HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/30/2017TENTATIVE PARTITION PLAN
FOR SUBJECT °„.v:”
ED .CULLER CONSTRUCTION, LLC ,"- �` ` �, PROPERTY
SW 1/4, SECTION 279 T. 175., R. 3Wi, W. M. f � x x rrp,:.nurfr
SPRINGFIELD, LANE COUNTY OREGON
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------------- DATE OF SURVEY:
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FAIRIEW ' DRIVE
��.•, °s"� Right-of-way
VICINITY MAP
_ NOT TO SCALE
.. ® NOTES.
. _ LINES ARE EXISTING AND PROVIDED — — — •.'� _ N 89°29'28" W 110.38' 1. WATER BY SPRINGFIELD
. .°.•Q
— — — — — --T — — — — `� — .�+•�►"'' - �- ���� 64.36' _ . UTILITY BOARD (SUB).
� ..•�.. � � L . _ _. - 23.01' 23.01' 2 LINES LOCATED NEAR OR IN
. WASTEWATER AND STORMWATER
C FAIRVIEW DRIVE ARE PUBLIC.
1 i 3. UNDERGROUND UTILITIES SHOWN HEREON ARE AS MARKED
PER AS—BUILTS. WE DO NOT GUARANTEE THIS MAP SHOWS
I � ALL UNDERGROUND UTILITIES.
4. SUBJECT PROPERTY IS ZONED LDR (LOW DENSITY
I RESIDENTIAL).
tV
LO
N 5. THE NEAREST BUS STOP IS ON CENTENNIAL BOULEVARD NEAR
•` ` (0 THE INTERSECTION WITH MILL STREET AND SERVED BY LTD
ui W ROUTE 13. THE EMX HAS A STOP AT THE INTERSECTION OF
o CENTENNIAL BOULEVARD AND PIONEER PARKWAY.
I N
r0
6. THIS PROPERTY FRONTS FAIRVIEW DRIVE, AN EAST—WEST
STREET. INTERSECTION OF FAIRVIEW DRIVE AND RAINBOW
I DRIVE IS TO THE WEST OF DEVELOPMENT SITE.
SCALE 1 =20' 7. CONTOUR DATA BASED ON LIDAR DATA OBTAINED FROM
20' 0' 20' 40, i� Rig t-ot-way I OREGON DOGAML THE FIELD DATA IS ON ASSUMED
ELEVATIONS (POINT #1 = 5000.00).
O� 8. AREA OF DEVELOPMENT IS 19,805 SQUARE FEET (ABOUT 0.45
--------- -------- LLdf I Existing ACRES).
-j f N concre't'e „ r�ci LO QF
I ��' ° . ' �� 05 9. THERE ARE THREE (3) EXISTING DECIDIOUS TREES. NO TREE
�� Existing
Qi 6 REMOVAL IS PROPOSED AT THIS TIME.
o N .� concrete '
O
8 O
°�h 0 1 THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY
i�� ���pti I 0477 FEET EAST, AND 60 FEET NORTH OF THE NORTHEAST �.
Ov� {3 Q ( S 89°29'28"' E 46.78' . ` ,'- W CORNER OF THE SUBJECT PROPERTY.
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lF m I Existing 11. SUBJECT PROPERTY 1S LOCATED IN ZONE Y ON FEMA FIRM I
I Z o sidewalk �. o"
( rn - �> MAP NO. 41039C1141 F. ZONE X' IS AN AREA DETERMINED
I z TO BE OUTSIDE OF THE 500—YEAR FLOODPLAIN. O
12. DEVELOPMENT SITE IS LOCATED WHOLLY WITHIN THE
I I 99—YEAR TIME OF TRAVEL ZONE (ZONE OF CONCENTRATION).
t� I NO TIME OF TRAVEL ZONE BOUNDARIES INTERSECT THE
'� Y I I SUBJECT PROPERTY.
Q I Existing concrete
3
{ �5
co
20.0' --•-I o w
Cute Receivedd�
---- I I
MAR 3 Q 2017 CIS
Original SUI)Mlual l�------
I
I
I
O� �J I I Existing concrete
_ _ 1-i-1
i
45 01'
( �—------------- - = ..... _ _64.64'. -.. �. � 1._._,�._
— — — — — — — — — — — - F�
40.0' ------..•i I S 89°29'28" E 109.65' r T
I fight -of -way �OQI OFESSI
'��• � ND SU
SITE ADDRESS OWNER APPLICANT SURVEYOR PLANNER ENGINEER p�
749 FAIRVIEW DRIVE JANICE JONES ED FULLER CONSTRUCTION, LLC LARRY OLSON, PLS ROBERT STEVENS, AICP SCOTT MORRIS, PE O , 1 r
SPRINGFIELD, OREGON 97477 751 W FAIRVIEW DRIVE 173,44 KINGFISHER DRIVE OLSON & MORRIS METRO PLANNING, INC OLSON & MORRIS JU 0, 1964
SPRINGFIELD, OREGON 97477 BEND, OREGON 97707 380 Q STREET SUITE 200 370 Q STREET 380 Q STREET SUITE 200 655E B. OL
0
751 FAIRVIEW DRIVE SPRINGFIELD, OREGON 97477 SPRINGFIELD, OREGON 97477 SPRINGFIELD, OREGON 97477 REN -2016 ®(�
ASSESSOR'S MAP. 17-03-27-42 TAX LOT 1200 SPRINGFIELD, OREGON 97477 541-302-9790 0: 541-302-9830 C: 541-968-9849 541-302-9790
OLSON & MORRIS 380 Q STREET SU ITE 2
PROPOSED 20 8' WIDE TOP
DRIVEWAY 2' WIDE BOTTOM
GRASSY SWALE DETAIL
NTS
SCALE 1 1-20'
0 20 40
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it
SOIL TYPE IS COURTNEY GRAVELLY SILTY CLAY LOAM NO. 34.
!
I
EXIST. CONNECT 6" PVC STORM PIPE
,
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UTILITY TO BACK OF CATCH BASIN
FOOT OF CURB -SIDE SIDEWALK SHALL BE CONSTRUCTED.
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1 t
RI14=440.981
Original
VAULT 6"t=439.68
POLLUTION CONTROL TO BE PROVIDED THROUGH GRASSY
2.
COORDINATE WITH SPRINGFIELD UTILITY BOARD TO RELOCATE
O
01 �08
18" INLE_
EXISTING " WATER METER
SWALE. SIZING PER SIM FORM.
DUE TO HYDROLOGIC GROUP D SOIL, GRASSY SWALE WILL
3.
EXISTING POWER POLE.
LID OF EXISTING UNDERGROUND UTILITY VAULT MUST BE
W _
I EXIST. {
(E)=439.48
WATER MAIN
TO SERVE LOT 2
m
C
DRAIN AND OVERFLOW TO TIE INTO EXISTING CATCH BASIN
ADJUSTED TO MATCH PROPOSED SIDEWALK.
MAIL i
18" OUTLET
EXISTING
WATER METER
00Z
(CB#42646).
4.
i BOX
�I
(NW)=439.58
L_
N
PROPOSED " WATER METER
FOR LOT 3 8Y SUB
WASTEWATER SYSTEM%
7- �0� 11
s ` •
180.08'
' -'-'
5.
ADJUSTED TO MATCH PROPOSED SIDEWALK.
AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR
ST
EXISTING
CATCH BASIN
��
PROPOSED 6 STORM STUB
EXISTING
I
w
PROPOSED 93' LONG
93'X20'
STORM
t=440.75
FENCE o
i
- W
f
f
I
,GRASSY SWALE WITH
`
PAGE
EASEMENT
PROPOSED UTILITY
Lri
I
PROPOSED FIRE
HYDRANT BY SUB
o ��
W
-' - - - 4" OUTLET E=440
..
. w `
a TRENCH LOCATION LOT 2
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— =UTiL —
-- — —
68.2
— _
-- UTILE
1;
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f
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PROPOSED 6 -WW LAT CONNECT.
TO EXIST. 8 WW t=430.7±
INSTALL 6"X4"X4" WYE
•�T
_ _
6260 S0 FT
PROPOSED 100 LONG 20
w�nF mAVM nRIVFWAY
18" INLET'
(SE)=437.98
18" OUTLET
(NW)=438.08 _'�m-1 i I
! i
EXISTING
WATERLINE i
(SUB) I 1
ti_i16Ru E1119%11N[1
Imo- ml 1 0601
I�
o
PROPOSED 6" STORM STUB
E=440.31 I
PROPOSED 4" WW LATERAL
QQQFOR LOT 3 �=438.0±
bo
LOT 3 -d-
7978 SQ FT
EXISTING f
FENCE
........_...90.04' _
LEGEND
1.
SOIL TYPE IS COURTNEY GRAVELLY SILTY CLAY LOAM NO. 34.
1.
CITY OF SPRINGFIELD STANDARD CURB AND GUTTER WITH 5
y
Submitla! ��_
HYDROLOGIC GROUP = D
FOOT OF CURB -SIDE SIDEWALK SHALL BE CONSTRUCTED.
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EXISTING
BOUNDARY
Original
2.
POLLUTION CONTROL TO BE PROVIDED THROUGH GRASSY
2.
COORDINATE WITH SPRINGFIELD UTILITY BOARD TO RELOCATE
O
01 �08
PROPOSED PARTITION LINE
3.
SWALE. SIZING PER SIM FORM.
DUE TO HYDROLOGIC GROUP D SOIL, GRASSY SWALE WILL
3.
EXISTING POWER POLE.
LID OF EXISTING UNDERGROUND UTILITY VAULT MUST BE
W _
_ __ ____r_.___
EXISTING
WATER MAIN
F� (.e COPY
m
C
DRAIN AND OVERFLOW TO TIE INTO EXISTING CATCH BASIN
ADJUSTED TO MATCH PROPOSED SIDEWALK.
-- W -_-
- ---------[D
EXISTING
WATER METER
00Z
(CB#42646).
4.
LID OF EXISTING UNDERGROUND TELEPHONE VAULT MUST BE
WW_
EXISTING
WASTEWATER SYSTEM%
7- �0� 11
4.
DRIVEWAYS AND HARD SURFACES SHALL BE CONSTRUCTED TO
ROUTE STORMWATER RUNOFF TO GRASSY SWALE.
5.
ADJUSTED TO MATCH PROPOSED SIDEWALK.
AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR
EXISTING
CATCH BASIN
�^ �vt
ST --
- --- —
EXISTING
STORM DRAINAGE SYSTEM
Q)
5.
THE TOTAL IMPERVIOUS AREA PERMITTED TO BE TREATED BY
GRASSY SWALE IS 13,000 SQUARE FEET
CONNECTION TO PUBLIC WASTEWATER SYSTEM.
- ---
--OHE--- --
EXISTING
OVERHEAD ELECTRICjay�,e,I(a-
<
PROPOSED FLOW DIRECTION
`1
Digitally signed by Scott Morris
Date: 2017.03.30 14:32:22 -07'00'
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