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TENTATIVEPAR~ON
FOR
RIVER BEND MANOR
NW 1/4, SEC. 31, T 17. S.., R~ 4 W., W.M.
TAX lOT 1500
SPRINGFIELD, LANE COUNTY, OREGON
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APPLICANT I OWNER
LEON &: EARLENE BERRY
462 SPRINGDALE AVE.
SPRINGFIELD. OR. 97477
PHONE: (541 )968-0317
PROJECT COORDINATOR
OLSON & MORRIS
380 Q SfREET SUITE 200
SPRINGFIELD, OREGON 97471
PHONE: (541 )302-9790
FAX: (541) 485-3253
SHEET INDEX
C1 SITE VICINITY MAP
C2 SITE .ASSESSMENT PlAN
C3 TENTATIVE PARTITION PLAN
C4 SITE DEVELOPMENT PlAN
C5 GRADING / PAVING PlAN
C6 UTIUlY PLAN
C7 STORM MANAGEMENT PlAN
NOTES
1. ARE HYDRANT LOCATIONS ARE PS SHOWN
2. THERE ARE NO lTD FACILmES NEAR THE.
SUBJECT PROPERlY.
3. SUBJECT PROPERlY FALlS WITHIN THE 5
YEAR TIME OF TRAVEL
Date ReceiVt.;h_~.
JAN 2 8 2008
Original Submittal
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LEGAL DESCRIPTION
BEGINNING AT A POINT 251.00 FEET WEST OF THE NORTHEAST CORNER OF THE WfLlIAM M.
STEVENS DONATION LAND ClAIM NO. 46. NOTlACATlON NO. 3224. TOWNSHIP 17 soum, RANGE
3 WEST OF THE WlUAMmE MERIDJAN; THENCE SOUTH f T 39' 35" fAST 183.23 FEET; THENCE
WEST AND PARAllEL TO THE NORTH UNE OF SAID ClAIM 81.50 FEET; THENCE NORTH 2fr 38'
WEST 200 fEET TO THE NORTH UN[ Of SAID DONATION LAND ClAIM; THENCE fAST ALONG THE
NORTH UNE Of SAID DONATION lAND CLAIM. 131.00 FEET TO THE PlACE Of BEGINNING. All IN
lANE COUNTY, OREGON.
NOTES & RESTRICTIONS
1. UNDERGROUND UllLmES SHOWN HEREON ARE. BASED UPON A COMBINATION OF AELO
DATA AND CONSlRUCOON NOTES. WE DO NOT GUARANTEE THIS MAP SHOWS All THE
UNDERGROUND UllUT1ES.
2. lHERE IS .NO CONTIGUOUS LAND IN THE SAME OWNERSHIP.
3. THE PROPERTY IS ZONED MDR. (MEDIUM DENSIlY RESIDENTIAl) AND ALSO UES WITHIN.
THE NOO (NODAl DEVElOPMENT) OVERLAY DISTRICT.
4. THE NORTH SIDE OF THE PROPERlY FRONTS DEADMONDFERRYROAD WHICH is PAVED
WITH CURB. AND GUTIERS AND WITH OFFSET SIDEWALKS.
5. EXISTING CONTOURS ARE AT l' INTERVAlS. VERllCAL DATUM IS TIED TO PREVIOUS
, CONTROL NElWORK FROM THIS COMPANY WHICH IS AN "X.. INSCRIBED ON THE TOP
SOUTH BOLT OF A FIRE HYDRANT AT 3405 BAlDY VIEW. ELEVAOON = 437.20'.
6. SOil TYPE IS COBURG-URBAN LAND COMPLEX AND HIGH WATER IS 1.5' TO 2.5' AS
MAPPED AND SPECIFIED IN THE SOlES SURVEY Of lANE COUNTY.
7. AREA OF TRACT IS 15,190 SF.
8. THE PROPERlY IS lOCATED IN ZONE X5 ON ARM MAP 41039C1134F IN AREAS OF
l00-YrAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
AREAS LESS THAN 1 SQUARE MILE, AND AREAS. PROTECTED BY lEVEES FROM
100- YEAR flOOD.
9. PROPERTY AlSO UES WITHIN METRO flOOD HAZARD AREA 13" IN AREAS BEIWEEN
UMrrs OF THE 100- YEAR AND 500-YEAR flOOD; OR CERTAIN AREAS SUBJECT TO
tOO-YEAR flOODING WITH AVERAGE DEPTHS :> f FOOl OR WHERE THE CONTRJ8Ul1NG
DRAINAGE AREA IS >1 SQUARE MfLE; OR AROO PROTECTED BY lEVEES fROM THE
BASE FLOOD.
IL EXISTING 30.0'-11
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10" Fl IN (E)=418.91
10. Ft OUT (W)=418.81
RIM ElEV.=431.81
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Date Received'
JAM 2 8 2008
Original Submittal
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. 24.00' JOINT ACCESS "
UTIlITY EASEMENT
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PUBLIC DRAINAGE EASEMENT
WIDTH VARIES FROM TOP OF
BANK TO WEST PROPERlY UNE
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EXISTING TOP
OF BANK
SCALE: '.=20'
20'
20'
40'
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-EXISTING 1'1 UNE
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EXISTING WATER METER
EXISllNGPOWER POLE
EXlSTlNG POWER POLE W JUGHT
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NOTES k RESTRICTIONS:
1. ZONING = MDR (11- 20 UNITS/ACRE)
NET DEVELOPMENT AREA = 12,715 SF = 0.29 AC
UNITS PROPOSED = 4
DENSITY = 4/0.29 = 13.8 UNITS/ACRE
2. STREET TREES ARE PROPOSED
3. UNDERGROUND UTIlmES SHOWN HEREON ARE BASED UPON. A
COMBINATION OF AElD DATA ANDCONSTRUCnON NOTES. WE
DO NOT GUARANTEE THIS MAP SHOWS All THE UNDERGROUND
UTILITIES.
4. THERE IS NO CONTIGUOUS LAND IN THE SAME OWNERSHIP.
5. THE PROPERlY IS ZONED MDR (MED1UM DENSITY RESIDENTIAL)
AND AlSO LIES WITHIN THE NDO (NODAL DEVELOPMENT)
OVERLAY DISTRICT.
6. THE NORTH SIDE OF' THE PROPERlY FRONTS OEADMONO FERRY
ROAD WHICH IS PAVED WITH CURB AND GUTTERS AND WITH
OFFSET SIDEWAlKS.
7. EXISTING CONTOURS ARE AT l' INTERVALS. VERTICAL DATUM
IS TIED TO PREVIOUS CONTROL NETWORK mOM THIS COMPANY
WHICH IS AN ")(" INSCRIBED ON THE TOP SOUTH BOLT OF A
FIRE HYDRANT AT 3405 BALDY VIEW. ELEVATION = 437.20'.
8. SOIL lYPE IS COBURG-URBAN lAND COMPLEX AND HIGH
WATER IS 1.5' TO 2.5' AS MAPPED AND SPECIFIED IN THE
SOILS SURVEY OF LANE COUNTY.
9. AREA OF TRACT IS. 15,190 SF:
10. THE PROPERlY IS LOCATED IN ZONE X5 ON ARM MAP
41039C1134F IN AREAS OF 100- YEAR FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY
lEVEES FROM lOO-YEAR FLOOD.
11. PROPERTY ALSO UES WITHIN METRO flOOD HAZARD AREA "B"
IN AREAS BETWEEN UMITS OF THE 100- YEAR AND 500- YEAR.
flOOD; OR CERTAIN AREAS SUBJECT TO 100- YEAR flOODING
WITH AVERAGE DEPTHS > 1 fOOT OR WHERE THE CONTRIBUTING
DRAINAGE AREA IS > 1 SQUARE MILE; OR AREAS PROTECTED BY
LEVEES FROM THE BASE FLOOD.
12. NO ADDlTIONAL, STREET LIGHTS ARE BEING. PROPOSED.
Date Received:
JAN 2 8 2008
r-. ;ginal Submittal
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LEGEND
ELEC -
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%
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1.600
1~
\
PUBUC DRAINAGE EASEMENT \
WIDTH VARIES FROM TOP OF
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N
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- EXISTING ElECTRIC UNE
-EXISTING lV liNE
- EXISTING TELEPHONE UNE
- EXISTING. WATER LINE
- EXISTING WASTEWATER SYSTEM
- EXISTING STORM DRAIN SYSTEM
EXISTING WATER METER
EXISTING POWER POLE
EXISTING POWER POlE W!UGHT
EXISTING CULVERT
EXfS11NG CURB INLET
EXISTING FIRE HYDRANT
EXISTING WATER' VALVE
EXISTING TELEPHONE PEDESTAl
Date Received:
JAN 2 8 2008
submittal
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SITE DATA:'
ZONING = MDR (11-20 UNITS/ACRE)
NET DEVELOPMENT AREA :; 12,715 SF :; 0.29' AC
UNITS PROPOSED = 4
DENSITY = 4/0.29 = 13.8 UNITS! ACRE
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DEADMOND FERRY ROAD
101
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SCAlE. 1-=201
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LEGEND
ELEC -
lV-
TEl-
12"W -,-
&--8"WW -
@--24"SD-
I'M
- EXISTING ElECTRIC UNE
- EXISTING lV'UNE
- EXISTING TELEPHONE UNE
- EXISTING WATER tiNE
-EXISTING WASm'/ATERStSTEM
- EXfSllNG stORM DRAIN SYSTEM
EX1ST1NG WATER METER
EXISllNG POWER POlE
€XlSTlNGPOVlER POu: W!UGHT
EXIS'nNS CULVERT
EXISflNGCURBtNlET
EXfS11NG FIRE HYDRANT
EXiSTING WATER VALVE
EXISTING TELEPHONE PEDESTAl
-If-
~
)-{
!Q1
.
@
lei
C)CONSTRUCTION NOTES
1. CONST EXfRUDEOCURB ASPER DETAIL
3. SAW CUT ALONG GUTTER, REMOVE CURB CUT AND REPLACE
TO MATCH 6" STANDARD CURB AND GUTTER.
15. CONST 3" AC ON .llL 'CRUSHED ROCK.
16. CONST 1(J' '" 1/2. -0. COMPACTED. CRUSHED ROCK ACCESS
PAD OR APPROVED PERVIOUS SURFACE ABLE TO SUPPORT
VEHICLE lOADING FOR OITCH MAINTENANCE.
40. CONST 4" CONCRETE OVER 1" CRUSHED ROCK.
58. CONST DRIVEWAY APPROACH PER CI1'Y OF SPRINGFIELD
STD. OWG 13-9.
TOPSOil MAlERfAL
lANDSCAPE AS PER PlANS
EXTRUDED CONCRETE CURB CLASS 3000- - 1/2tt
CONCRETE. AC 'PAVING SURFACE SHAll BE
ClEAN ANOmEr OF ALL FOREIGNMAlERIAl
BEFORE APPLYING EPOXY.
SURFACE AS PER PlANS
EXTRUDED, CONCRETE CURB DETAIL
N..T s,
n . '" e''''
r"i.;",i..."wi V \oJ.
JAN 2 8 2008 '
Original 8ubmitt~L,,_,?~__~__
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LEGEND
ELEC -
TV-
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12'W -
S--8'WW -
@J----241fSD -
!W
- EXISTING ELECTRIC UNE
- EXISTING TV UNE
- EXISTING TElEPHONE UNE
- EXISTING WATER UNf
- EXISllNG WASTEWATER SYSTEM
- EXISTING STORM DRAIN SYSTEM
EXISTING WATER MmR
EXISTING POWER POLE
EXISTING POWER POLEW/UGHT
EXISTING CULVERT
EXISTING. CURB INlET
EXISTING FIRE HYDRANT
EXISTING WATER VftiVE
EXISTING mEPHONE PEDESTAL
--($>-
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40'
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_ _ EXISTING 5' OFFSET SIDEWAlK _
eel -
EXISTING 36"
CULVERT FL=423.40
1.1\00
tf\.
STAD
8" FL OUT (W)=430.25
RIM ElEV.=430.60
\.600
11>
Fl=430.85
EXISTING TOP
OF BANK
\.'300
1\.
o CONSTRUCTION NOTES
250. CONST STO.CLE'ANOUT.
279. CONST 4" PVC WASTEWATER PIPE, ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
280. CONST' 6" PVCWASTEWATER PIPE. ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
444. CONST SWALE AS PER DETAIL
445. CONST 6" ROUND ROCK OUTFAlL STRUCTURE.
479~ CONST 8" STORM PIPE, ASTM D3034.
490.CONST .8" 9C1ElBOW WITH STAND PIPE AND GRATE.
510. CONST 3-3/4" WATER METERS.
STANDARD STEEl FRAME It COVER
MECHANICAl.. PlUG
"1
NOTE: SECTION TO BE POURED .
SO THAT II MINlMUI.I COVER OF ~
EXISIS ON All SURFACES OF ~ \
4fAIN
PIPE WE AND SIZE
AS PER 'PlANS.
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MECHANCAl PlUG
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Date Received:
JAN 2 8 2008
Original submittal
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@--24"SO-
- EXISTING ElECTRIC UNE
- EXISTING lV UNE
-EXISTING TELEPHONE UNE
- EXISTING WATER UNE
- EXISTING WASTEWATER SYSTEM
- EXISTING STORM DRAIN SYSTEM
EXISTING WATER METER
EXISTING POWER POLE
EXISTING POWER POLE W /UGHT
EXISTING CULVERT
EXISTING CURB INlET
EXISTING FIRE HYDRANT
EXISTING WATER VAlVE
EXISTING TELEPHONE PEDESTAL
l2"W
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-------.----
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--------
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36"S{)
DEMJllOND FERRY ROAD
MAINTENANCE
ACCESS
101
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ROOF AREAS ARE TO DRAIN DIRECTLY TO THE SWALEON THE WEST SIDE OF THE
PROPERTY.
IMPERVIOUS SURFACE:
'FLOW AREA = 4,725 SF OR 0.1085 AC
WQ FLOW =
Q=CIA
C =0.90
I ~ 0.25%
A = 0.1085 AC
Qwq = 0.90(0.25)0.1085 = 0.02 CFS
- - - - - - - -"".- - - --
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LB
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CULVERT Fl=423.40
3' BREAK IN CURB
FORORAINAGE
431.65
FL
431.39
FL
5=1.00%
\400
11"
430.99
FL
51 AD
a" FL OUT (W)=430.25
RIM ELEV.=430.60
\600
1\J
430.85
FL
\
ST CO
8" FL OUT (W)=428.62
RIM ElEV.=432.5:1:
EXISTING TOP
OF BANK
"
DETENTION POND SEEDING TABLE
PRO-TIME 835 BIO-FILTER SUMMER GREEN VEGETATIVE: COVER
APPUCAllON RATE: 2 lBS/ 1000 SF
BOTANiCAl NAME COMMON NAME
Lolium perenno wElko"
FestucQ ovino. duiusculo "Eureka"
Yarrow millefolium
Alyssum maritimum
Trifolium dubium
Trifolium repens
Trifolium frogiferum "Sotino"
Elka Perennial Ryegrass
Eureka Hard Fescue
Yarrow millefolium
Sweet Alyssum
Shamrock
Dutch White Clover
Salinas Strawberry Clover
PEAK FLOW =
C = 0.90
I = 2.10 CFS
A = 0.1085'
Qp = 0.90(2.1 0)0.1 085 = 0.21 CFS
SWALE SUMMARY
WQ FLOW DEPTH == 0.08 FT
FLOW VELOCllY = 0.11 FPS
SWALE LENGTH = 100 LF
SLOPE = 1.00%
CONTACT TIME = 15.2 MINUTES
Date Received:
JAN28
ittaL
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SWALE CROSS SECTION
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