HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/12/2007
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MCKENZIE ~T A YUOR CENTE
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IN THE N.W. 1/4 OF N.W~ 1/4 OF SEC. 30
T. 17 S., R. 2 iE, W.M.
LOCATED IN
CITY OF
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SPRINGFIELD
LANE COUNTY,! OREGONI
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MCKENZIE TAYLOR CONo'fRUCTION lCOMPANY, INC
4660 Main Blreet, SuIte :100
o:?rlngfleld, OR 91428-4Q03
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I CArCI--I BA51N, NEW
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It.... FINI$J..4ED GRADE' 5F>~r ELEVATION
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~ FIRE I-IYD~ANt, NEW
~ F~RE I-IYD~ANt, ExleTING
G GAe, EXleTING
"""f- GROUND CONtoUR, EXletlNG
. MANI-IOLE, NEW
@ 5ANlfARY HAN~OLE, EXI$TING
. 5ANlfARY 5EUJER ClEANi out, NEW
o 5.5.. co~ EXI5tlNa
@ 5iORM! DRAIN MANt-IOLE, EXl5llNG
~- 5iREEt LIGJ..4t, NEW
IJ lElEPJ..IONE RISER
o WAl'ER METER sox, EXl5TING
.. UJA lER METER SOX, NEW
l'<J WAtER vALVE
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BICYCLE RACK5
BIKE PRoor
I CATCH PASIN
SLOPE: ,- \ GRAT:
1 1/2 : 1 !j", 2% MIN., SLOPE
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MINIMUM 1 0" THICK
1 1/2"-On CRUSHED ROCK
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COy covER SHEET
DI STANDARD DETAILS
D2 STANDARD DETAILS
D3 5TORMWA TER TREATMENT AND INFILTRATION DEVICE DET AILB
D4 l-frDROLOGICAL STORr--f STUD'i~ MAP
1 SITE AB5E5SMENT OF EX. CO~JDITION5
2 SITE PLAN
3 alORM DRAINAGE SYSTEM
4 WATER AND o::WAGE SYSTEM
5 GRADING PLAN
to LAND5CAPEAND IRRIGATION PLAN
1 ARC~JT =CTURAL PLAN
B EROSION CONTROL PLAN NOrES
9 EROSION CONTROL PLAN
10 EROSION CONTROL DETAILS
.....,
t l'RA5J..t
* OAK tREE
(9 PROP05IED StREET TREE
(9 EXI5TING 5tREEEl tREE
..' i . . P~OPO$ED FeNCE
AWl l~ j , Ib. EXISTING FENCE
~ t-I~NDICAP PARKING
--VAN ACCE5516LE
~ARKI~G Loq S ::CTION - AS' ,. A:- CO ~CRET ::
BIKE PRoor
CATCH BASIN
SLOPE: "--:\GRATE q..
1 1/2 : 1 ~ '''-. 2% MrN. SLOPE ' ~
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MINIMUM 'i8" THICK ~.".:.~,'1:,:,_' ~.~ :".'4,i ~C\TCH JASIN :UNDISTUjJ i.D FIRM
1 1/2"- O. CRUSHED ROCK ;'''':, ".;i.. ilsr~lF t~G. NATIVE
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CONCRETE STRENGiH
FIELD STRENGTH LAB S"RENGTH
35QO PSI 402ELESL
3000 PSI 3450 PSI
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STANDARD
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TYPICAL ,PARKING
lOT SECJIONS
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ENGINEERING, LAND SURVEYING, BUilDING DESIGN
806 N. NINTH STREET COTTAGE GROVE, OREGON 97424
TElEPHONE- (541) 942-0126 fAX- (541) 942-7935
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.PUBLIC UTILIty EA5EMENt
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EXUlt. Xli. eANlt ARY 5EWER
E..XI5't. Xli. PRE55URI:: eANIT ARY SEWeR
STORM DRAIN
5TREET INl'ER5ECTION
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I" 5ANlt ARY $EllJER eERvlce
WI e.o. (DE.T AIL 308 4 .308AJ
5tArlON
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TEt"'IF>ORA~Y ,
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lOP, BACK CURB
lRAFFIC LID
VALVE BOX
EXferlNGt x"~ WA rER LINE
WAtER LINE
WAtER METJ::R
UJAlER 5ERVICE LINE, CO~P.. 5rop,
ANGLE erop 4 M.6.. SEE DEtAIL 406
UJAtER Y AL VE
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OR EQUAl.
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LAWN/GROOODC< VER
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DEPT. OF PUBUC lJORKB
STREET TREE INSTALLATION
salf .( u ,,,1 mm
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tNLAND fOUNDRY CO. INC.
OR EQUAL
RING..........NO. 802
COVER'''.tuNO. 802-2
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ALL CONSIRU~ON Jonos
SHIU BE WORtAREO
30"
2- 1
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JJI. RtVlSttI1-.am.....a... m.., Cl'rY OF SPRINGF'JELD
DEPT, OF PUBJJC WORKS
5T ANOARD MANHOLE
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20: Jlf'lcAL
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AllOWED IF tllE l'\ft61
IS COUJWMAR 1M f\IMI
NOTE:
It HORllONTAl Cl1AR VISION
ZONE MUSt BE MAIfUAlt~ED
BETWEEN 30" Ar4D1 0 FEET
ABOVE THE TOP or THE CURB.
TYF)ltALL y 1 STREEt TREES SHALL BE
SPACED 30 APARf
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CITY OF SPRINGFIELD
DEPT. OF PVSUC WORKS
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STREET TREE LOCATION
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WHEN CONNECTING TO tlUSTltlG LINE
MAIN Ltr4E SBAlL BE CORE DRILLED or~ top
or PIPE AND CONNEcnON SHALL 9( tAADE
ON TOP OF PIPE W1J11 A MECHANICAL CONNECTOR
SUOH AS TUE INSEftT-A-1EE CONNECTOR.
TAl' SHALL BE 4" DIA. IF MAIN LINE IS a" DIA.
WO~ stAKE
1 t'" 1:02](. ,
r Iff E WHn ~
liKIt'lG till or All
HOUSE SERVICES
SEE STO. DWG.
4-19, SURf'ACE RESTORATION
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WAlER TICIIT tAP at ALL
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4- t, PIP( BEDDING ~Q
FOR BtODING
REQUI~EMEtuS
DE:PTHS A'~D DIMENSfONS
SAME AS DRAWING ABOVE
AlTt RNA T[
INSTALLATION
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.;.~ >~ ljEs~~~lf mG. NATIVE SOIL
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4ft THICK CLASS ta' A.SPUALT CONCRETE
IN TWO UFTS AS SPECIFIED
tdlNIMlIM t oft THICK
1 1/2"- 0"; CRUSHED ROCK
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ALLEY PAVI~G -_ASPHAlTCONCHETE
PAf~KING LOT PAVING
SIMILAR
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3500 PSI ~IElO SR ~NGTH
AS S '[CIFfED i I
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MINIMUM 10 I! 11~ICK cOtnl~luOUS
1 1/2" - O~J! CRUSHED ROCK
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3"
f' lH1CK ClASS 'IB'
ASPHALT CO iCRETE
IN TWO UF'T 3
AS SPECIFIED
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81'<E PROO': 7" JUICK CONCnrfE PAVEMENT
CA '{:H BASI ~ 3500 PSI FIELD STRENGTH AS SPECIFI(O
/1", ! \ I. .' GRAtE"" q SCOR.E AS OIREClEO BY EN. GINtER
SLOPE: "i . wo_::: 1
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2.- MU\'~ THICKNESS '.~ If ~ '. .
ICRUS.IED ROCK ,~~ ()) .:~.
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CONCRtTE STRENGTH I # '
::.....~.:.... ... .... J.:
FIELD STREtlG1H UB ; STREtlGTH
.15.00, PSI 4D251SL
.3000 PS13~50 PSI
ALJ~Y PAVING- CONCRET:
-- '
PARKING lOT PAVING SIMILAR
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1. Bike pro.of. heovy duty traffic
supports'MS;HO H20-S16-44
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loading
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With Hifgh flow Bypass
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10 GA. Material
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GIBSON i ,S1iEE'L BliS'IN51
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247 WASHINGTON ST*
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EUGEN,E, ~R 97401
(541) 68j7--8672
(Fox 541) ;687 --0033
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CO M MER I CALLJ~~DUSTRIAL
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AS APPROVED )1 EHGUlEER.
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16 3/."
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1" X 2- X 112-
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SltEL BAR
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DEPT. ot PUSUC WORKS
t.~ i UU1 $11f8m
spmNumw. QB, ~7"'17
CATCU BASIN
C9_e'\DET AILS\SPR\400 SEW'ERS\ 4-11.DW'G
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11/08/07
DESIGNER
MKI
CHECKED BY
R.D.R.
FILE NO.
01 ~DWG
PROJECT NO..
..../
. "-
S1ANDARD '
DMlflNcl
. ."
0124
,.,........
v
S'J'Atm.l\1W'.w. ItYJ,Sp JA'f, It., ~Pit. Cll'Y OF SPRINGFlJ~LD
J)aAllNO DEPT. OF PUBUC WORKS
SHEET NO.
DI
K
2-'y I!.'
.
, ,
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-
~L J ..A~,....
_.....4~
~~.. -4
11'-
(HORIZONTAL)
BEARING AREA OF THRUST BLOCKS
IN SQUARE FEET
-
7
TEE
,', FfSirlZINEG J~ Wo stRADDLE ~~u~d~8 '6~G~&~
AND HYDRANt BLOCK CROSS
A-1 A-2
1.9 1.4
I 4.3 J.O
I
I 1,6 5.41
,
11.5 8.-4
17.0 12.0
23,0 1 6.3
30,0 21.3
38,0 27,0
47,0 33.3
I 68.0 48.0
,-
.-"
'-'
(VERTICAL)
VOLUME OF THRUST
BLOCK IN CUBIC YARDS
45" 22-1/2411-1/4' 90' 45' 22-1/2.11~-1/4'
BEND BEND SENO BEND I BEND BEND BEND
I
1.0
1.6
2.9
4.6
6.6
8.9
11.6
14.6
18,1
--
26,2
1.4-
3.0
5.3
6.4
12.10
1 ~).3
I :~:~
, II 3.3.3
4-8,0
, .6
3,7
6.5
10.2
14.7
1.0
2,1
3.8
5.9
8.5
11.5
15.0
19.0
23.5
34.0
1.0
1.5
2.,4
3,4
4.6
6.0
7.6
9,4
13,6
140
1.2
1.7
2.3
J.O
J.8
4.1
6.8
26.1
40*8
58.8
6
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RODS FOR VERTICAL BENDS
FITTING SlZE ROD SIZE ~ EMBEDMENT
1 2" AND LESS H6 30"
14"-16~ HS 36"
J:iQIf.S;
1. CONCRETE BLOCKING TO BE POURED AGAINST
UNDISTURBED EARTH.
2. ALL CONCRETE TO BE ClASS 2400 MINIMUM.
3. INSTALL ISOLATION 'MAT~lAL BETWEEN PIPE AND/OR
FITTINGS BEFORE POURING CONCRETE BLOCKING.
4. CONCRETE SHAll BE KEPT CLEAR Of ALL JOINlS AND
ACCESSORIES.
6. TIE RODS SHALL BE DIEFORMED GALVAN1ZEO COLD ROLLED
STEEL, 40000 PSI TENSILE STRENGTH.
4
,..
Ale PAVING
I OCUPPER
CURB CURB
12" 121C
'.
3
\
,311_bll
ROUND
ROCK
6
2
\
'.
BotTOM OF BtO,..5WALE
':::> :_A~": V : UU
J:iQIf.S;
1. OIFF1JSER EXTENDS FROM SCUPPER TO DRAINAGE WAY
1
2. BED ROUND ROCK SO THAT SURFACE IS SLIGHTLY BELOW
~~~\W~~Dd~~cXW~S L~efA~~ ~~~CtFC~~krfEROCKS
DATE: QRAWltfG NO.
- MAY 2007
"I. , ,,',' ,., .,
. ,I'
A
8
1.3
2,3
3.7
5.5
7.6
9.9
1.1
1.8
2.8
3.9
5.1
1,2
1.7
2.3
0.9
""C" "! .L
60> hu
d
- ,. rsr
BEND
VEFJlDCAL BEND
THRUST BLOCKING
. II. ,
QRAWlNG NO,
1992 4(n
DETAIL 20'1
SCUPPER DIFFUSER
c
."U I r
".
........
1:I1l
36'" x 36" x e"
G.ONCRETE) PAD &~
(OPTIONAl lJiN"
SIDEWAlK B BREAKAWAY fLANGE
.~ ! WRAP YDRANT BARREL
e" GATE VALVE WITH 1 MIL PLASTIC
.~ ~'.".'~..~~r;,~,,~ 1.'~'I""1,,'''~J 0 CONCRETE PAD OR
'~'" r~::~2J::/~ .:J~;~~~ ~: SURROUNDING DATUM
, ~ . '.".'~ b~
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6" DUCTILE IRON P1PE
MECHANICAL JOtNT
RETAINER GLAND
MECHANICAL JO. tNT x
FLANGE HYDRANT TEE
CONCRETe: THRUST BLOCK
> CONCRETE THRUST BLOCK
. MIN 1 L3 C~BIC YAAD DRAIN
ROCK TO 6 ABOVE DRAIN HOLE
__ saUD PRECASi BASE SlOCK
)'40TES
1. WHEN PIPE IS SHORTER tHAN 18', NO JOINTS ALLOWED.. . USE MECHANICAL JOINT RETAJNER GLANDS, TWO 3/4"
GALVANIZED TIE RODS MAY BE USED IN UEU OF THRUST BLOCKS fOR INSTALLATIONS LESS THAN 18' LONG. TIE
RODS SHALL. BE COATEO WITH TWO COATS OF BITUMASllC.
2. WHEN PIPE IS LONGER THAN 18' ,. RETAlNE:R GlANDS NOT REQUIRED,
3. THERE SHALL BE A MINIMUM OF 18" HORIZONTAL CLEARANCE AROUND HYDRANT.
4. WHEN PLACED ADJACENT TO CURB, HYDRANT PORT SHALL BE 24- FROU FACE OF CURB,
5. CONCRETE THRUST BLOCKS SHALIJ.. BE CONSTRUCTED AS PER tHRUST SLOCK STANDARD DRAWING. DO NOT BLOCK
DRAIN HOlES*
6. EXTE:IiStONS REQUIRED FOR HYDRANT SYStEMS SHALL at:: INSTALLED TO THE MANUF"AClURER'S SPECIF'ICATIONS,
1~ fIRE HYDRANTS SHALL BE PLACED TO PROVIDE A MINIMUM Ot 5' CLEARANCE F"RON DRIVEWAYS, POLES. AND OTt-tEI1
OBSmUCTlONS,
a. HYDRANT PUMPER PORT SHALL fACE DIRECTION OF ACCESS*
HYDRANT IN5T ALLATfON
,-
. OAtE:
MAY 1992
, DAAWJt4G NO.
l'''''''~'''HI\!I~4;Q;.
~ Dun U '1 ~ "
1 UflJl
8" C*M.U*, 5LD. GROUT
rlm= 1500. pel, Fg=60000~ pel
IS 1i> 16." vert 1i> Edge
14 1i> 24" l40rlZ
FIN. GRADE
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14 1i> 24" l40rfZ 9"..1. .
FIN* GRADE ~..,:a "'2 3/4"
'" ~:'-. "
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2" PVC DRAIN 1>> 81-0" OIC ~ ~ .:' ~ .1 : ".' :... ". ". .
.". . .. . . , .'
345 BAR5 1iJ 12" OIC CONt. :~'$>~,:''':--'..
14 BAR5 1>> 18" OIC . ---J .
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ecaJes 112" = 1'-0"
RETAINING WALL
McKENZIE TAYLOR CONST.
5PRIN6FIELD, OR
D~AWN' R.L.C.
DATE; 5/8/01
JOB NO.:
6124
5~T. 1 OF
CHECKEDR.D .R.
~,lAND OORVEYING, SUILDING DE5IGN
, 806 No HttmI511<<C( \..Vi iN?E. ~ ~ m24
lB.fPHCtE- (S41) 942.0126 FAX- (S41) 942-193!;
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lRON OR ALUMINUM
VALVE BOX AND COVER~.
~/h~' J.
..t"~'-_'" ~ 1'-2'
, ". ..,
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VALVE BOX EXTENSION---.... -t..
OPERATOR EXTENSION, '-1
SEE DETAIL THIS SHEET ~ ~
nr..
PIER BLOCK - M 4" _0" ~
i2~l.A8~Egoff6~Ef~~TE '.
SEE NOn: 4- ~ (":in . 'l
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VALVE BOX
ASSEJALY DETAI~
,- t'-
3/4":- --
1/28DIA ! -.'
WROUGHT ---die .~.-:;.::..::...
IRON ROD '.' ./.;. %,..~ - - '.' ... . ~,
/// ... '-,,'\.
, (/11" I>' .... W '\\\
III ; '\ ' :::E 0::'\'
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5 1/4 1/4 - HtW'l . C_ d:: _J ~ 111
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1/2'-
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RAISED LmE~ING' ..~ ______.w
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CAST IRON C~~ r ~
~: ~
CAST IRON VALVE BOX --' ~ ~
~. .-
VAI-VE BOX EX1ENSION --.. ~ ~
~ ~
t- ~
~ -~
2" SQUARE .OP.~RATOR NU1~. ; ;,'
WELDa> TO PIPE SHAtT....... ~~ ~ ---+--
OPER~tOR EXTENSION .~ i ~'I
1 J 12 SCHEDULE 80 . .~ .' ') , ,
PIPE SHAt:T -_____;
ROC~ GUARD ~~~
1 /8' STEEL i'LAT~: . ~ i -..........
DIAMETER .. VM.vt BOX ~ '; ::,
5iZi~~~NM\~5~E,/2,. ~k ~
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, ~ J ;
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- 3/8jl)( 3/4-' SQUARE ; ;. ~
H'EAD C,UPPED CAI=>SCREWS_ ~ -+--B I :a ~
t~N~ )rlEL.3~,;UARl" ~!l'" ..:....7'.. t ..~.....'. ,-.4-"
TUBE WELDED ALL I bb
MOUND TO FlAT BAR . ! 7'"
~ S~
7~
~:~:~.
'"' ,
,:
r.. ~ AnJUSTABLE FROM
~: ~ 12" MAX TO 6" MIN
;, ;
,0 ,
....0 'to.
~.~. ;
~l,.
~
,0
,0'
::
,0
6-
NOTES:
1. VALVE BOX NOT TO REST ON OPERArlNG ASSEMBLY.
2. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS
DEEPER THAN 4 FEET FROM FINISH GRADE.
3. CENTER VPJ...VE BOX ON AXIS OF OPERATOR NUT.
4. VALVES 12" AND SMAlLER SHALL BE PROVIDEO WITH
CLASS 3 BASE ON UNDISTURBED GROUND. V/JJ...VES
GREATE ~ THAN 12" SHALt. Be: tNSTALLED ON
PRECAST CONCRETE PIER BLOCK.
5. VALVE BOX EXTENSION SHALL BE CAST IRON OR PVC
(ASTM 0 3034).
VALVE BOX AND
OPERATOR EXTENSIONi
ASSEMBLY
,- '
DRAWING ~O.
. 403
r, .....
.VALVE BdXEAIt:NSlQN SE:C11ON
III ,,_ II III II IIII LIJ"I,..,II"I,lrl
",___ ,,', II
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l.-sf: I"
. II ., ;. ,J " ,I I ~ I ,III
~
{USE FELT StRIP OR 10 MIL
POLY. ISOLATlON JOINT IF METER
BOX IS SET IN CONCRETE
~ \ :,';:; ~'~, ~..,~,: :',~ <! :.\/::> ' ':' >t+ ,::::,:"'}::'.;,:~' \
'., t: ,.f "'" .:., :'.
~._.' ~...fI:' ::.... ........;
.:~. ... y~,. .:"'" '. .
SERVICE ; "::,'~ ,...--.... :. ,~.: MAIN
.. -::.. '.~ .... ~:;':t.n"" \ ~ .' :';.<' ..
::-:::::.:::::::::::.=-=::: ~"7~::::' 4.,2: U J}:: j-1::t::: ::!.==;: : ====::::==' ::::::
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--------
----
PLAN
CONCRETE METER BOX
WITH READER LID
....
4" MIN.
..
CUSTOMER
SERVICE
LINE ~
,
~ ISOLATION JOINT
;",1,. '. ,..'. ': ." ... 'to . '... .,:~ '.~"
.... . '.. 0' ".... M .0,. it. .
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SERVICE
VALVE
(CORPORATION
"STOP
WATER
MAIN!
~
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CRUSHED ROCK
.. ~'7-'
..., :f-
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ANGLE MEtER --
VALVE
SEAMLESS, SOfT
ANNEALED COPPER
SERVICE UNE
SIZE AS REQUIRED
..'
-
OAAWltCG "0.
408
BeCl'I()fi
.NOTES;
1. METER TO BE CENTERED AND SET PLUMB
INSIDE METER BOX.
2. MANUFACTURED ,METER StllER MAY BE USED
FOR 3/4 tII TO 2' SERVICES.
3. SET METER BOX 4" MINIMUM BEHIND CURB OR
S'DEW~LK.
4. METER BOXES SET IN ORIVe:WAYS SHALL HAVE
TRAFFIC LIDS.
, ,.
314U TO 211
WATER METBR SEttiNG
DETA'L
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DATE
~
1
1
I
7
4
6
8
10
12
14
16
18
20
24
.tiQI.ES;
1. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000
POUNDS PER SQUARE FOOT. TO COUPUfTE BEARING AREAS FOR Olttt.RENf TEST PRESSURES AND SOil BEARING
STRESSES, USE THE FOLLOWING EQUATlOIW:
BEARING AREA _ ( TEST PRESSURE I 150 ) )( ( 2000 I SOIL BEARING STRESS ) x ( TABILE VAlUE )
2, ABOVE VOLUMES BASED ON TEST PRESSURE OF' 150 PSI AND THE WEIGHT OF CONCRETE == 4050 POU~DS PER CUIBIC
YARD. TO COMPUTE FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING EQUATION:
VOLUME == ( It:.:tl PRESSURE / 150 ) x ( TABLE VALUE)
I
I
I
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C5$
5
4
3
2
1/11/07
DESIGNER.
MKI
CHECKED BY
R.D.R.
FILE NO.
D2.DWG
PROJECT NO.
Q'124
SHEET NO.
02
1
1'\
\.J
H
G
F
E
D
c
8
I~ _J _.'
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......... 0.5'
EX~ 51
51W
~
......
r 2*0'
..... ......
CURB ~
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1.0'
1 .............
4.0'
....... .......
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OCALE: 111=21
5
t=INI5l-t GRADE
/ FINI51-1GRADE
-- EX. eOIL
, ~~ OVERt=LOW PIPE
.... lV211 GRADED DRAINAGE RO<:.K
NON-illOVEN GEO-TEXlILE
~. --. 6 51PE5
'~-411 PI::f'<F~, 5tAND PIPE
ft
..
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a& cOI1Ctrele (CONe.)
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$han be capped and marked for laler connec~ton by ibullder*
5. All clean-out covers: <ind meter boxs& In traffic dreae. eh<9lJ
be rated for lrafrtc loada*
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PROJECT NO.
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I) WATEt~ AND 5EWER LINES 5t-.1ALL BE CON5TRUCrED IN ACCORDANCE WIT~
THE 5T ANDARD CON5TRUCTrON 5PECIFfCATION5 OF Tt-IE CITY OF
5PRII?tGflELD AND 5PRIN<:1FIELD UTILITY BOARDl.
2) WATERLINE 5I-lALL HAVE 31 HINIt1UM COvER..
3) CLASp 1150 PVC PIPE MEEttN~ AWWA C900 SPECIFICAtlON5 5t4ALL BE
U5ED;FOR ALL MAIN WATER LINES.
4) POL"rlETHlYLENE PIPE Wlif.4 TONE WIRE SHALL BE USED FOR ALL WATER 5ERVICE5.
&) ALL 5ANIT ARY 5EWER PIPE SHALL BE MiM 3034 pvC.
6) ALL CLEAN OUr5 AND MEtER 60XE5 LOCAtED fN TRAFt=IC AREAS 5HALL BE TRAFFIC
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3~ SIZE OF IRRIGAtiON LINES 4 5PRIN~(ER HEADS AND TYPE to BE
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DESIGNER
MKI / CDC
CHECKED BY
R,D.R.
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FILE NO~ -,
G124-ENG.DWG 11
PROJECT NO.
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I) EXTERIOR LlGl-Il PROPOSED 10 BE A TYPICAL WALL MOUNT
FIXTURE: Llrl-lot~IA LI6I-tTlt~G: TYPE rWA 35>-6 120 LPL
2) TI-tE t-lEIGi-tl OF A FREE sr Al~DIN0 EX1ERIOR LIGI-rr FIXTURE
St-lALL ~~OT E><CEED 2S FEET ,OR T~E t-lEIG~T OF 1wt-tE PRINCIPt\l-
PERMITTED STRUCTURE, WI-lICI-tEVER IS LESS. t-lEI(jl-tT S~-tALL iBE
MEASURED AS tt-lE vERT~CAL DISTANCE E3ETWEt=N THE f~AvED
'SURFACE Al'~D TJ-IE 60TTOI'1 IOF THE LIGI-ll- FIXTURE,
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DESIGNER '
MKI
CHECKED BY .
R.D.R.
FILE NO.
ELEVATtONS.DWG
PROJECT NO.
G124
SHEET NO.
7 OF ~O
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C5v'::) G= \lE~A _ '~O-"=5 (laken verbalum from DEa Req'd E5CP Drawl~,5ld, Nolee)
7,
l-Jold a pre-conelNclfon meeUng of rroJeCl COn&tructton personnel that Includee the Inspector lo
dlecu&e eroelon and eedrmenl contra meSeurs& ~nd construcUon Umfte~
The EOCP muel be kept onelte and all eroelon andeedlment control meaeuree ehown on the plan rrAJet
be In&tatled In euch a manner to en&Ure that esdlment or sediment lacten water that entere or 15 lIkely to
enter eurrace waters or conveyance eyeleme leadJf19 to surface water, roadway or other properUee
dose not occur..
The ImplementaUon or the COnstruction elte Management Plan (C5MP) and construction, maIntenance,
replacement, and upgrsdlng or erosIon and eedlment control tneaetJree Ie the rseponetbtUlg of the permIt
regIstrant unlfl all con5truct.fon fe corrpleled and approved by ths local develo jmentagenc9 and
vegetatloln/land$caprng la e$labITehed the permIt regletranl e.hall be re!ponelbe for maintenance after
the Iota a-e approvecf, unUllhe lola are 60ld and the 1200...C permft 19 lermlnated.
the permIt reglslrant hlUet be re9pon~tbltue for prc)Jer Installallon and maintenance of all eraelon and
eedlment control meaeurs9i In accordance wllh loea, elale, or r ederal regulaUons.
Eroelon and eedlment control meae.uree IncludIng perfmeler eediment control m..a9t be In place before
vegetation Ie dIsturbed and mu&t remaIn Tn place and be maintaIned, reparred and promptly Implemented
followIng proceduree eetabll&hed for the duration of con&lrucUon, Ihcludelng protecl1on for acllve
atarm draIn Inlele and catch baelne and approprIate non..etorf11Uater polkJtton cont/ole.
BegIn land clearIng, excavatfon, trenching, culling or grading andearth.uork..eurrace roughenIng after
In&taOlng eppllcci:;>ls &edfment, erosIon prevel1t1on and runoff control meaeuree not In the drrect. path of
work..
Apply lerrporBr!l and/or permanent. eoll et.ablllzat.lon msa~ure9 hmnsdlalely on all dlelurbed areaB ae
gadlng progseeee and ror an roadwaye InckJdlng gravel roadways.
Wet Weather Bt1P'e! Conelructlon ocUvltfee must avord or mtnlmlze excavation and creation of bare
gound on ~Iopee greener than five (5) percent from Oclober , through Maj 31 of each year..
Wet Weather BMP'e! TS"lX""at] et.ablltzauon of the alte muel be In&lalled at the end of the shIft before
a holiday or weekend or at the end or each work~ Ir raInfall 15 r orecaet In the next 24 hour& and
each weekend and holiday.
Identify, mwk and protect. (by rencfng off or ather mesne) crfUcal rlpa-Ian a-eae and vegetation
Includrng Importanl trees and assoclaled rooung zonse and vegetaUon arede to be preeerved.
IdenUfy 'Veget.atlve burr er zonee betwesh the elte atld een!ltelve 8reae (e.g. wetlands) and other (l'ea9
to be preaerved, eepeClal1y In perImeter ansae. Preserve exleUng vegetatfon and re...vegetate open
areae when practlccbte berore and after gadlng or conetrucllon*
..' ..'
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3eet1anacement=>ractce T a:?e 4: =oCP m,? emenlat on oC1ed.
........
Im::>lemenlatton schedule to be submitted when earthwork contractor Ie eelected.
Year 2001
'V ont 1 ~ ~ ~ ~ l ~ ~ ~~~' a~' ~
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,3~:::>'5 Y 85
RUNOFF CONTROL5
St.abUlze atream banks/ cone.l. prImary
prlmct4 'runorr control meaeuree
PIpe 510pe DraIne
Eneraq Dfeaapalore
Rurron DfyerefOn
Tempor~ Dlver'e.ton DJkee
6ra9~ lined channel (turF re..lnf arc$mt
male)
Trench DraIne (Collected Run---off to
treatment aMP)
Drop Inlel&
Check Dam9
~ CLEARING 4 GRADIN~ PRACTICE5,
r op...501lnn€l
r empora-y SeedIng ,and Planlfng
Permanenl 5eedrngand Planune
M9corrhtzae/61of' erlfUzet~e
Mulches
ConpO&t t31ankete
Eroeron Conlrol BlaDket& and Mate
5011 Btnder9 t'
eoll T ack.lflere
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5octdrnqye~t~Uve eufrer5trlPe
Prolect t.reS& Wlth cQ!J9t.ructton f$ncee
VEGET A riVE ER05jQNCONrRQL~
Lrve et.akln~ (el~bnf%ClUon practfce)
LIY~ Faectnee/Srueh, Wattlee ($tabllJzatloh)
5tabnJtatlon Mate (tlabllfzaUon pracUceJ
Pale Plantlna (elresm bank el,abflllatlon)
l3rueh f30x (etream bank elabt11;zatlonJ
J:,a~It'lP~ lufth &b~altl\ ~lr$JJm bao~
I b"jQ PaJp nr~lnA (&trtO;imh,ti'lk)
6t:uab P~cldng (&trenm bat)kJ
VEGEmr~E~~5iONllCON..~OLe
5edlmenl Fencln~"
5and Bag Barrier
Earth DIkes (&lci::>rttzed)
DraInage ~wale&
eubeurface DraIne, eurfacs d~ht.
Rock OUtlet Protect.fon
5edlment Trap ,
Rock and Brush f=lIlere (et.ream bank)
Corrpoet 6erm/ComJ:'O&t 50ck
Fiber Rolls, 5traJU Wattles
5torm Dral" Inlet Protection
5ediment 6aelne
DIrt Roade Graveled or other 6MP
Dewalerrn~ ~nd t.'Onded waler ntal'lagemnt
Pavlnq OperaUons Controls
T errporar4- EquIpment Bridge J
eMF's to Prev$nt. illIcIt ConnecUon :' '.1
BMP'e to PreV$nt Illegal Dfecha.rge I
Reuee and Recycle ConelrucUon Waelee I
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All, adjacent properue&, wt3ter featuree, and related natural rseourcee are to be kept free of
depO&Il& or dfechcYgee. of eoJl, eedlment or conetructfon mat.erlale from the conMJ'ucUon ~rte. In
addition wetland are8e ehalt be :&hall eurraunded ~ approprIate fenclng (1& nc>t.ed on C5fw'tP prior
to. the con&lrucUon and, ehall nol be ,dlelurbed utlfeee the proper permlte. ar1 obtained
All erosIon &edlment control measures ehall be prot.ecled from damage at aU'Ume&. ContJ"ol
meS9uree ~haD rematn In place unUI the permanent. re-vegetatlon hae. been etabJlftsd. A"9
measure that Ie damaged ar destroyed shall be repaired or replaced Immedl~tely.
!:
StabIlize wllh app, roprJate,, / approved seed mfxwllhln eeven da~e or expoe.ure, '. all areae wIthIn 25
feet of wBlerwaye, wellande or other eeneltlve area! and conpleled conetructfon flnlehed gradee_
Seed type ehall be aa per APWA Slandard 6peclrtcallon$, amendmenll8, eS1110n 225~2.19A.
Street. eweeplng ehalt be pref armed ae needed or when dlrect.ed by the CI~y Inepector to Ineure
pubhc right-or -waye are kept clean and free of debrl&. :
Provlde permanent eroefon preventfon meaeure& on all expoeed area~ to pr~venl form becomIng' a
eource of erosion and remove all tempora"'y control meaeuree, unless IOCdl or'FfInancee requtre o-Lherwree,
~ areas a"e etabrllzed ;:
1
AIIlemportJr9 eedlmsnl controle RUel remain ln place unUI permanent vegelalfon or other permanent.
covering of expoeed eollle ee.tabllehsd. ldentlf!j the t~e ofveeeUonve e~eed mIx ueed..
Sedfment controls roe.t be .tnstalled and maIntaIned along the &flS perimeter on al down 9'"0&ent aIdes
or the conelrucUon elte and at. all .c1cUve and operat.fon Internal storm draIn It;llet& at allumee aWIng
cOn&trucllon. ';
! '
PrIor to any land dleturbance acUvft.lee each elle ItlJst. have gaveled. paved or COh&t.ructed entrances)
exIt! and park.lne creae wllh eXilt tire wash to reduce the tracking of esdfffle!t:tt onto public or private
road&. ! i
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When trucking sat-urat.ed eotle rrom the elte, either wat.ertJeht trucks must be ,ueed or laode must be
drafned on...aite untn drtpplng ha& been reduced to mInimize splllags on road~.
!
t emporcry etablUzaUon or coverIng or eol1 etockplle& and protectron of ,e.to~kpIJe located away from
conet.rucUon actrvIly muet occur at lhe end of each workday or olher BMPr~, &lJIch ae dlverelon of
uncontamlnaled flow& and InetallaUon or eedlmenl fences around elockpllee, mqet be fnplemented to
prevent. turbid dischargee to eurf ace walere. I i
BMple lhat will be ueed to prevent or mtnlml%e atormwaler from belng expo~d t.o pollut.anta from epl\le,
no dlech<!trge of concrete truck waeh water, vehlcle and equTpment cleanJng; j vehicle and equfpmenal
fuelIng, marntenance anq storage, other cleanIng and maIntenance dettvlUse, and waste handing acUYIUee,.
ll1ses pollutant! Include fue~ hydraulfc fluId, and other aIle from vehtcle! a~: machtnerg, 8swel1 ae debris.
leftover paJnt.&, eolvents c3ndgfues fromconetrucUan operatlone. :!
Any uee or toxIc or other hazardous matlrale rruellnclude proper et.orags, ~pltcdUon and dteipO&at
: i
Solid Wae,te and ~azardoue Materlale Hanaf3ement. Follow 'proJect UJrJt.len eptll. prevenUon and reepomlS
proceduree.errp'oyee tralnlng on epJR preventfon and proper dlepoeal procedure&; regular maIntenance
echedu1e for vehIcles ar,d machfnery; and mat,erlal delivery and etorags con~<pf&, tralnrf19 and efgnag$,
materIal U&e" covered etorage area& for wast.e and &uppI1e&. . i
,
The permIttee rru~t properly manage hazardoue UJa$te9-, used olle, contamltlat~d eofl~, concrete UJd:9te"
5anftd~~ wdete, liquId waste or other toxic 5ub5tdnces drecovered or genera led during cot15lrucUon and
meet aU etate and federal regulalfon and approvals.
:::5CO '~~A~.~A.. y=
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~~=G o~-~AT'O-'~
Janua-~ 10, 2001
McKen;Zle- t~lor Cenler
Ronald D. ~lce, P.E.
Geomax. Ilnc~
geomax1Dgeomax..u&
Part
'......... ' ' , -
OER y ....
Date:
ProJect Namss
Facility File ID
Prepared By:
c,on~any Name:
e..mall acld"eees
O~=GO-~ '~=G 5..='~=~:? ,;NG!~,,:>~R
tHIS PLAN CovERS LEe~ tHAN 20 AC~E5
NO ENulNEERED EROSION, OR $EDIHeNrAtloNCONTRO~ FACILltlEe ARE
REGlJIF<ED fOR fHI5 AReA.
e .-.. = '10.- =5:
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Th1E ER0510N CONtROL IN-5PECrORWILL BE NAMED At A LAiiE~ DAlE
1. EXisting vegelallon cot1$l&te mO$tly of gasees
wIth low shrubs and an Oak lree In the
5W carnar.
...OCA.. GOV=~"" ~ := '-!- * R~=QL- ~= 1E ':T5
a.. Con&t.rucUon wrll conal&t of removal of ex,~ung yegetatlon, (ecrub brueh
and gra&5se) and erc9dlng, with the exceptIon of' all extsUng trees.
,b. rIll material ehall be non.."organtc andnon"'E!Xpanelve nath"'e eolle from other
canelrucUon eltes In the area or ehaU be approved orushed aggregala
le.l) Nal1ve 901le on the sIte are mostly conpoeed of ,Cfoqualo..Urban Ii3nd
complex (type :;0), and HcBee eJ1l9 clag 108m (t~pe 19).
.c_2) lhege 6011& have etoe1an potentfala or kl:_24...32 ror the Clcqualo4Jrban
esrfe$~ kl:.28 for the 6alkum eer'lee, and k=..I5....32 fa the Malabon eetfs$..
3. There are no weUand& wllhln the ,conetrucllon
limIte.
the, prOject le located wIthIn the C1t9 or 5prlt1~tlerdl OR.. eprlnsrfeld ha& a local
~$'on and secfJmenl control or ~t.orm water odfnance 'or development et8ndarde
thal requIre the development of and tmplemeratton of an erQ&fOnand eedhnsnt
cont.rol plan.
'4. fherea'e no coneervauan areae or natural
resource areae, on thle elte.
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5. A detaIled con&tructfcn echedule t& to be
provldedl b~ lheelte contractor for gadJrlS
and pavfng when eelected
30.3.d --v',:?_ R=QU :~v'= ,~.'-o O:::>~ O:-~
Optfon No. 1 Ie prererred.. All exposed GOne .are antlCfpated to be compJetdy
covered prior. to October I, 2001..
PA~~"
BV"::> eE,~-::C""-O~
A conprehenelve list or available Beet. Managemenl Praclce <6MP) opllone baeed
on PEQ'e 1200"C PermIt Appllcallon and EeCp G1Jldance Document. ha& been
revIewed to com ?Iete thl& Eroefon attd eedi1nenl Control Plan. 50me of the
'*'OYS Ileted aM ::;)'e were not choeen becau&e they were determIned to not
efrecuvely managa erosIon preyenUon and eedlment contro' ror thl9 prOJeCl
baesd on epeclf1c efls condfllone, IncludIng IOU cot1dltfon&, lopogaptic
conelrafnte, accsa1bnlty to the elte, and olher related condluon&. As the project
progeeese and there Ie a need to rsvlee the EeGF1 an AcUan Plan wl11 be
911bmllled.
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DATE
1/10/07
DESIGNER
MKI
CHECKED BY
R..D.R.
FILE NO.
G124-ENG.DWG
PROJECT NO,~(
0124
.
SHEET NO.
1
8 or 10
A
7 CONe TRL_C"" ON'-!O. -Eo
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CD CONSTRUCT GRAvEL ENTRANCE
Q) APPROvED 5EDIMENT IN5ERT
INLET PROtECTER
~ MULC~ BIOeERM
@) DEBRI5 AND GARBAGE A~A
@ CONSTRUCT WA51-t0Ur AREA
PLA5TIC LINE WI 5TRAW aALE5 (OPT'L)
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5D CATCI-t 6A51N
DEBRle AND GAR6AGE AREA
CONSTRUCT UJA5~OUT AREA
PLA5Trc LINE WI 51RAW aALE5 (OPT'Li)
COH5TRUCT GRAVEL ENTRANCE
MULCI-t BIOBERM
5
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OWNER: MCKENZrE--TAYLOR
BFD INVE$TMENT5, LL5
4660 MaTn 5treel, Sutte 150
5prlngfleld, OR 91428-4003
608-1&6-3131
LOCATION: OLYMPIC 5TREET, 5PRINGFIELD, OR
TL 11-02-.30 ~ 2100
AREA = th8 AC. TOTAL, 1.68 AC Dt5TUR6ED
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DESIGN ER
MKI
CHECKED BY
R.D.R.
FILE NO.
G:124-ENG.DWG
PROJECT NO.
SHEET NO.
G124
9 of 1 0
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. I I 'I III I II I 11'11111 III
Top of bank-
,ddlbi
DITCH X..SECTION
lOPOfBan~ 'ATCHECKDAM
. EUEV.
~QjUt ^,
,1IIlU~"fl. (,tM~~ L E'f'
ExcavateSed1mentTrap ~ F1 t ;; 12"
When Specified Or DIrected ....... -- - J~
l--
L . Spacfng Along SwAle Or Ditch So That
EfevaUon A Equals Elevation B.
Min.
... 24.... .
DITCH PROFILE SECTION
WITH CHECK DAMS
Note: .
When bId Item 18 'Check Dains. the fonowlng
materials may be used, as appropriate to meet
the ftmctlonRl requIrements Of the control.
Type 1. eggregate
Type 2. straw bales wItf1aggregate weir
Type 3. bloftlter bags
Type 4. sand bags
Type 6. prefab. Check dam system
Notes:
(j)Type 2 only .. . .. ..
Entrench bales and eggr. a mIn. of 4"
Into the son. Toe of last bale Is hIghest
water control poInt. '
@ Type 2 only" . .. .
Piece bates 80 wf~/lWfne binding maU, Is
not In contact with the soli.
@ TuA 2 or a . .. ..
D~e ). a.akAS mm, p9i' bed~ or b~g !tush
with top end Into undisturbed ground a
mm, of 4". Stakes may be omitted
If placed over paved surfaces.
@ Type 2, Sor 4 .. .. .. ..
Canst. top of 8ggr. a mfn. of S"
lower than the toe of last bale or bag.
@) Type 2 Of 4 .. . .. ' !
11ghtly abut or overtap ends of bales or
bags at each Joint.
@TypeS.... i
Overlap bagS e. mln. at each JoInt.;
CHECK DAM
Approximate spacfng.
Oltt D. DimensIon
Grad. e" 12. 1e"
6% -- 15' O.C. 25' O.C.
,.' t/' 5% .- 20' 30'
4% .- 25' 40'
0' ," :IJ: 3% 15' 30 1 60'
0- 2% 25' 60' ~'
..& - :
0 ..
5 o. -- Not Allowed
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Road subgrede ~~~: ~. ~:~ -- .:.
.. . ~ ,,0.,
Use compacted son or aggr. base mad. ./'
to \ow'. />lot. continuous b4Km at edge of eubgrade.
Toe of last bale
or bag
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TOP VIEW
TYPE 2,3 &4
c
SUBGRADE SECTION
I ~
Toe of bale
or bag 81.1:4
5'
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STEEP BACKSLOPE SECTION
1-
6'
_I..: 4'
-J
@XID
Toe of last bale
or bag
VARIABLE ~ACKSLOPE SECTION - 1:3 TO 1:6
(~
---t.
-12-
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@e" 2
FlAT BOnOM DITCH SECTION
CHECK DAM
TYPE 2,3&4
,~
" Flow
. NOll:: Nl', :",,14 Md .:. ,hip.... tMi... ".._wIh
111 amti 0, .;. StIndIrd SptcIlIc8IIonI -. ~'
OREGON STANDARD DRAWINGS
The seldon and use of this
Standard Drawing, wh"e desIgned
In accordtJnC6 wIrh genersHy
acCepted englntH!Hfng prlncIp19tJ
and prsctlce$, Is thfJ sole ,."spon-
slbNIIy of tht! user and should not
be used wfrhout consutrIng II
Regfmred ~ EngfnHf.
CHECK DAMS
2002
flt:~
PATE DE8cRFnoH
1MZ 1VMS&NC'ne
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RD100e
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PLAN
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Bloftlter Bag,(TypIcaI)
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PLAN
CATCH BASIN
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FlO\l!
Dftch Bottom
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DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
I
. BJofltter bag
Stakes
SECTION A-A
Note:
1. Use 2 e1skes per baV. StM88 may be
omitted If bags are placed on pavement
surface.
. 2. Overlap ~ bag Jofrrts 8-.
DITCH INLI: I
FIow-
2 % OR GREA1ER
~.
ROAD~AY!
I
NOTE: ~.,.,~
USE SANDBAGS. STRAW BALES OR
OTHER APPROVED ME1110DS TO
CHANNELIZE RUNOFF TO BASIN
AS REQUIRED.
CONSTRUCTION ENTRANCE
1
!
G
SECTION A - A ' '
i
!\
STRAW BALES, SAN08AGS,
OR CONTINUOUS BERM OF
EQUIVALENT HEIGHT i
i ! I
: I I
S\!PPL Y WAlCR TO WASH \
WHEELS If NECESSARY; ~
SPillWAY
12' MIN.
NOTES: i
1, THE ENTRANCE SHALL BE MAI!'ITAI,NED IN A CONDITION THAT WIlL PREVENT TRIICKING OR FLOWING OF
, SEDIMENT ONTO PUBLIC RIGtiT -OF-WAYS. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CL EANOUT OF
ANY MEASURES USEO TO TRAP SEOIMENT. · ,.',.,
2. WHEN NECESSARY. WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBUC RIGHT.Of.WAY
3. WHEN WASHING IS REQUIRED. IT SHAlL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE THAT
DRAINs INTO AN APPROY'ED SEDIMENT TRAP OR SEDIMENT BASIN.
i I,! . .
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~
('--
FLOW
~
~
~
qlYERSION RIDGE
I
I
-
60' MIN.
1 :
PLAN,
H
-- Flow
Blofltter bag
- NOTE: Nl"'" inti""',;....;....,..... ~In~.
111 amti(l" .1' StandIrd ~
OREGON STANDARD DRAWINGS
INlET PROTECTION
(lYRE 4)
BIOFILTER BAGS
2002
NM8IOH8
. PATE _ ~nON
Th(J 861fJCf1on tmd use of this
Stsndard Drawing, wh"t! dss!gned
In 8...",..\~.mce wIrh genera!fy
accepted englnfJtNlng prlncIplfJtI
and prscfIc6s, Is the sote resporl-
srb111ty of rhft user and shoufd not
btt used wfthouf ,,... i ,,'J,Jfrln{l1I
RI1I1.1sffWt1d ProfstIStonaI EngtnHr.
RD101& '
AREA DRAIN
=
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...
12" ..:
..
NOTES:.
1.. PON;o I H.UCT TEMPORARY MULCH BERM OF -GARDEN COMPOST" ort 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 IT EXCEEDS 1/3 THE EXPOSED HEIGHT OF THE BERM DEPTH.
REMOVED SEDIMENT SHAlL BE DEPOSITED TO AN AREA THAT Will NOT CONTRIBUTE
SEDlMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
4. TO PREVENT WATER FROM FLOWING AROUND THE ENDS OF THE BERM, EACH END
MUST BE CONSTRUCTED UP-SLOPE SO THAT tHE ENDS ARE AT A HIGHER ELEVATION. .
6. AFTER COMPLETIOt:t OF CONSTRUCTION AND ESTABLISHMENT OF PERMENANT '
GROUNDCOVERS. EVeNLY DISTIBUTE MULCH ONSIlE AND REPAIR BERM AREA TO
, SURROUNDING CONDITION.. '
~ULCI-t BERM
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