ehall be permItted.. The flaggIng ehall be maIntaIned by the permlt holder and or the
contractor for the duratIon of conetructlon..
5.. The eroelon and eedlment control meaeures on active eltee ehall be Imepected and maIntaIned datty and
wIthIn 24 houre after any etorm event of greater than 0..5 Inchee of raIn per 24 hour period, Meaeuree
ehall be Inepected by the permit holder and or the contractor after each rainfall and at leaet datty
durIng prolonged raInfall. Any requIred repaIre or adJuetmente ehall be made Immedtately.. The eroelon
and sedtment control meaeuree on Inactive eltee ehall be Inepected a mInImum of once every two (2) weeke
or withIn 48 houre followIng a atorm event...
6.. All eroelon and eedlment control measuree ahall be protected from damage at all tlmee. Control
measuree ehall remaIn In . place unttl permanent re..vegetatlon hae been etablltzed. Any measure that
Ie damaged or deetroyed ehall be repaIred or replaced ImmedIately..
1.. Any areae of exposed ~olle, Including roadway e"wL,ankmente, that wtll not be dleturbed for two daye durIng
the wet eeaeon (Octobver I to Aprfl 30) or seven daye durIng the dry seaeon.. (May 1 to 5eptember 30)
ehall be Immediately etab,lIzed with an approved E5C method (eeedtng and mulchIng wIth etraw, bark, compoet
or plaetlc coverIng, etc)
8.. 5treet eweeplng shall be performed ae needed or when dIrected by the CIty Inepector to Insure public
rlgh-of ...waye are kept clean and free of debrle. etreet fluehlng Ie prohlblted..
9.. When truckIng eaturated solie from the e1\$, eIther water tight trucke ehall be used or loads ehall be
draIned on elte unltl drIppIng hae been reduced to no more than one ganon per hour.. 5edlment laden
water wtll not be allowed to enter the etorm water eysteme..
10.. Extracted ground water from excavated t.renchee &hall be dteposed of In a suItable manner wIthout
damage to adjacent property.. CIty etorm water eyetem, water featuree, and related natural reeoureee..
Approval of a dewaterIng eyetem doee l.otguarantee that It will meet compliance or be acceptael for uee
In all eltuatlone., Modfflcatlonae to the, detiAaterlng syetem will be reqUIred If cotrpllance can no tbe met.
At no time will eedlment laden water be allowed too leave the conetructlon elte..
11.. A eupply of materlale neceeeary to meet compliance and Implement the LDAP or aother beet management
practlcee, uder all weather condtlone eha!l be maIntained at all tlmee. on the conetructlon elte..
12.. No hazardoue eubetancee, such as palnte, thlnnere, fuele and other chemlcale ehall be releaeed onto the
elte, adJaencet ropert.tee or Into water featuree, the Clty'e etorm water eyetem or related natural
reeourcee..
13. The E5C factlttlee &hall be Inepected dally by the contractor and maIntaIned to eneure continued proper
functionIng. WrItten recorde &hall be kept of 'weekly revlewe of, the EOC f acllltlee during the wet eeaeon
(October I to April 30) and of monthly revlewe durIng the dry eeaeon (May I to 5eptember 30)....
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303.d ....,~~:)~=<=QL:==< 1_= ~To O'::>T ON
Option No.. 1 Ie preferred. All exposed eolle are antIcIpated to be completely
covered prIor to October I, 2001..
: ::::> A:~""
3.~~ => o=,_ECTON
A comprehensIve lIet of available Beet Management Praclce (eMP) optlone baeed
on DEa'e 1200..C Permit Applfcatlon and E5CP GuIdance Document hae been
revIewed to complete thte Eroeton and eedlment Control Plan.. eorne of the
above lIeted 6Mple were not choeen becauee they were determIned to not
effectively manage eroelon preventton and eedlment control for thle project
baeed on speclflc elte condItione, Includtng eoll condttlone, topographIc
conetralnte, acceelbtlf\y to the elte, and other related condItione.. Ae the project
progreeeee and there Ie a need to revlee the E5CP, an Action Plan will be
eubmltted..
G124
SHEET NO.
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CON5TRUCT GRAVEL ENTRANCE
MINIMUM 100' LENGTJ..I, 5EE DTL 5HT 10
APPROVED eEDIMENT IN5ERT
INLET PROTECTOR
MULCH BIO-Bi::~M
B
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DEBRI5 AND GAr<t:SAGE Ar<t:A
ALL WA5TE TO BE CONTAINED IN ROLL-OFF DUMP5TER
CONSTRUCT WA5I-4OUT Ar<t:A
PLASTIC LINE WI 5TRAW BALE5 (OPT'L)
~-=Ci;~~D ,.'
5D CATCH BASIN
DEBRI5 AND GARBAGE AREA
CON5TRUCT WAeHOUT AREA
PLASTIC LINE WI 5fRAW BALE5 (OPT'Li)
CONSTRUCT GRAVEL ENTRANCE
MULCH BIOBERM
OWNER: MCKENZIE- TAYLOR
BFD I NYE5TMENT5, LL5
4660 Matn Streel, Sutle 150
8prfngrfeld, OR 91428-4003
608--156-3131
LOCATION: 3111 OLYMPIC 5TREET, SPRINGFIELD, OR
TL 11-02-30 : 2100
AREA = 1.68 AC. TOTAL, 1.68 AC DI5TURBED
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l- Spacing Along Swale Or Ditch So That
Elevation A Equals Elevation B.
Note: . .
When bid Item Is -Check Oams- the followtng
materials may be used, 88 appropriate to meet
the functional requirements of the con1rOI.
Type 1. aggregate
Type 2. straw bales wtth aggregate weir
Type 3. blon"er bags
Type 4. sand bags
Type 5. prefab. check dam system
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Ditch
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4%
3%
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CHECK DAM
Approximate Spacing
D III Dlmenston
8- 12- I
* * 15' O.C.
** 20'
** 25'
15' 30
25' 50'
8
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~. @6-mtn. :
tn\ 6- min.
~ 18- max.
MIn.
.... -
24-
DITCH PROFILE SECTION
WITH CHECK DAMS
18-
25' O.C. .
30'
40'
50'
80'
Notes:
(DType 2 only - - - -
Entrench bales and aggr. a mtn. of 4-
Into the sotl. Toe of last bale Is highest
water control point.
@ Type 2 only .. ..
Place bales 10 wlre/lwfne binding mati. Is
not In contact with the lOR.
@Tur.t2ors-...
DriW , oAkes min. per bale or bag nosh
with top and Into undisturbed ground a
min. of 4-. Stakes may be omitted
If placed over paved surfaces.
@ Type 2, 30f 4 . . . .
Canst. top of eggr. a min. of 6-
loWer than the toe of last bale or bag.
@Type.2or4....
l1ghtfy abut or overlap ends of bales or
bags at each JoInt.
@) Type S . .. .
0Verfap bags 8- min. at each Joint.
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Road 8ubgrade "\.~':'" '. .' . .,.
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Use compacted soil or aggr. base mati. /'
to const. continuous berm at edge of subgrade.
SUBGRADE SECTION
; -
Toe of bale
or bag 8/.1:4
5'
'--- 2'
r--' Min.
. A\~~ I '4\
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STEEP BACKSLOPE SECTION
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+ 4' ..J
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.-- Min.
Toe of last bale
or bag
s\.\ .,
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Toe of last bale
or bag
VARIABLE BACKSLOPE SECTION - 1:3 TO 1:6 (~
Toe of last bale
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FLAT BOn-OM DITCH SECTION
CHECK DAM
TYPE 2,3&4
-12-
fr"St
- FloW
. N01C: H"""".-ld wMho...1Itllp IheI be In m Jenct wtIh
. '" CU'1WA (l. ,;... 8tMdIrd Sptc:IlIcaIIont
OREGON STANDARD DRAWINGS
The sel9Cf/on and use of this
Standard Drawing, wh"e designed =
In tJCC()IT/ance wffh generally
acCept9d engIneering prlncIples
and prsctlc6s, Is IhtI sole resp0n-
sibility of the ussr and should not 'MlE
be used without consulting a 1t.QI
Reglgfer(HJ Prof9sS/on8I EngfnHl'.
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CHECK DAMS
2002
fl:~
DeaCiVPnoN
TOP VIEW
TYPE 2, 3 & 4
REVl8I! NOTE
Not Allowed
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DRAWN: CHECKED:
ra RD.R.
DAlE: SCH.e
1/11/01 NT5
A66RE6A TE
GEOTEXTILE
"'"0--'- S:
AGGREGATE 51ZE 5HALL BE 2" MINIMUM, 3" MAXIMUM
0)
LENGTH:
50' MIN - FOR LE55 THAN I ACRE EXP05ED 50lL
100' MIN FOR MORE THAN I ACRE EXP05ED 50IL
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WIDTH:
20' OR WIDTH OF EXTG. APPROACH, WHICHEVER 15
GREATER
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DEPTH: .
8" MINIMUM,.
Qell"'a~c...
ENGINEERING, lAND SURVEYING, BUIlDING DESIGN
806 No tINm "'ru:J:.' conNiE GROVE. ~ 91424
I '1'D.S'HOt€- (541) 942-0128 fAX- (541) 942-1935
JOB NO.:
5TD DTL
CON5TRU~TION
ENTRANCE
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CATCH BASIN
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Blo1Ilter bag
Stakes
SECTION A-A
DITCH INLET
FIow-
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Note:
1. Use 2 stskes per bag. Stakes may be
omitted If bags are placed on pavement
surface.
. 2. OVerfap ~ bag JoInts 8-.
--- Flow
Blofl1ter bag
'The seIecf/On and use of this
Standard DrawIng, whUe destgned
In accordance with generalfy
accepted engineering principles
and pract1csS, Is the sole mpon-
s1bll1ty of the user and shoUld not
be I1Sf!Id wfthouf consuNng a
R~ ProffJssIonal EngIrHHH'.
NOn:: H ~ ......Ak..MMf.... beln~.
'" ClUtt'lri ar.gon 8CIndInf ~.
OREGON STANDARD DRAWINGS
INlET PROTECTION
(TYf.E 4)
BIOFlLTER BAGS
2002
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AREA DRAIN
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NOTES:,
1. CON,o I KUCT TEMPORARY MULCH BERM OF "GARDEN COMPOST" OR APPROVED
EQUAL.
2. PLACE MULCH BERM ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
3. INSPECT AND REPAIR MULCH BERM AFTER EACH STORM EVENT AND REMOVE
SEDIMENT WHEN rr EXCEEDS 1/3 THE EXPOSED HEIGHT OF mE BERM DE..-. ti.
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENlt Y 8TABILlZED~
4. TO PREVENT WATER FROM FLOWING AROUND THE ENDS OF THE BERM. EACH END
MUST BE CONSTRU..., I cD UP-SLOPE SO THAT THE ENDS ARE AT A HIGHER ELEVATION.
6~ AFTER OOMPLETIO~ OF CONSTRUCTION AND ESTABLISHMENT OF PERM EN ANT
GROUNDOOVERS, EVENLY DISTIBUTE MULCH ONsrrE AND REPAIR BERM AREA TO
SURROUNDING CONDITION~ .
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