HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/5/2016TENTATIVE LAAW PARTITION PLAT
S; +M �SSilfii�N�
FOR
JOSEPH BERNEY
SIP 1/4, SEC77ON 35, T. 17S., R. 2W, W.M.
SPRVVGFLKLD, LANE COVN77, OREGON
1 } DATE OP SURVEY: �� . 01. 2016
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} } SEWER EASEMENT
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ST ADDRESS OWA SURVRY0R
1=.20' 475 & 71ST SIRM jam LARRY Y LAOLSOK PLS
20' 4' 20' 40° 54019 LA OEM V478 878AOAVJGW LIRIme OL.90M & MOW
TAidMAPf LOT: 17-02-36-34-06100 VXN O1i�41�t 07478 3W 0 SIRE 'i`
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VICINITY MAP
NOT TO SCALE
GENERAL NOTES.
I. THE PROPERTY IS LOCATED IN ZONE X OWN FIRM
MAP 41039CII67F AND IS IN AN AREA
DETERMINED TO BE OUTSIDE THE 500—YEAR
PLAN.
2. PROPERTY IS ZONED LOW DENSITY RESIDENTIAL
(LD). ALL PROPERTIES WITHIN 100 FEET ARE
ZONED LOW DENSITY RESIDENTIAL (LD).
3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE
SHO W.N.
4. ELEVATIONS BASED ON CITY OF SPRINGFIELD
DATUM (NAVD 88) BENCHMARK #29. A SQUARE IN
TOP FACE OF CURB AT THE SOUTHEAST CORNER
OF 72ND AND ELDERBERRY. ELEVATION = 690.98
5. THE CLOSEST LTD FACILITY NEAR THE SITE IS
AT 69TTI PLACE AND MAIN STREET.
6. THERE ARE SEVEN (7) TREES AS SHOWN, NO
OTHER SIGNIFICANT VEGETATION.
7. A FIRE HYDRANT IS LOCATED APPROXIMATELY 190
FEET SOUTH OF THE SOUTH LINE OF SUBJECT
t PROPERTY, ON THE WF,ST SIDE OF S. 71 S1' 0
STREET.
8. SOIL TYPE ON THIS SITE IS URBAN
c LAND—IIAZELAIR—DIXONVILLE COMPLEX, 3-127.
y SLOPES, AND AG CLASS 8.
9. EXISTING HOUSE TO REMAIN, ALL OTHER }
STRUCTURES ON SITE TO BE REMOVED, AS N
SHO W.M 0
10. SITE LOCATED OUTSIDE OF 99 YEAR TIME OF
7 TRA VEL ZONE.
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Dak-0Received: ►�
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OCT 0 5 2016
Orloinal Submittal_.
1�aAAWW l� ,RDESU I a
Y)
GON
JU 10, 1964
CE B. 4
REM - -20116
�
CO
OLSON & MORRIS `3
TENTATIVE LAND PARTITION PLAT
TEN7A77VE PLAN
FOR
JOSEPH IBERNEY
SW 1/4, SECTION 35, T. 17S., R. 2WW., W.M.
SPRINGPIEW, LAAFE COUNTY, OREGON
! { DATE OF SURVEY: JULY 01. 2018
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— — — Rig t -of -way
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i Rin= 603.10
I j IOP �G—Ta(a-- S 88°10'14" E
IE 8"� Nw=60.4 T' 1! 'I87.77' -""`-- �° 10.09'
-T-�- - _._ _..t a7.�7 p �rj 10.09
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Tc) p ,� 6pg : ! I I Parcei1214 ;o
i �y 20.00'�p 97.40 p'� I { 14,333 sq ft
(including pole) a A to
89.61 ( i �`..., i�g�`� ($�
bold b,\N '`o -----� {d
f - e
P� 36t4' 12.2' PG - ! �s �e `$moo I ��.�a�� a
( to ung 8
t� M15.00' Propose
I 33.4 r �p�p copSbwl Easement
! 27.9' -- ro oQ
M t 618 _
v g;L`' * I Ggau 624 ..- ---
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I pec 13.3' - "��` t+ouo �� 623
Parcel 1 `�o _ .. _ , 'i- . 46 6Z'� 624 -
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8537 sq ft� ' { 0 p -`L � ..-. 5
1 p
co`1�� .'-�j 627
00
AREA TO 13E PROTECTED ���'� 14 6i
FROM ANY DEVELOPMENT P;iQ rp a SDC 5.12-125.E fp
628
629
!
Rim=
MH e �'' ��p 10.8 R / / I 0� �'
I Rim= 614.29 �'\------- p - 631
I Inv 10 (w) 612. 6 -' 84.48' /i i �' I - fO
632
S N 87-34'04" W 188.26'
{ s 30.00 I
I Right -of way —+-�
to C
.•.------_ 60.00' —
{ `Right-of-way 7.00' PUE / / 15.00' PUBLIC
I I ! SEWER EASEMENT
STM ADDRESS OWNER SURVEYOR
Z&E 1'%=20' 475 & 71ST S'1REET 506EPM 8t•1 y LARRY OLSON, PLS
'0' 0' 20' 40" SPRNIIGFEID, OREGON 97478 678 NOWMA81GATE DRNE OLSON & YORR>>S
TA>tA WILOT: 17-02-35-34-05100 SPRINGS OREGON 97478 386 0 STREET
SPRINGfm, OREGON 97477
541-302-9790
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N 86°0729" W
10.22'
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SUBJECT
PROPERTY
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VICINITY MAP
NOT TO SCALE
GENERAL NOTES.
1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM
MAP 41039C1167F AND IS IN AN AREA
DETERMINED TO BE OUTSIDE THE 500 -YEAR
PLAN.
2. PROPERTY IS ZONED LOW DENSITY RESIDENTIAL
(LD). ALL PROPERTIES WITHIN 100 FEET ARE
ZONED LOW DENSITY RESIDENTIAL (LD).
3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE
SHOWN.
4. ELEVATIONS BASED ON CITY OF SPRINGFIELD
DATUM (NAV0 88) BENCHMARK #29. A SQUARE IN
TOP FACE OF CURB AT THE SOUTHEAST CORNER
OF 72ND AND ELDERBERRY. ELEVATION = 690.98
5. THE CLOSEST LTD FACILITY NEAR THE SITE IS
AT 69TH PLACE AND MAIN STREET.
6. THERE ARE SEVEN (7) TREES AS SHOWN, NO
OTHER SIGNIFICANT VEGETATION.
7. A FIRE HYDRANT IS LOCATED APPROXIMATELY 190
FEET SOUTH OF THE SOUTH LINE OF SUBJECT
PROPERTY, ON THE WEST SIDE OF S. 71ST
STREET. 0)
8. SOIL TYPE ON THIS SITE IS URBAN
LAND-HAZELAIR-DIXONVILLE COMPLEX, 3-129
SLOPES, AND AG CLASS 8. 0)
9. EXISTING HOUSE TO REMAIN, ALL OTHER
STRUCTURES ON SITE TO BE REMOVED, AS
SHOWN. (D
10. SITE LOCATED OUTSIDE OF 99 YEAR TIME OF (1)
TRA VEL ZONE.
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IT
ILO
Date Received: (�
h -•t
OCT 0 5 2016
Original Submittal.
IST
OFESSI A a
ND SU
OON J
JU 10, 1964
CE B. 0
5 0
REN - -2016
OLSON & MORRIS 3
2808AG_ X r CUSTOM DRAIN BASIN
t1) DIM.TYE NWI DR,TE
AA IKHS L0AoMxPART, ULA• . t_
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N DG T
lKiOlIT
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tEls: BCILSD). Pix D40�CW5,COPAUOATFAaRlBBEDrrD
2810AG_ X 10° CUSTOM DRAIN BASIN
jt} CJCTlE,tONpNTE
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(34) VARWATYPES OF OW11 METADAPWAVAILABIE:
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ipODOA NTM THE E#'BRDII a NNE IfL' GM1tlF.
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PROPOSED DRAIN BASIN N. T.S.
tN{ NMpLW MW OS{NMDLTAU
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1 50.00' -
- - - - Right -of -w
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TENTATIVE UTILITY PLAN
FOR
BERNEY PAR TI TION
SW 1/4, SECTION 35, T. 17S., R. 2W., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
DATE OF SURVEY.- JULY 01, 2016
FINISHED
GRADE } FINISHED GRADE
-
i# =1 11=111=1 fm IIE I!
I. -
NATIVE eAGrc>j�� 1-411=1�(=1 { I1 11-1 I I
MINUS t'xe'x8' LANDSCAPE HYDROSEED ENTIRE
I-1 i I REQUIRED FOR III -111=1111 1111 BLOCK. 3 BLOCKS LENGTH of
.I I i-1 ROAD CROSSING REE 11'1 11=1 I I�-I 1 I -I 1 I NDN. SWALE AND TIE INTO
BASE PREP UNDER BLOCKS SLOPES NATURAL.
-111 III -1 # 1=1 1- 11 111 -12' SOIL MEDIA TO AfEET MANUFACTURE'S GROUND
OVER NATURAL V CONCRETE DRIVEWAY SPECIFICATION.
GROUND # 1-i I I -III -III -`III III -•--III HYDROSEED ENTIRE WITH
t'x4' NiSN IN MAX ROPE r „�-/-12' SOIL MEOW
LENGTH OF SWALE (ONE LAYER) IN UDl1TY EASEMENT 1 "�•/
$ 8 AND SLOPES 3j a �•. y
t i -I III-III-�-I TIE two 3:1 SLOPES 2' GRAVEL y +
CONTROLLED =111 I=
BACKFILL -i -11 = NATIVE caOUND
(CLEAN DIRT)
`\•'
i I i --f (-1T�=1 I �•
12.00' 2m' ONE ROWOF LANDSCAPE .w w
BLOCK TO BRIDGE SLOPE
AND RETAIN DRAINAGE SWALE
rIAMPSIPME
N
SCALE.. 1 "20'
PROPOSED UTILITY TRENCH PROPOSED DRIVEWAY AND STORM DRAINAGE CROSS SECTION 20' 0' 20' 40'
N.T.S. N.T.S.
8" D3034 STORM
PIPE- CONNECT
TO EXISTING
STORM PIPE
5' WIDE UTILITY EASEMENT FOR
WATER, ELECTRIC, PHONE, CABLE,
AND NATURAL GAS
,- JOINT UTILITY TRENCH (SEE DETAIL)
--(icti3 -- f---/`------.I"----r-
ROCKS SH PA
To 0
612
12--�-°p Parcel
14,831 sq ft
/,,-�Alncluding pct
74
4" V SCHEDULE 40
DR PIPE FORFU
F DRAIN CO ECTION 1,0
IN f ARCEL 2.
1615 gi\`a
0"
e
p `y'oe ted
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0b �&
S 88°101+4" E \I"
x.08' Fp
� 10.
� 1�
P Fp
---�---i -- --7-- I L.f r 'tV-
\O C, I
pec °� 617----°Q�
z7.9' ro19 �$
618 --
�0 620
Sewer Easement 6 1
� tiet rn
/P.,real 1
I M r 1\ 88,040$T
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Inv 10" (W)612.6
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d`°o'o 21 624--
25-
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627-
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z COP FIs 62
4/4 8'
/ 1 Q 78' 3
N 87°3 " W 188.26` fence X X K ence tj 86°07aT
.
I I I I / ,aIi/ Rim= 623.10 51
i 30.00' (, I / �fi ao. ytAL//
---Right-of- oy- - �F / P
to CIL
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-�F 7.00' PUE
/
Fp Fa
rCCnu'C WO 1 7-n9- 35- 34 TAS( 1 T
GENERAL NOTES:
1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM
MAP 41039C1167F AND IS IN AN AREA DETERMINED
TO BE OUTSIDE THE 500 -YEAR PLAN.
2. PROPERTY IS ZONED LOW DENSITY RESIDENTIAL
(LD). ALL PROPERTIES WITHIN 100 FEET ARE
ZONED L 0 W DENSITY RESIDENTIAL (LD).
3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE
SHOWN.
4. ELEVATIONS BASED ON CITY OF SPRINGFIELD
DATUM (NA VD 88) BENCHMARK #29. A SQUARE IN O
TOP FACE OF CURB AT THE SOUTHEAST CORNER O
OF 72ND AND ELDERBERRY. ELEVATION = 690.98
5. A FIRE HYDRANT IS LOCATED APPROXIMATELY 190 I)
FEET SOUTH OF THE SOUTH LINE OF SUBJECT f
PROPERTY, ON THE WEST SIDE OF S. 71ST STREET. N
6. SITE LOCATED OUTSIDE OF 99 YEAR TIME OF
TRAVEL ZONE.
7. SWALE SHALL BE SEEDED WITH GRASS TO MINIMIZE
EROSION r.
8. CATCH BASIN TO BE SET WITH GRATE AT 6" ABOVE *�
FLOW LINE OF THE SWALE, PLACE 3" DRAIN ROCK 'Ct`
AROUND INLETS FOR PROTECTION AND TO PREVENT
EROSION
9. CHECK DAMS SHALL BE PLACED IN SWALE EVERY
12 FEET.
10. FRANCHISE UTILITIES TO BE EXTENDED TO PARCEL
2 IN UTILITY EASEMENT SHOWN ON PLAN.
11. RUNOFF FROM PARCEL 2 IMPERVIOUS SURFACES I`
SHALL BE ROUTED TO GRASSY SWALE. 0)
12. PARCEL 2 ROOF DRAIN SHALL BE CONNECTED TO
4" STORM DRAIN PIPE EXTENDED TO PROPERTY. C4
13. WASTEWATER SERVICE TO NEW HOUSE TO BE
PROVIDED BY STUB INTO EXISTING WASTEWATER U
LINE CROSSING PARCEL . SPECIFIC LOCATION TO
BE DETERMINED DURING BUILDING PERMIT
PROCESS.
SOIL INFORMATION:
1. EXISTING SITE SOIL IS URBAN
LAND-HAZELAR-DIXONVILLE COMPLEX.
2. HYDROLOGIC GROUP D.
3. EXPECTED INFILTRATION RATE VERY LOW (0.00 TO r K
0.06 in/hr).
SITE ADDRESS 0 WNER
475 S. 71ST STREET JOSEPH BERNEY
SPRINGFIELD, OREGON 97478 678 MOUNTAINGATE DRIVE A
TAXMAP/LOT: 17-02-35-34-05100 SPRINGFIELD, OREGON 97478 !+'�
{
ASURVEYOR/ENGINEER
Date Received: OLSON & MORRIS
386 0 STREET
CT SPRINGFIELD, OREGON 97477
541-302-9790
Original Suiar�lit b
'T 5100 OLSON & MORRIS `3