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NOTES:
1. BASE DRAWING AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND ASSOCIATES.
2. THERE ARE NO WATERCOURSES OR REQUIRED RIPARIAN SETBACKS ON THIS PROPERTY.
THERE ARE NO KNOWN WETlANDS ON THIS PROPERlY.
3. THE SUBJECT PROPl:.K 1'( IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN PER FEMA MAPS.
4. SEE GRADING AND PAVING PlAN FOR AMOUNT AND LOCATION OF PROPOSED EXCAVATION AND ALL
5. THE TIME OF TRAVEL FOR THIS PROPt.t< 1'( IS 2-5 YEARS.
6. THE SOIL TYPE AT THIS SITE PER THE SOIL SURVEY OF LANE COUNTY IS CHAPMAN 25 WITH
A HIGH WATER TABLE DEEPER THAN 6'. FOR MORE INFORMAnON ON THE SOIL lYPE AND WATER
TABLE CONSULT THE STORMW,\TER MANAGEMENT STUDY.
7. LAUREL AVE IS PAVED BUT HAS NO CURB AND GUlTER AT THIS LOCATION.
8. THE EXISTING SHEDS HAVE NO Gu II t.KS. EXISTING DRAINAGE IS TO THE LAWN.
9. ALL TREES SHOWN WILL REMAIN At 1tJ( PAKIIIION. EXISTING SHEDS, BLOCKS, AND IRRIGATION UNES
TO BE REMOVED PRIOR TO ANAL PLAT.
10. CURRENTLY THERE ARE NO EXISllNG EASEMENTS FOR THE SUBJECT PROPERlY. NEW fASEMENTS ARE PROPOSED FOR
THE EXISTING UUunES AND THE EXISllNG DRIVEWAY. SEE TENTATIVE LAND DMSION PLAN FOR DETAILS.
FIRE
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OHP = OVERHEAD PO~ER
TBR = TO BE REMOVED
PRIOR TO FINAL PLAT
JOB LOCATION:
18-02-06~42 #2600
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Expires: 12-31-06
REVISIONS:
5/22/2006
MORTIER ENGINEERING P.C.
1.245 PEARL STREET
EUGENE, OREGON 97401
PHONEl (541) 484-9080
FAXl (541) 484-6859
THESE. DRAWINGS ARE THE
PROPERTY OF MORTIER
ENGINEERING P.C. AND ARE
NOT TO BE USED OR
REPRODUCED IN ANY MANNER
EXCEPT WITH THE PROPER
WRITTEN PERMISSION OF
MORTIER ENGINEERING P .C.
DATE: : 10/21/2005
FILE NAME; 17188S1 Kniqhts
DRAWN BY; TJM
CHK'D BY:.
WORK ORDER NO.
17188
S&-tEET
S1
f~1ei ",eLL
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SUB:tOOa,-oOOa.3 OS-;{5 -~ooro
t>tuU1.~ ~t~~ ft. ---.. .
t.evrta:; V€' p"r, I 0l'L-
-~\TATV~ _A\J DVSQ\J :JLA\
NOTESl
@ VI ASTE\.J A TER FOR ALL PARCELS \.JILL DRAIN TO
SEPTIC SYSTEMS.
2. STORMVI A TER FOR ALL PARCELS \JILL DRAIN TO
DRYW'ELLS.
3. NO NE'vI BUILDING SITES ARE PROPOSED AT THIS
TIME.
4. THERE ARE NO EXISTING STREET TREES ADJACENT
j TO THE PROPERTY. PROPOSED STREET TREES ARE
'. SHO'w'N ALONG LAUREL A \/ENUE. THE SIZE AND SPECIES
OF THE TREES \.JILL BE PER CITY STANDARDS.
6. THERE ARE NO EXISTING SIDE\! ALKS ADJACENT TO
SITE AND NONE ARE PROPOSED.
7. NATURAL GAS IS NOT AVAILABLE FOR THE PROPERTY.
8. THERE ARE NO PUBLIC STORM\.JATER DR \JASTE\.JATER
AVAILABLE TO SERVE THE PROPERTY.
9. THERE ARE NO EXISTING STREET LIGHTS ADJACENT
TO THE PROPERTY AND NONE ARE PROPOSED.
10. ALL NE\.J UTILITIES \JILL BE LOCATED U~IDERGRDUND.
@ VIE ARE NOT PROPOSING TO DEDICATE RIGHT-OF-\/AY
ALONG THE SOUTHERLY PORTION OF THE PROPERTY
FOR THE FUTURE EXTENSION OF GARDEN AVENUE.
GARDEN AVENUE \.J AS ORIGINALLY DEDIC A TED ALONG
THE SOUTHERLY BOUNDARY OF THIS PROPERTY PER
THE PLAT OF DOUGLAS GARDENS. GARDEN AVENUE \.J AS
LATER V ACA TED ON APRIL 7) 1960.
12. THE PROPERTY IS LOCATED \.JITHIN THE UF -10
URBANIZABLE FRINGE OVERLAY DISTRICT. THE
PROPOSED PARTITION IS PERMITTED PER SDC
29.050(6).
13. THE PROPOSED JOINT-USE ACCESS EASEHENT \alILL
BE USED BY PARCELS 2 AND 3 ALONG 'WITH TAX LOT
#500 AND TAX LOT #501. THE DRIVE\J A Y \^/ILL BE
CONSTRUCTED OF AN ALL-~EATHER SURFACE THAT
IS CAPABLE OF SUPPORTING AN 8~000 LBS LOAD.
14. THERE ARE NO EXISTING EASEMENTS ON THE
PROPERTY.
15t PROPOSED UTILITY LOCATIONS) AS SHO'WN ON THIS
MAP ARE PRELIMINARY AND ARE SUBJECT CHANGE.
FINAL UTILITY LOCA TrONS \.JiLL BE DETERt-1INED BY
THE PROPERTY O\JNER AND THE UTILITY CDMPANYS.
UTILITIES \JILL BE LOCATED 'WITHIN EASEtvlENTS
IF REQUIRED.
16, THE TOTAL AREA OF THE SITE IS 1.30 ACRES.
17. THE PROPOSED BUILDING SITE LOCATIONS ARE
SUBJECT TO CHANGE. THE EXACT BUILDING SITES
\.JILL BE DETERMINED DURING BUILDING PERMIT
PROCESS.
TENTATIVE PARTITION
APPLICANT I
DUANE KNIGHTS
2258 N. 33RD STREET
SPRINGFIELDJ DR 97477
KRUSH AND ASSOCIATES
54 CENTENNIAL LOOP
EUGENE, OR 97401
(541) 686-9211
LDR/UF 10
18-02-06-42 #2600
OHP = OVERHEAD PO\.JER
PH = PROPOSED UNDERGROUND PHONE
~ = PROPOSED UNDERGROUND VATER
ELEC = PROPOSED UNDERGROUND ELECTRIC
() = PROPOSED STREET TREE
J.U.T. = JOINT UTILITY TRENCH
LEGENDl
'.
SURVEYORI
ZONINGI
LDCA TIONI
UTILITIES'
PO~ER = S.U,B.
'WATER = S,UlB.
SEVIER = SEPTIC
PHONE == Q'WEST
GAS = N\J NATURAL
MA Y 4J2006
DATEI
JOINT UllLlTY TRENCH
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ACCESS EASEMENT J> ~_ OQ/V A'P:8.N'~ --- I
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21,619 SQ.FT.
PARC~L 2
15,800SQ.FT.
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PROPOSED EMERGENCY
VEHICLE TURN-AROUND
.. SD C. s
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~C~S
REGISTERED
PROFESSIONAL
LANQ SURVEYOR( i
(}/fl ~ Ar )~[
· 'OREGON .
1 JULY 14, 1978
l' MARVIN S. KRUSH
" 1 643 /
EXP, JUNE 3D, 2007
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S -fA JOW -:J -A-
TENT A TIVE PARTITION
APPLICANT;
DUANE KNIGHTS
2258 N.33RD ~EET
SPRINGFIELD) 97477
KRUSH AND ASSnCIATES
54 CENTENNIAL LOOP
EUGENE) DR 97401
(541) 686-9211
LDR
SURVEYOR;
NOTES:
1. THE PURPOSE OF THIS MAP IS TO SHOW HOW THE
PROPERTY COULD BE DIVIDED IN THE FUTURE. THE
PROPERTY OWNER IS NOT PROPOSING TO RE-DIVlDE
THE PROPERTY AT ANY TIME. tHE OWNER IS NOT
PROPOSING TO DEDICATE RIGHT-OF-WAY ALONG THE
SOUTHERLY BOUNDARY.
2. BUILDING SETBACKS ON PARCELS 1, 2, AND 3 WILL
BE FROM THE FUTURE EXTENSION OF GARDEN AVENUE
. AS IT APPEARS ON THIS MAP.
ZONING:
LOCA TION:
UTILITIESI
18-02-06-42 #2600
PD'v/ER = S.U.B,
'viA TER = S,U,B.
SE'v/ER = SEPTIC
PHONE = Q'w'EST
GAS = NW NATURAL
DATE.
MA Y 4) 2006
THIR.D A.D.DIT I
JON] TO J/EA.D
fJ' I 0 TY C REE# pi
\QI I .c,'$TATl!:S
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2
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FUTURE
LOT 3
10.17
PROPOSED 10'
RIGHT-OF-WAY
FUTURE DEDrCATION ..... .....
LOT 5
FUTURE L()
"'! 0
LOT 6 N ...-
...- C'i
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FUTURE
LOT 4
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POSSIBLE FUTUR . . . . . . . . . . . · : . .
E EXTENSION
OF GARDEN
AVENUE
.. . .. . ..
<It . . .. .
.
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. . . .
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N 80' 24' 00.
W 279.53
____. GAR/)EN
.. 3i - ____ A VENUE
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--
--
----
(' REGISTERED
l' ..'.., PROFESSIONAL
LAN.o SURVEYOR/ '
r.'/1/;t{,~. //j ,,)VL
OREGON....
JULY 14. 1978
MARVIN S. KRUSH
1643
EXP. JUNE 30, 2007
,
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NOTES:
1. BASE DRAWING AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND ASSOCIATES.
2. A PROPOSED CUT AND FILL IS TO OCCUR AT THE RISE BETWEEN PARCELS 2 AND 3. SOIL IS TO BE MOVED
AS NOTED TO PREVENT WATER FROM MIGRATING ACROSS PROPERTY LINES. APPROXIMATE DEPTH OF SOIL TO BE
MOVED 1'. TOTAL VOLUME OF SOIL TO BE MOVED APPROXIMATELY 2 1/4 CY. ALTERNATIVELY. THE COUNTOUR
ENCOMPASSING THE 478. ElEVATION MAY BE REMOVED ENTIRELY FROM THE SITE WHICH RESULTS IN A CUT OF
APPROXIMATELY 30 CY. CUT AND FILL FOR FUTURE RESIDENCES IS NOT KNOWN AT THIS TIME AND IS NOT
SHOWN.
3. THE EXISTING STORM WATER FROM THE SHEDS AND CONCRETE BLOCKS CURRENTLY SHEET DRAINS TO THE
LAWN AND SUBSEQUENTLY PERCOLATES INTO THE SOIL. NEITHER IS SHOWN HERE SINCE THEY ARE SCHEDULED
FOR REMOVAL PRIOR TO FINAL PLAT. NO OTHER IMPERVIOUS SURFACES CURRENTLY ARE LOCATED ON THE
PROPERTY BESIDES THE PAVED DRIVEWAY. PERVIOUS SURFACES PERCOLATE INTO THE SOIL AS THE VEGETATION
AND RELATIVELY FLAT SLOPE PREVENT MUCH FLOW ACROSS THE SURFACE.
4. IT IS CURRENTLY PROPOSED THAT A SINGLE FAMILY DWELLING WilL BE BUilT ON PARCEL 1 WITHIN A YEAR.
CONSTRUCTION ON PARCELS 2 AND .3 IS NOT SCHEDULED FOR 2 OR 3 YEARS AFfER COMPLETION OF
CONSTRUCTION ON PARCEL 1. IT IS PROPOSED TO PLACE DRYWELLS ON EACH PARCEL TO SERVE THAT PARCEL
EXCLUSIVELY. DRYWELLS SHOWN ARE 7'X17'X4' DEEP AND WERE SIZED FOR THE LARGEST ROOF AREA ON
PARCEL 1. DRYWELLS MAY BE RESIZED BEFORE INSTALLlON WHICH MUST OCCUR DURING THE SFD
CONSTRUCTION PROCESS. DRYWElL DESIGN PER CITY OF SPRINGFIELD DETAIL nlNDIVIDUAL LOT/ROOF DRAIN
DRYWELL SCHEMATIC". STORM PIPES SHOWN ARE ALL FUTURE AND ARE TO BE RESIZED AT THE TIME OF
ACTUAL BUILDING CONSTRUCTION. SEE THE ATTACHED STORMWATER MANAGEMENT SYSTEM STUDY FOR ADDITIONAL
INFORMATION.
JOINT UTIUlY TRENCH!VEGETATNE FILTER STRIP
OMIT V.F.S. PORTION AT FUTURE DRIVEWAYS
NOT TO SCALE
/ DRIVEWAY
~~~E2X CROSS. j.. :;EG::~IX TYP.
~. MIN ~ V v l!..~
,'-2' MIN-:' -" ---- ---
r- -~
PERMEABLE FILTER FABRIC Phone ,
;P/
5. THE EXISTING DRIVEWAY WHICH CROSSES THE PROPERTY LINE AND CURRENTLY SERVES THE RESIDENCES TO
THE SOUTH WILL ALSO SERVE PARCELS 2 AN(f' 3. A VEGETATIVE FILTER ~ltdP IS TO BE INSTALLED ON THE
NORTH SIDE OF THE DRIVEWAY WITHIN THE PROPOSED ACCESS EASEMENT. THE FILTER STRIP WAS SIZED TO
RETAIN THE STORMWATER FROM THE DRIVEWAY UNTIL IT CAN PERCOLATE INTO THE SOIL. THE DRIVEWAYS TO
EACH RESIDENCE ARE ALSO TO DRAIN TO THIS FILTER STRIP OR HAVE ONE OF THEIR OWN ADJACENT TO THE
DRIVEWAY. THE FILTER STRIP IS TO Bf 5 FT WIDE BY 6" DEEP WITH 4/1 SIDE SLOPES. SEE THE ATTACHED
STORMWATER MANAGEMENT SYSTEM STUDY FOR ADDITIONAL INFORMATION.
2- Diameter
Water Unes
6. FOOTINGS FOR ALL FUTURE DEVELOPMENT MUST BE PLACED ON UNDISTURBED SOIL, ENGINEERED FILL, OR
BE SPECIFICALLY ENGINEERED TO BRIDGE THE DISTURBED SOIL. DISTURBED SOIL INCLUDES, BUT IS NOT LIMITED
TO, ANY EXISTING FILL, SEPTIC TEST PITS, EXISTING AND OR REMOVED BURIED UTILITIES, AND FOOTING PADS OF
REMOVED STRUCTURES. I
V'HIR.D
2 : I A..D.DITION
_ : 8 ! " TO AtfA.DoIY CRE
---...1_ : @ : 'eN ESTATES
475.70, I 5 I
I ,
I I
I 475.70 I 6
I
I
,
475.87
o 4~ 5.70 24'
TO fi'Olln1lR
ArEA..DOW r;., !-JJJJll'.lON
Ivd.E'EN & .
@: ~7'A.l'E8
I B
I
I
1"---
___a
10
44'
- --
FUT JRE
SH)P
3- 1/8D PER fT
~ FUTURE TANK
AND BACKUP
18' 476.20
A/C I
I I
40' I
RE.. - I
~)' )to.W. I
. .. PRo ;)()SED ~O'
-- , Rim T -OF-*Y
'" DEI>CONj J
~ ;e. I
~J . .) ":,).87 I .. I
~RE ~~\ i(y ~
'1mf ~~ \ ~
~I
~(
~
:s '.
10'
--
in
oi
""'0
C\I::J .
xm!Z
:::::)lLJ
i.oQ..;:t
_lLJlLJ
S~~
U)OU)
~~~
00:::0
0::0:::0
0.-<
-
---
'"I
I
I
I
I
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......----.......---.1
EXI5nNG
10' CONCRETE
DRIVEWAY
PROPOSED EMERGENCY
VEHICLE TURN-AROUND
SITE DRAINAGE (USING RATIONAL METHOD)
SMALL LEVEL SITE STUDY
STORMWATER STAYS ON SITE
2 YR STORM, 10 MIN DURATION
ASSUMES INSTANTANEOUS TIME OF CONCENTRATION
)
Q=CIA
C = 0.95
I = 1.4 IN/HR
PARCEL 1:
A = 8722 SF PROPOSED
A = 510 SF EXISTING
Q = 0.27 CFS
Q = 0.02 CFS
PARCEL 2
A = 6271 SF PROPOSED
Q = O. 19 CFS
A == 1189 SF EXISTING
Q = 0.04 CFS
PARCEL 3
A = 7631 SF PROPOSED
Q = 0.23 CFS
A = 2050 SF EXISTING
Q = 0.06 CFS
12" MIN DEPTH
GROWING MEDIUM
l' MIN FlAT
BOTTOM
LEGEND:
~: ::. = EXISTING FENCE
OHP = OVERHEAD POWER
.... =DIRECTION OF DRAINAGE
o =SPOT ELEVATIONS
475.95
4-
STU = FUTURE STORM PIPE 'vi / SLOPE
~ /S8 PER fT
J.U.T. = JOINT UTILITY TRENCH + S'vJ ALE
V.F.S. = V.F.S ONLY - NO J.U.T.
THE FOLLOWING ITEMS ARE NOT SHOWN ON THIS PU\N FOR ClARITY.
SEE TENTATIVE lAND DMSION AND SITE ASSESSMENT FOR THEIR lOCATIONS.
FENCES
IKt:J:..:)
ununES (OTHER THAN SEPTIC AND STORM)
FUTURE GARDEN WAY EXTENSION (HOUSE LOCATIONS SHOWN 1 O' FROM EXTEN5nON
AND lS' FOR GARAGES.)
JOB LOCATION:
18-02-06-42 #2600
.
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~ f'I)
~ .... N
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-z -.J
<C w ~
r <X) LL ~
::) L{) ~
<x: 0 N G I.()
l- N Z ............"
~
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W (/)
I-
REVISIONS:
5/22/2006
MORTIER ENGINEERING P.C.
1245 PEARL. STREET
EUGENE~ OREGON 97401
PHONE: (541) 484-9080
FAX: (541) 484-6859
THESE DRAWINGS ARE THE
PROPERTY OF MORTIER
ENGINEERING P.C. AND ARE
NOT TO BE USED OR
REPRODUCED IN ANY MANNER
EXCEPT WITH THE PROPER
WRITTEN PERMISSION OF
MORTIER ENGINEERING P.C.
DATE: 10/31/2005
FilE NAME: 1718853 Kniqhts
DRAWN BY: TJM
CHK'O BY:
WORK ORDER NO.
17188
51-1EET
5'4