HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/8/2006
2200
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__~~~~ATER;III I . !
EXISTING STORM SEWER MANHOLE -
~' .. I PROPOSED srORMWATER CONNECTION
POINT.
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PROPOSED WATER I I ~ _: I r ""1 I
CONNECllON POINT I" ~ l< I
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, ..' I . 0500 I .
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-::-PROPOSED WASTEWATE6 . ....7 ,/ ~
-- COAAEcnON ~lI' ~ /' .
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L___________
LAUREN ESTATES
SITE ASSESSMENT OF EXISTING CONDITIONS
/
BOOTH KELLEY ROAD
/\
SCALE: 1 n
- 50'
LEGEND:
T = FIRE HYDRANT
fQ1 = CURE INLET
@::: STO R \,1 WATER MANHOLE
@::: WASTEWATER MANHOLE
PjP = UTI LilY POLE
1WI = WATE;( METER
[6 = TRAN:5FORMER
II] = PHOt\ I:: RISER
fGl = GAS IALVE
~ = WATE!1. VALVE
.. .. ::: EXISTING FENCE
~
\ GLACIER DRIVE
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VICINITY MAP
NOT TO SCALE
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~ H207'~~j-_.' '--7~': i In
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:lHED TO I I I I 5 ~ ~ -- -: ! lli i W.
EUOVEO "'i ..... 1:I:::!l I 0 ..... - -'1;! Vi . I
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25Q'...-lza" , I I 1. 5()OO I I "I 1\~' ~(/) ~
~. , I -rJ.a I,.:r---.L- . "'\ Iii~'
, 8w.PLE a"dtRRf.1 . -wAPLE'" eJ, - -. - , ":"iJ~ , ,t- ~ I
" "-;:'"'-~~ c f' j.~Y" ", ~~" '~~. 207.00/' -- p~&Inr -, r
", "1' 33"~ ~tQ:jr= ':~~~CE.DARft 9 0 I r I~ II
O '.e;.. ~ ' ' , ';\j... 0<200 II ! ~ I' I
210 ' . O"CE.DAR ,<<t' ~ V r : IT .1
~ 1+OCEDAR. I J 68.00 Lt Q I i II
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PROPOSED ELE~C
CONNEcnON POINT
LOW-PRESSURE SODIUM
STREEf LAMP--
2500
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s'700
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DATE:
DON HORTON
780 S. 57TH STREET
SPRINGFIELD. OR 97478
1~300~-:-0/::tl}11 s~~~~ & 5000
SPRlNGFIELU, OR 974-78
POAGE ENGINEERING & SURVEYING INC,
990 OBIE STREET
EUGENE, OR 97402
(541) 485-4505
LDR
WATER ::: S.U.S.
ELECTRIC = S.U.B.
SEWER ::: CITY OF SPRINGFIELD
GAS = NW NATURAL
PHONE = U.S. WEST
CABLE = COMCAST
JANUARY 16, 2006
.. 11 \i Ii
CLIENT:
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LOCATION:
4800
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ENGINEER:
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2S00
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ZONING:
UTILITIES:
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NOTES:
1. THE PROPERTY IS NOT LOCATED WITHIN A FEMA 100
YEAR FLOOD ZONE.
2. THE PROPERTY IS NOT LOCATED WITHIN A TRAVEL ZONE.
3. THERE ARE NO EXISTING WATER COURSES ON SITE.
,
4. THE SOIL TYPE PER THE SOIL SURVEY OF LANE COUNTY
IS 1218 SALKUM SILTY CLAY LOAM, 2 TO 8 PERCENT
SLOPES. PERMEABILITY IS SLOW. AVAILABLE WAT AP.
ABOUT 8 TO 10 INCHES. WAI
IS 17 TO 24 INCHES.
.".. ....
1 OF 3
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EXISTING WASTEWATER! ,. kf! I I{---------~ I
MANHOLe S I,'
-----------i I ST - : CXIST1NG STORM SEWER
1 1, . I MANHOLE
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~ I . - I EXISTING C' C"HIOUT. I 1
I I r~' LOW-PRESSURE SODIUM
.0:. 50' 1 V I I RIM ELEVATION = 558.601 Et' I
~~~ . ~ Vi ." flOW UNE ELEVATION = F52.00 STRE lAMP- I
~~iJ ___~:~oo ~l> g4:6:.00 JJ JI; t I 11> g500 ! - ~~~:~-----------~-------'l~-~ L~!lllil
60.00 65.00 I()".:- 'f;-~., I 80.00 '" >JT I.!la
t;:. ~ It -~ \ I , I 'Vw' c ,I I ,s i -.l T L~,
. o. '~-lf R;'" -- 1" I "I ~
20400 g :::~~ ~. LOT 12 q'..:;Ji~ ~i ~ ~"'f:~ 5.6~g\6.FT. ~. i i~ ~r
rrL c5 I- ~ l:'I 5.005 SQ.FT, J '!nll brl 0 ;j A 800 I! I
mg..nt.O Ii A1 'fL~ I II I
o ~ ~ 65.00 ~i, \ ml J -AI'" C!~! 80.00 ~ : ~I "T f '7r -- - - -w--
o I..L. f2 125.00 13.00--'; ~! L J..l ~ ,I:..; '.' ~ !~ I(
------~ I / ,..: .J. 'I ;l ~ ~
.... . ~ 13.00---;r: ,II(/). ~ 'I~ LOT 2 8 l ~ ~ T I! I
t;: . it.. t: ~ J ~ c. c I'-- ' ." I ~ ~ I
oen' g 68.50 1'- \ S 1 T, 11", ."1<0 5,360 SQ.F1. <0 I :l< ~ I ! I
000 0 ~ PROPOSED WASTEWATER MANHOLE I ts I l:
'rL Zv o~. m m LOT 9 IT" j ! 11 RIM ELEVATION =: 565.75 in I 1 ~i I
~ I- I'-- ~ R 5.066 SQ,FT. I' ~( . I! ~. II FLOW UNE ELEVATION =- 559.75 I ~ I . i I
g f~ ~., 13.' f . 80.00 P/PL _ ~-~. - IP ~
0~ 7 P.U.E4j - \. ~ , l 26.00 181.00 :-r~ l1f . I
--____..9.JO. ~ ~ ~ /...g T '; ![ G: 207,00 ( I . II
~ 47.50 63.07 I 'Ill /;J 1I;:g <D ~ ~ I !~;j~
110.57 il ~! .1/ g ~ ci II ~ i ~ ~~
~. LOT 8 8 I f g ~ 1 0. I ~ It) 0 LOT 4 0 ~. ! ti ~. I
00.-:8 6,120 SQ.FT. c5 " ii I ~ ~ 18.878 SQ.FT, ~ I I~:r:~p
'iL 22 0': g PROPOSED LOW-SODIUM <0 J. ~ . TI ./ en ../ I I ~ t::: in I
STREEt' lAMf' "'-.. '.1 ~ _36' IF - ~ 'it 68.00 -+ . I ~ T It) ~
1 02.00 ~ ~ AlC I . ~~ I ~ I ! vi I I
g.~ 41.00 61.00 ~i:r: I i f~; il:.. 7' P.U.E. ~. 207.00 -. -OllP-. -. - P -1lJ' ,J l--~
. t: ~ ~I i \ ~ I ,(~ il ~ LOT 5 "0 ~I ~! ~ . riP
G; d 8 I'-- g 1.3 ~ tii J I ~ '1 5,000 SQ.FT. ~ 1.1 II
g en c--i b l:'I ~ II 0 ~ 1 IX) i ~ 0 11 '<1- 6200 ' ~ ~ T ~ I
.... <0 It) ~ OC) ..:.J 8. ~ ,n., _ It) i _ ,,' 68.00 'fL I ~,l i I (
_~ 2o~~_~ g!i :.00 ~ ~11'~h:A\~.~ U- R~ U -~
111.00 171.OIr ITkA/c?1 - _______________________-,______________J. . : 1 , :
o t J . ~ 36
PROPOSED CLEANOUT. rf'L 60 1.1-<ff;A/C ,I
RIM aEVATlON =: 572.20). --..JNN - -I S' II
FLOW UNE ELEVATION = 566.20 I ,. . I
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LEGEND:
@ = STREET TREE
:t = FIRE HYDRANT
i!J = CURB INLET
<@ = STORM WATER MANHOLE
@= WA~It.WATER MANHOLE
PIP = UTILI1Y POLE
CLlENT~
LOCAL:
DON HORTON
780 S, 57TH STREET
i'ERINGFIELD, OR 97478
18-02-04-11 #4900 & 5000
780 S. 57TH STREET
SPRINGFIELD. OR 97478
KRUSH AND ASSOCIATES
54 CENTENNIAL LOOP
EUGENE, OR 97401
(541) 686-9211
LOR
WATER = S.U.B.
ELECTRIC = S.U.B,
SEWER = CllY OF SPRINGFIELD
GAS = NW NATURAL
PHONE = U.S. WEST
CABLE = COM CAST
APRIL 13. 2006
1WI = WATER METER
I2J = TRANSFORMER
IT! = PHONE RISER
[GJ = GAS VALVE
;9 = WATER VALVE
SURVEYOR:
ZONING:
UTILITIES:
w = UNDERGROUND WATER MAIN
p = UNDERGROUND PHONE AND POWER
UNDERGROUND WASTEWATER LINE
\WI =
DATE:
PROPERTY INSIDE SPRINGFIELD CITY IJMITS
"
,
,
,
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NOTES:
1. THE NEAREST FIRE HYDRANT IS LOCATED ALONG OUR
NORTHERLY BOUNDARY LINE ON THE WEST SIDE OF
SOUTH 56TH STREET.
2. EXISTING STREET LIGHTS ARE SHOWN. NO NEW STREET
LIGHTS ARE PROPOSED.
3. NO CUT OR FILL IS PROPOSED.
4. ALL ELEVATIONS AND CONTOURS SHOWN ARE EXISTING. NO
NEW ELEVATIONS OR CONTOURS ARE PROPOSED.
5. NO NEW BUILDINGS ARE PROPOSED.
6. THERE ARE NO EXISTING STREET TREES. THE APPROXIMATE
LOCATION OF STREET TREES ALONG S. 56TH STREET ARE
SHOWN. ACTUAL LOCATION OF STREET TREES WILL BE
DEPENDENT UPON DRIVEWAY LOCATIONS, STREET TREES
WILL BE OF AN APPROVED SIZE AND SPECIES.
7. THE PRIOPOSED WASTEWATER UNE LOCATED IN S. 56TH
STREET WILL HAVE A DIAMETER OF 8 INCHES. ALL STUBS
TO LOTS WILL HAVE A DIAMETER OF 6 INCHES.
8. THE DEVELOPMENT AREA CONTAINS 2.3 ACRES OF LAND.
9. THE PROPOSED TEMPORARY EMERGENCY VEHICLE TURN-
AROUND WILL BE CONSTRUCTED OF AN ALL-WEATHER
SURFACE THAT SUPPORTS AN 80fOOO LBS LOAD. THE
TURN-AROUND WILL BE REMOVED ONCE THE STREET IS
EXTENDED SOUTH OF THE PROPERlY.
10. THE PROPERTY HAS AN AREA OF 2.3 ACRES.
11. THE APPLICANT IS NOT PROPOSING TO REMOVE ANY
TREES PRIOR TO FIN~L PLAT APPROVAL. A TREE FELLING
PERMIT WILL BE ISSUES PRIOR TO MORE THAN 5 TREES
BEING REMOVED AS SPECIFIED IN SDC ARTICLE 38.
~
"
PROPOSED TEMPORARY EMERGENCY
VEHIClE TURN-AROUND AREA
REGISTERED
PROFESSIONAL
LAND SURVEYO~
/77(/~ A/ )iv.L
OREGON
JULY 14. 1978
MARVIN S. KRUSH
1643
EXP. JUNE 30.2007
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PROPERTY OUTSIDE SPRINGFIELD CITY IJMITS
. . . . -.
By:-
SHEET 2 OF3
C: \ CADL T\DWG\0503_LAND_DIVlSION
'-1
2500
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2400
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2300
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Il 2200
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EXISTING STORM SEWER
MAr-I-IOLE
RM . 549.6
12' F.L. . 544.7
--...;:'.
_ _ l'EW 12' STORM IJl\E
/" (FNAL DESIGN MAY ALLOW FOR 10. LINE)
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15w-l~
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~ 3500
;r. Il
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/~- ..560 "',
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--.-----
3400
Il
265.00
LOT II
LOT 10
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LOT 8
68.00
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171.00
00 OF CU<8
571.0
'-'-"'-'-'--i
3700
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5200
Il
Il 500
LAUREN EST A TES
GRADING AND PAVING PLAN
4800
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181.00
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207.00
LEGEND:
[Q]
@
570
/
. CURB INLET
. STORM WATER MANHOLE
FINISH CONTOUR
(AT ROADWAY)
CLIENT:
DON HORTON
780 S. 57TH STREET
SPRINGFIELD. OR 97478
18-02-04-11 #4800 & 4900
780 S. 57TH STREET
SPRINGFIELD. OR 97478
POAGE ENGINEERING & SURVEYING INC.
990 OBIE STREET
EUGENE; OR 97402
(540 485-4505
LDR
WA TER . S.U.B.
ELECTRIC . SHB.
SEWER . CITY OF SPRINGFIELD
GAS . NW NATURAL
PHONE . U.S. WEST
CABLE . COM CAST
OCTOBER 3. 2005
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LOT 12 - .1 \~' , ~Il".. ~ ,/ ..' 8
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LOT 9 ,/ S66 ~_0i/-"'L~~'~''-'
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r - 568, --', "''// 5000
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~o LOT? . ',J~~/,:/;/// 0
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1'"1 2 ' ,', ~ ~70 I ..,.. ,\!J !f ./
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LOCA TION:
ENGINEER:
ZONING:
UTILITIES:
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DATE:
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NOTES:
OFF SITE WATER QUALITY IMPROVEMENTS WILL
INCLUDE 10% CONTRIBUTION TO THE COST OF
WATER QUALITY STRUCTURE/MANHOLE DOWNSTREAM
PER ANNEXATION AGREEMENT.
APPROX 450 CY. CUT AND APPROXIMATELY 450 c.Y.
FILL WILL BE REQUIRED FOR THE ROAD IMPROVEMENTS.
NO STRUCTURAL FILL IS ANTICIPATED.
THERE ARE NO SLOPES OVER J5%.
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SHEET 3 OF 3