HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/24/2007
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NOTES:
1. SITE IS OUTSIDE OF 100-YEAR FLOODPLAIN PER FEMA FLOOD
INSURANCE RATE MAPS (PANELS 1161 AND 1162 OF 2975).
2. SITE IS ALL SOIL TYPE 101, OXLEY-URBAN LAND COMPLEX, PER USDA
SOIL CONSERVAll0N SERVICE SOIL SURVEY OF LANE COUNTY AREA,
OREGON.
3. DEPTH TO HIGH WATER TABLE VARIES FROM 0.5 TO 1.5 FEET PER
USDA SOIL SURVEY OF LANE COUNTY AREA, OREGON.
4. EGR & ASSOCIATES, INC. DID NOT PERFORM THE EXISTING SITE SURVEY
FOR THIS PROJECT. EGR & ASSOCIATES, INC. ASSUMES NO
RESPONSIBIUTY FOR THE ACCURACY OF MATERIAL PROVIDED BY OTHERS.
5. SITE IS IN 20-YR. TIME OF TRAVEL ZONE AS SPECIFIED IN ARTICLE 17
OF THE CITY OF SPRINGFIELD DEVELOPMENT CODE.
6. THERE ARE NO WATERCOURSES LOCATED ON THE SITE THAT ARE
SHOWN ON THE WATER QUALITY LIMITED WATERCOURSE MAP.
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TL 3200
EXISTING 26' ACCESS
MAINT & UTILITY EASEMENT
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GROUND' SLOPE
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EX GRAVEL DRIVEWAY
(TO BE REPLACED)
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APPROXIMATE
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'EXISllNG s'
CEDAR FENCE
TO BE REMOVED
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. ... ex STORMWA TER DRYV'E~L
(TO BE ABANDONED)
EXISTING 6'
CEDAR FENCE
TO BE REMOVED
N~;) II'U:.c.1 (HIGHWAY 128)
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VICINITY MAP
N. T.S.
6N 0 b\MENSIONS J
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. .. ~~OVE::. 1::>MIN PG: T4A 'T
FLows ON ()
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SKYCHIEF PARK TENTATIVE SUBDIVISION
SITE ASSESSMENT OF EXISTING CONDITIONS
SPR INGFIELD, OREGON
SHEET 1 OF 2 Date~6ceived:~JiJoJ--
Planner: AL
12/31/06/ ( /
. /\ (e...- L..O?~
5u \32-00 1- ooo~l .. ,
506D< \Jl S(CJf\J 'I ~N~T(,Ut$
RENEWS:
~ EG~ &- Associates, Inc.
'. Engineers and Geologists
25358 Prairie Road (541) 688-8322
Eugene, Oregon'9~,~02 fax (541) 688-8087
- -t AA-5E
TENTATIVE LAND DIVISION
SKYCHIEF PARK
CLIENT:
DON HAASE
1960 GILHAM ROAD
EUGENE, OREGON 97401
17-02-32-33 # 2100 &
KRUSH AND ASSOCIATES
54 CENTENNIAL LOOP
EUGENE. OREGON 97401
(541) 686-9211
RESIDENTIAL
2101
LOCATION:
SURVEYOR:
LAND USE:
UTI L1Tt ES:
WATER: SUB
POWER: SUB
SEWER: CITY OF SPRINGFIELD
DATE:
APRIL 20. 2007
=--\A
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NOTES:
1. ALL OF THE LOTS REQUIRE AN ADJUSTMENT TO THE SOLAR DESIGN
STANDARD IN SECTION 3S.010(3)(d)1.b., DUE TO THE EXISTING RIGHT-OF~
WAYS PREVENT THE LOTS FROM BEING ORIENTED FOR SOLAR ACCESS.
2. NO CUT OR FILL IS PROPOSED.
~, 3. THERE IS NO EXISTING STREETLIGHTS ADJACENT TO THE SITE AND NONE
ARE PROPOSED.
4. THERE ARE NO EXISTING STREET TREES AND NONE ARE PROPOSED;
5. PROPER1Y IS ZONED MDR=MEDIUM DENSI1Y RESIDENTIAL
6. PROPERTY IS RELATIVELY FLAT WITH A CHANGE IN ELEVATION OF LESS
THAN 2.0 FEET.
7. THE EXISTING HOUSE IS SERVED BY PUBLIC SANITARY SEWER.
8. ALL UTILITIES WILL BE PLACED UNDERGROUND.
LOT DATA TABLE
LOT NO.
1
2
3
4
5
6
SQUARE FOOTAGE
7,614
8,364
8,352
8lf532
8,406
8.517
12
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6' Cyclone Fence
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II
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T.r?l~LV.=482.27
17-02-32-33 # 2100 & 2101
SOLAR CLASSIFICATION
NON-SOLAR
NON-SOLAR
NON-SOLAR
NON-SOLAR
NON-SOLAR
NON-SOLAR
-1 I '-}33
.e::- 6} wt5JLI!::: FAMIL."1 bWELL,J0 E;
f07 .00 ~~
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87.01
in'
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6
190.00
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FIRE HYDRANT
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PAGE 2 OF 4
~EGEND:
OHP = OVERHEAD POWER
OHPH ~ OVERHEAD PHONE
OHC = OVERHEAD CABLE
EX. = EXISTING
WW = WASTE WATER
.STM =' STORM 'WATER
PWR = PROPOSED ELECTRIAL' SERVICE
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EDGE AIC ELEV.=482.60
~ ~
~OPOSED CONN~ON ='
(~- ~-~.~
\~NEcnJ
,PROPOSED 1 at RIGHT-
OF-WAY DEDICATION .
S'o v-TH L{2nJ ~j.
LtP G~ DE:5 /"1A'1
3 Nt.')J
~~_:NNECnON
,EDGE Ale ELEV.=483.05
bate Received:. s- At/lobI._
Planner: AL
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26( / / f r 36'/).........
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REGISTERED
PROFESSIONAL
LAND SURVEYO,R
/J?1/vk /1, /4wL
OREGON
JULY t4. 1978
MARVIN S.. KRUSH
1643
EXP. JUNE 30. 2007
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PAGE 3 OF 4
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NOTES:
1. ALL OF THE LOTS REQUIRE AN ADJUSTMENT TO THE SOLAR. DESIGN
STANDARD1N SECTION ,35.01 O(3)(d)1.b., DUE TO THE EXISTING.. RIGHT-OF-
WAYS PREVENT THE LOTS FROM BEING ORIENTED FOR SOLAR ACCESS.
~ CUT OR~L_~.~~~
3, THERE IS NO EXISTING STREET LIGHTS ADJACENT TO THE SITE AND NONE
ARE PROPOSED.
~. - ., ---..
~. THERE ARE. NO EXISTING STREET TREES AND NONE ARE PROPOSED0
5. PROPERlY IS ZONED MDR=MEDIUM DENSITY RESIDENTIAL
6. PROPERTY IS RELATIVELY FLAT WITH A CHANGE IN ELEVATION OF LESS
THAN 2.0 FEET.
7.A SIDEWALK WILL BE CONSTRUCTED ALONG 42ND STREET AFTER THE
CITY HAS COMPLETED IMPROVEMENTS ALONG SAID 42ND STREET.
8. ALL NEW UTILITIES WILL BE LOCATED UNDERGROUND.
TENTATIVE LAND DIVISION
SKYCHIEF PARK
DON HAASE
1960 GILHAM ROAD
EUGENE, OREGON 97401
17-02-32-33 # 2100 & 2101
KRUSH AND ASSOCIATES
54 CENTENNIAL LOOP
EUGENE. OREGON 97401
(541) 686-9211
RESIDENTIAL
WATER: SUB
POWER: SUB
SEWER: CITY OF SPRINGFIELD
APRIL 20, 2007
CLIENT:
LOCATION:
SU RVEYOR:
(j'\'\
~'l.___ ;
\\JO~T -
.....~ 1'=30'
LAN D USE:
UTILITIES:
9. THE APPLICANT IS PROPOSING TO. CONSTRUCT A WALL ALONG THE
FRONTAGEOF42NDSTREEL THE WALL 'WILL BE LOCATED OUTSIDE
OF THE PROPOSED 7' P.U.E. '
DATE:
I P"yL\1'
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S 89. 26' DID" E 413.90
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PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.
12
T AX LOT #2600
TAX LOT #3200
12
.. .
':': ,
..... , ~ . ....
PROPOSED 5' CONRETE SIDEWALK
SIDEWALK, TO BE CONSTRUCTED
"
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I SHADED AREA = PROPOSED
I PRIVATE STORM WATER
I EASEMENT WITH MAINTENANCE g
I AGREEMENT. ~
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SHADED AREA = PROPOSED 'V II ~
PRIVATE STORM WATER '\ '\. b
EASEMENT WITH MAINTENANCE 4 '\
AGREEME~JT. f ,,(J) "
? I - - -~{J- ex. CATCH BASiN, SW RIM ELEV.=482.70
I '": 28' WEST FLOW LINE ELEV.=478.85c
.'.....
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I... I 20'
I 1 O.C} ~ R.O.W
F' \ I
:to:.- EX. 18" STORM SEWER
13 I
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. EXISTING CLEAN OUT :
(ABANDON) I
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PIPE FROM EXlSTING HOUSE I
FLOW
2
PROPOSED VARIABLE-WIDTH JOINT-US,E
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.
~
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. AIC ~
PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.
7' P .U.E.
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26' OO"W 413.90
N 898
PROPOSED VARIABLE-WIDTH JOINT-USE
ACCESS AND UTILITY EASEMENT AND
MAINTENANCE AGREEMENT.
("1
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..J
REGISTERED
PROFESSIONAL
LAND SURVEYOR,
/7Jl~ -4-)M
OREGON
JULY 14. 1978
MARVIN S. KRUSH
1643
EXP. JUNE 30. 2007
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TAX LOT #2000
flate ~eceived: S J2./f! ~bJ..
Planner: AL
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EXISTING DRYWELL OVERFLOW
UPSPOUT, INV. ELEV.=481.90.
,
,
17-02-32~33 # 2100 & 2101
C:\CADLT\DWG9916_LAND_DNlSlON_NEW1.DWG
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V 12" DEPTH MIN
\( \( 6" MIN \/
~~ 7~' , I ~ SWALE DE=>TH ~. 4 '
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~ ~7~7~70~7~i~.7~~"'\Y~~V~,
GENERAL NOTES:
1. THIS DRA'NING IS INTENDED TO MEET lliE REQUIREMENTS OF SECTION 6 OF No 61--rt: 1>LA~ ~l~
lliE SITE PLAN REVIEW INFORMATION REQUIREMENTS.
2. ROOF DRAINAGE. PERVIOUS AND IMPERVIOUS AREAS, STORMWA TER SYSTEMS.
EXISTING AND PROPOSED ELEVATIONS ARE ALL SHOWN.
\1
't'
3. ROOF DRAINS WILL DRAIN TO PAVED AREAS.
4. EGR & ASSOCIATES, INC. DID NOT PERFORM lliE EXISTING SITE SURVEY FOR
llilS PROJECT. EGR & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE
ACCURACY OF MATERIAL PROVIDED BY OTHERS.
4: 1 SIDE SLOPES J
5. THIS STORMWA TER PLAN ASSUMES A MINIMUM OF 14 NEW TREES WILL BE
PLANTED. --
r;- THE TOTAL APPROXIMAlE AMOUNT OF CUT IS 90 CY AN~ THE ~.')
~PROXIMAlE AMOUNT OF FILL IS 1080 CY. ~
\
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REQUIRED SETBACK
TO NEW PROPERTY LINES
EG 482.60
r ONLY EXISTING .1-FOOT
/ . CONTOUR ON-SITE
~
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~~~ W~LL
WATER VALVES
.........
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10" PIPE ,I I J
W/~NA;~4~:'~~ is ~ y:lf .
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'(" AN
EXISTING CATCH BASIN I. .\.II/" :7
10" FL OUT==478.25 ,../J,/ .
PROPOSED 10" INV IN=478.35 IX W
EX=481.57 -"';: ~
,'. ..J
" Q..
REQUIRED 7' PUE ,112 y; " ~' , " ~
I ~i:;.J~ ~ ~ \I 0" ~ ,,'" "" .
f\,: II ',.. n 1
I (', ~ 'lilt n
EXl2~ ILECTRIC w~--f ...
WA~~ ~:~~-~~I-'/
EG482.22~...".,;;.., ~RQPOSED 20' ACCESS--
I I::'. ~ ~INtrENANCE & UTILITY
l:'~ y ~. EASEMENT
'j;' B ..s~ ~
/:l'l. ~ INV=479.68
", :;r;;:'~ ~. .
I 6'~~ ~' I
I ~.',i:,.',.' ~/ I
~,.I ~
I' ~" ,II II ' I
EXISTING ST MH
FL OUT==477.7
(PER CITY RECORD)
MINIMUM COMBINED GRASSY
SWALE TOTAL AREA=1351 SF
INV==480.00
INV=479.81
FF ==483.50 MIN
LOT 2
~
M
I
/
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/
b'1-/
LOT 1 ~
vi
FF==483.50 -l
MIN ~ FG483.0K4~ ~
~.,~ .~~
"S\.7~,
::r ............... '1:1;:;;. FG=483.1~
-< . .......... '0":'- IIni~480.2~ I I "
FG 4 R? 6
LOT 6 \
FF==483.50 MIN
i1
. ~
" tJ?
.,.',", ",
; R1M~482.6 nFG=483~
INV=4s-a.6 11
"'''Sf ~ 1%
.-
<=
<:=:a
~
1
LOTS 1, 2, & 6
PERVIOUS AREA
IMPERVIOUS AREA
TOTAL AREA
0.22 AC
0.31 AC
0.53 AC
/j///;//f/;//////;
o 30
SCALE 1" == 30'
LEGEND
///////;
b
PROPOSED BUILDING DOWNSPOUT LOCATION
IMPERVIOUS DRAINAGE DIRECTION
PERVIOUS DRAINAGE DIRECTION
PROPOSED FINISHED GRADE ELEVATION
EXISTING GROUND ELEVATION
BUILDING IMPERVIOUS AREA
...
PROPOSED PAVEMENT
24" CAST IRON CATCH BASIN
W/OIL WATER SEPARATOR
CULVERT
GRASSY SWALE
FG
EG
c::>
.
---
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--
- - -.
"" "" "" "" "" "" ""
~ '" '" '" '" '" '"
PRIVATE STORMWATER EASEMENT
......
S-MAPLE
o a
PERMEABLE FILTER FABRIC
.d
. . . <I'
a.
2' MIN.
......
......
VARIES 6._12.
......
TYPICAL SWALE SLOPE = 0.005 FT 1FT
GRASSY SWALE TYPICAL SECTION.
N.T.S.
EXISTING 126, ACC:::SS,
MAINT. ~ UTlLlT'" ESMT
I
. I~ "
II
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o
PROPOSED GARAGE
EG 482.60
I
FG 483.4-0 1
1 &-oHc--1
Oup _oHPH-
EX. - P . I
-,__-1-
\
r FG 483.40
-I r
- EG 482.60
. ~ ., r EXISTING ROW
r J WIDTH VARIES
--1-- INV==480.22
---
I
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I ).. /
I /Fy== /
1 483:5
. , MIN//
1 ,I / I
I~
1
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II:.
.----
I I
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1 EX. HOME 1
:<TO REMAIN):
I LOT 3 I
L____-.J
t-~
. ,j' ,'. .JLq - - I- I-MINIMUM COMBINED GRASSY
T' , ,'" I: SWALE TOTAL AREA==1159 SF
~~~tHt.~8 ," I . .%- ~I- ' ' .' FG 483.40
",~;;.' ,,"......~ I . u5 I ~ PROPOSED 1.5" ORIFICE
},:.::' ,".;;r ~ !~, .' \VItO" OVt:'~FLOW
.",. ~.__----- '. ~ ,../1, FL SWALE-480.00
" . l;r/'cn, \
,," I, 11 Q
,,', I I 6)' Z .... ~ PROTE. CT TREE ROOTS
" ' C'I' ..;':/.. WHEN POSSIBLE
, I ~,r I
'0. I . Y EXISTING CATCH BASIN
u 70&12- MAl!> .~'I 18" FL OUT==478.85
I ;-". ~ (PER CITY RECORD)
I SAN PROPOSED 10"ST
. ft I I z I INV IN=479.60
I ~
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LOT 5
FF==484.00 MIN
c:::t>-
J
.......
......
REQUIRED 7' PUE
c:::t>-
tlV' "cD I
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~SEDY
10- PINE
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LOTS 3, 4 & 5
PERVIOUS AREA
IMPERVIOUS AREA
TOTAL AREA
0.30 AC
0.30 AC
0.60 AC
SKYCHIEF PARK TENT ATIVE SUBDIVISION
GRADING AND PAVING PLAN
SPRINGFIELD, OREGON
SHEET 2 OF 2
~~,,\) PRor[~
~~~GIN~~~
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/Q;2"/ ~4222 PE (--'.. P
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<:::> ~.. OREGO~ C)
7" '-\-4~O'7~ "'t'
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(, HILL o\..\l\
Date ~eceived:. S- /:t1 /~ 7
r .. (.,.u~,.............
Planner: AL
'i' EG~ngl~rs ~:~e~o~~~tes, Inc.
25358 PraIrIe Road (541) 688-8322.
Eugene, Oregon 97402 fax (541) 688-8087
RENEWS: 12/31/08
+1-4