HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/6/2006
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VICI!Vll'J.' MAP
NTS
LEGAL DESCRIPTION
BEGINNING AT A POINT THAT IS THE NORTHE'IoltxLY CORNER OF
LOT 8, KNIGHTS PARK, AS PLAIItJ) AND RECORDED IN FlLE 73,
SUDE 12, lANE COUNTY OREGON PLAT RECORDS, IN lANE COUNTY,
OREGON. SAID POINT BEING THE INfllAL POINT AND THE TRUE
POINT OF BEGINNING; THENCE SOUTH 1(117'20" WEST 101.63 tttl;
THENCE WEST 199.35 1-1:.1:.1; THENCE NORTH 0(106'30" EAST 100.00
,.t.t.I; THENCE EAST 180.91 tt.t.l TO THE TRUE POINT OF
BEGINNING. AU BEING IN SPRINGRELD, lANE COUNTY, OREGON.
N011JS 1& REStRICTIONS
,. UTlUTlES ARE EXISONG AND PROVIDED BY SPRINGRELD UTIlITY
BOARD (SUB).
2. NO STRttl UGHTS PROPOSED.
3. RRE HYDRANT IS LOCAIt./J APPROXIMATELY 74' SOUTH OF PROP/:.f(If.
4. UNDERGROUND UTILff1ES SHOWN, HEREON ARE BASED UPON
CONSTRUCTION AND AS-BUILT DRAWINGS AND HAVE NOT,BEEN RELD
VERIRED. WE DO NOT GUARANltt THIS MAP SHOWS ALL THE
UNDERGROUND UTlUTlES.
5. THERE ARE 4 TREES WITH DIAMt.ltJCS GREATER THAN 5~ 2 ARE
CONltt.JtOUS AND 2 ARE ARE DECIDUOUS.
6. THE PROPERTY IS ZONED LOR (LOW DENSITY RESIDENTIAL). PlAN
DESIGNATION LOW DENSITY RESIDENTIAL
7. THE NEAREST LTD /S LOCAlw APPROXIMATELY 417' WEST OF THE
INII:J(SECTON OF 54TH ~/f(tt.I' AND MAIN.
8. THE EAST SIDE OF THE PROPt.J(I( ABUTS 54TH :>INttl WHICH IS
ClASSlRED AS A LOCAL ::'/Httl WITHOUT CURB, GUIItJ( OR SIDEWALK.
9. AREA OF DEVELOPMENT IS APPROXIMATELY 19,037 SF, MORE OR LESS.
10. THERE ARE NO SUBDMSIONS OR LAND PARTITIONS CONTIGUOUS TO
THIS PROPERTY, EXCEPT AS SHOWN.
11. EXISTING CONTOURS ARE AT l' INIt.JtVAL5. 'I/:.f(IJCAL DATUM BASED ON
CITY OF SPRINGRELD W,4.)/ttVAIl:.K MANHOLE 1003. EJ.E.l/ATlON =
501.99.
12. SOIL TYPE IS 132 COBURG-URBAN lAND COMPLEX AND HIGH WATER
IS 1.5-2.5: AS MAPPED AND SPECIRED IN THE SOILS SURVEY OF
LANE COUNTY.
13. THE PROPtfClY IS LOCAltlJ IN ZONE X ON RRM MAPS 41039C1166 F
AND 'IS IN AN AREA DtltHMINED TO BE OUTSIDE THE 5OD-YEAR
FLOODPLAIN.
14. WAIt)( IJUIiLJTY FEATURES ARE BY VEGEIAIt./J RLIt}( STRIP.
15. EX/SONG SHED TO BE REMOVED. AU OTHER :>/ffUCTURES TO REMAIN.
16. EX/SONG WAS1EWAltff UNE IS PUBUC AND WIll HAVE NEW
CONECTlONS FOR PARCELS 1 It 3.
17. NO PUBUC STORM DRAINAGE EX/;}J~ OTHER THAN N EX/STING
ROADSIDE,DffCH. PARCELS 2 It 3 Will HAVE ROOF DRAIN UNES
CONNECTING TO DffCH. PRNATE DRIVE Will HAVE A VEGETAItJ) RLIt./(
::'/ffIP AND TRENCH DRAIN S't~/tM AND PARCEL 1 Will HAVE A
PRNATEDRYWELL FOR ROOF DRAINAGE ONLY.
18. NO ~/f(ttl TRt.t.:i PlANNED.
19. THERE IS NO CONTIGUOUS LAND IN THE SAME OWNERSH/P.
20. UB8Y PARK ABUTS PROPERTY, ON THE SOUTH AND KNIGHTS PARK
ABUTS PROPt./(/ r ON THE EAST.
21. ENTIRE PROPtfC/'I LOCATED WITHIN THE ZONE OF CONCENTRATION
(99- YEAR TIME OF TRAVEL).
22. PROPtfCl ( /S SUBJECT TO A BlANKEI EASEMENT, FOR A LAltIfAL
WAltK DffCH ACROSS THE EAST END OF THE PROPt/(/~ PER
DOCUMENT RECORDED MARCH 8, 1946, VOLUME 313, PAGE 166, LANE
COUNTY OREGON RECORDS.
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ASSESSOR'S MAP 17-02-33 JI, TAX LOT 300
SITE ASSESSJ.JfENT
FOR
DA VID .8' & LAURIE' S DUKES
SW 1/4, SEC. 33, T.17S., R.2T., ToM.
SPRINGFIELD, LANE COUNTY, OREGON
SUR~.I!;YED: AUGUSYT 9, 2005
EX IN MH loa~
FL OUT (S)=493.69
RIM=502.18
EL=502.51
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. !:S CARPORT !:S........ '. ... .h.;?: :r --- "'l1
:~ TO BE RfMOVED ~~~..~...~..f:-..".~<..;.. ;;:1':~.~~~.~.;~.:::.~...:~~:~.~:.~\.:~:~..~.~.:.~:;>~;;~.:.'~'Y TOP OF B4NK' ~ ~: _',
J8': 2'/)4' ::.:,..~:.;i.~:::~.:..~:.~.~.~:.:~.:<..,:..:.:;:~::~':.:::::~>.~.>.~~..:::::.:':..::':,} 12" PINE " r-;("
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~; SI=~:foar ~~ ~\~S:;~){:;~;~::;~,.' ~ >-- co
: 7.0' IffJUSE ~: \:;'/\.>: 18" PINE 502
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LEGEND
t BOUNDARY UNE
ADJACENT LOT UNE
CEhItJ(UNE
- .. - .. - . . - .. - EX/SONG TOP OF B4NK
. ....................... . EX/STING BUILOING
EX/SONG 6' WOOD FENCE
~ EX/STING l' CONTOUR UNE
-'" EX/STING CONTOUR INDEX
~ EXISTING WASTEWAIf:./( LA/~ UNE &- MANHOLE
EX/STING WATER Mtltf( & 6- UNE
EX/STING ELECTRIC Mt.ltH &- UNDERGROUND
ELECTRIC UNE
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EX/STING DECIDUOUS TREE
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EX/STING GRAVEL
UNE NOT TO SCAIlE
EX/STING TELEPHONE BOX d: UNDERGROUND UNE
EXISTING G4S UNE
EXISTING WAIf:./( J'iOW DIRECTION d: CUL'ItHI
EXISTING UNDERGROUND CABLE TV CONNECTION
EXISTING MAIL BOX
w( LOT
RIGHT-OF-WAY
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EXISTING CONlttJ(OUS TREE
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SCALE: 1 "=20'
SHEET INDEX
1. ::,ut ASSESSMENT
2. TENTATIVE PAtcIJIION
3. STORMWAIt./( MANAGEMENT PLAN
OWNER
DAVID E d: LAURIE 5 DUKES
2955 YOLANDA
SPRINGRELD, OREGON 97477
(541) 747-3130
SlJ~ ADDRESS
350 54TH ST
SPRINGRELD, OREGON 97478
DEVELOPER/CLIENT
DUKES & DUKES CONSTRUCTION
PO BOX 71095
EUGENE, OREGON 97401-0182
(541) 747-3130
SunJlli'iOR
OLSON d: MORRIS
380 Q STRttl, SUITE 200
SPR/NGREL/J, OREGON 97477
(541) 302-9790
WW MH 1003
FL OUT (5)=492.17
FL IN (N)=492.24
FL IN (W)=492.28
RIM=501.99
,.
REGISTERED
PROFESSIONAL
~ND SURVI~
o EGON
~ULY 10, 1964
LAWRENCE 8. OLSON
, 655 /
RENEWAL DATE: 12-31-2006
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RIS 380
prE -svl3rt1.irrAt-
YIf~ITIDN TENrkTlvE
OLSON & MO
PJ2E~OOb. 0003~
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VILllVllY MAP
NTS
LEGAL DESCRIPTION
BEGINNING AT A POINT THAT IS THE NORTHfA:Jlt.f(LY CORNER OF
LOT 8, KNIGHTS PARK, AS PLAlltJJ AND RECORDED IN RLE 73,
SUDE 12, lANE COUNTY OREGON PLAT RECORDS, IN lANE COUNTY,
OREGON. SAID POINT BBNG THE INfllAL POINT AND THE TRUE
POINT OF BEGINNING; THENCE SOUTH 1(117'20" WEST 101.63 J-ttl;
THENCE WEST 199.35 fttl; THENCE NORTH 00.06'30" EAST 100.00
tttl; THENCE EAST 180.91 tl:t./ TO THE TRUE POINT OF
BEGINNING. AU BEING IN SPRINGRELD, lANE COUNTY, OREGON.
N01~S 1& RESTRICTIONS
1. UTlUTlES ARE EXISTING AND PROVIDED BY SPRINGRELD UTIlITY
BOARD (SUB).
2. NO ~/f(t.tl UGHTS PROPOSED.
3. RRE HYDRANT IS LOCAItJ) APPROXIMATELY 74' SOUTH OF PROPERTY.
4. UNDERGROUND UTIUT1ES SHOWN HEREON ARE BASED UPON
CONSTRUCTION AND AS-BUILT DRAWINGS AND HAVE NOT BEEN RELD
VERIRED. WE DO NOT GUARANItJ:. THIS MAP SHOWS AU THE
UNDERGROUND UTlUTlE5.
5. THERE ARE 4 TREES WITH DIAMt.ltfCS GREAItJ( THAN 5~ 2 ARE
CONlttf(OUS AND 2 ARE ARE DECIDUOUS.
6. THE PROPERTY IS ZONED LDR (LOW DENSITY RESIDENTIAL). PLAN
DESIGNATION LOW DENSITY RESIDENTIAL
7. THE NEAREST LID IS LOCATED APPROXIMATELY 417' WEST OF THE
INIt./(SECTON OF 54TH ::'/f(tJ:./ AND MAIN.
8. THE EAST SIDE OF THE PROPt.HI ( ABUTS 54TH :>/fft.tl WHICH IS
ClASSlRED AS A LOCAL STRttl WITHOUT CURB, GUilt/( OR SIDEWALK.
9. AREA OF DEVELOPMENT IS APPROXIMATELY 19,037 SF, MORE OR LEss.
10. THERE ARE NO SUBDMSIONS OR LAND PAffIIlIONS CONTIGUOUS TO
THIS PROPt.K1 (, EXCtJ'1 AS SHOWN.
11. EXISONG CONTOURS ARE AT I' IlvltKVAL5. fltJCllCAL DATUM BASED ON
CITY OF SPRINGRELD WASlEWAItJ( MANHOLE /003. EJ.E.l/ATlON =
501.99.
12. SOIL TYPE IS 132 COBURG-URBAN lAND COMPLEX AND HIGH WAIt/(
IS 1.5-2.5: AS MAPPED AND SPEC/RED IN THE SOILS SURVEY OF
lANE COUNTY.
13. THE PROPERTY IS LOCATED IN ZONE X ON fiRM MAPS 41039C1166 F
AND IS IN AN AREA D1:.ltffMINED TO BE OUTSIDE THE 500-YEAR
FLOODPlAIN.
14. WAIt./( QUAUTY FEATURES ARE BY VEGEIATED RLIt./( STRIP.
15. EXISTING SHED TO BE REMOVED. AU OTHER :>IJ-(UCTURES TO REMAIN.
16. EXISTING WAS7fWAltJ( UNE IS PUBUC AND. Will HAVE NEW
CONECTlONS FOR PARCELS 1 tt J.
17. NO PUBUC STORM DRAINAGE EXI:;,I:>' OTHER THAN N EXISONG
ROADSIDE DffCH. PARCB.S 2 tt 3 Will HAVE ROOF DRAIN UNES
CONNECTING TO DffCH. PRNATE DRIVE Will HAVE A VEGETAltlJ RLTER
SI/tIP AND /f(t:.NCH DRAIN 5't:JltM AND PARCEL 1 Will HAVE A
PRNATE DRYWELL FOR ROOF DRAINAGE ONLY.
18. NO :>/fC't.tl' TREES PlANNED.
19. THERE IS NO CONTIGUOUS LAND IN THE SAME OWNERSHIP.
20. UBBY PARK ABUTS PROPt./(/ r ON THE SOUTH AND KNIGHTS PARK
ABUTS PROPERTY ON THE EAST.
21. ENTIRE PROPERTY LOCATED WITHIN THE ZONE OF CONCENTRATION
(99- YEAR TIME OF TRAVEL).
22. PROPERTY IS SUBJECT TO A BlANKEI EASEMENT, FOR A LAltIfAL
WATER DffCH ACROSS THE EAST END OF THE PROPERTY, PER
DOCUMENT RECORDED MARCH 8, 1946, VOLUME 313, PAGE 166, lANE
COUNTY OREGON RECORDS.
,::!: =~:O:~:'~: 7:: mR SERWCE
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TENTATI7E PAR'TITION
FOR
DA VID E & LAURre' S DUKeS
SW 1/4, SEC. 33, T.17S., R.2Jr., Jr.M.
SPRINGFIELD, LANE COUNTY, OREGON
SUR7Efp;D: AUGUST 9, 2005
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EX ww MH /Oaf\
R. OlR (5)=493.69
RIM=502.18
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PROPOSED -
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29.4' C\.a - ~, ""'. . .' :-. ," ..'.. " . ........,.. .,.-. '. ~
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.d CARPORT d .5ttAST"1tJ.:"f,7t:..- - .,.:::..:','~':"~::'> :.:.~.::.~.,....:.~ ~ '::';,.' '.1
:~ TO BE REMOVED ~ ::..~~..,... ....,.~. ,...;...~:.::...../.;:.;'.'- .:'..:...~:..?..~:':::..~~.>:;.::.'~/. TOP OF BANK ~. ""'
J8': 29. 4' ::..'...: <'<;:.<~. <:.,:~<:. .' .'. '~:,~~,,":~'~'>':~":;:::':-:'\7 12- PINE ---..J /-;t"
· 0- .. .. .. . .... ~ ... .,. ..... =. . 1... .~:~~: ~ ~~: ~t.:::: ,~.>"'~.>~:.~:'~<.~:'.~'~": PARCEL 3 :\ I g I: !(~
. 43.5'~ : '(-., .'::>:':'\::<:~':'"'~::i''' 5068 SF ~ ~~ g I' J
~~ EXISONG" __ ~ '\ ~/~,,~:~~?;"':'~':;:~:':,~'.' '- ~
~ . '- SINGLE-:'JuRY 111). . ~:" :..:. '::.' :.:;......: .,:. ,.. I
~ : 7.0' HOUSE ~: \:../~.<.:~~:,:-~:.~ 18" PINE .
:t--.......,5.7'---i ~~ TO REMAIN ~ "~::~~'::':'~::~~:"\':'\ \\\. I r//- ~ . '" ~
1;;::/:0) : '" ~:....:.:....,<.. ~~~f#9 :t I~
5. ~:ca 36.5' :. . ....,~..:-::~: '>:.~ ~s ~ (X)
7613 SF CI) . ~ ,: .. .. .. .. ". .. .. ~ .. .. ~ ~ p - '19.1(:\}:}:~!:;~~ ~.~ ~ ........ --;) I ~\ : -,60.Dtt RJL!c:::J _
(5037 SF) ~ . PARCEL 2 I ~ ~'<>;::'< . p. I
~ 6356 SF ~ '~.::~~:'.:(~~~.:;'~~;:~'" '.>~~ '1\ "j,9.54' PAvE ~
t'\f 4650 SF: "" "' . . ',<:.~: ~ I , ~
::
fSS AND UTIlITY EASEMENT l' ~j. FAST ;':'~';~::~6Z:(JJ;:'>" . \J I I~" ~
~fEXlSTlNG SHED .. If' . If>> I If T : K.:..tr sr' "IE~..~ "<< I:.':'...., ~,',~ ~ t i:. I \.~ Q
~~ TO BE REMOVED~ ~ 18 'PLE ~ 14- Al'Jl'J'lE 502........ "",,&:~,~ '.r~g -$J
\.: .............j6.2;......~.: -v7J2____+ ,{~ I \ ~ 1312Jr' ~:'%.~~.'~./~:/.:;..>-~S7..j r.492.76
:, . C\.a: " . .. I' ,.,.,........ ,. ~ ..,......... ..~ .... I..... ......,. .,...
C\.a. ~. ltJ{ ~~...- ~ " '.. . .' .' ,...,
:<'\i J'~2' ~: '\ a-/ t?:>. ~ .....:^.~.::.,,)>/:.;:;.:,
.,- u. ~'<:) ~'....~~ ~ s
... 0... '.~'"'''' .~...... ".~"" 0 ....f I If .1 ... If .~'r Y .'f ...' ,v ... I; 1/7~ ~ ~ ~
~ Wt.:>'1 ~ ~ 199..35 ~ ~ lr:,
~ ~ ~ (X) 0
~ ~~ LIB B Y ~ ~~ PAR K ~ ~~ ~ II 55.00' R/W
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LEGEND
~
",...-
x
EXISTING GRAVEL ~'~
UNE NOT TO SCALE ~ ~
(. EXISTING WAltK FLOW DIRECTION It CULVERT 1\\\
PROPOSED EASEMENT 0
fiI PROPOSED WATER Mtlt)( tt UNE ·
( PROPOSED 4- ROOF DRAIN, STrJRMWAItJ( liNE ct CULVERT
.... \~.~... ..;....::..::~.~> :~~:.
.-$:
BOUNDARY UNE
ADJACENT LOT UNE
COIlt./(UNE
LOT UNE
EXISTING l' CONTOUR LINE
EXISTING CONTOUR INDEX
EXISTING 6' WOOD FENCE
EXISTING TOP OF BANK
EXISTING BUILDING
EXISTING G4S UNE
EXISTING TELEPHONE BOX &- UNDERGROUND UNE
EXISTING W~/t.WAIt/( LATERAL, UNE tt MANHOLE
EXISTING WAIt)( MtltK tt 8- LINE
EXISTING ELECTRIC Mt.lt./( tt UNDERGROUND
ELECTRIC UNE
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PROPOSED 4" W~/t:tVAIt.f( SERVICE UNE AND LATERALS
EXISTING UNDERGROUND CASU: TV CONNECTION
EXISTING MAIL BOX
TAX LOT
RIGHT-OF-WAY
PUBUC UTILITY EASEMENT
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OWNER
DAVID E &- LAURIE 5 DUKES
2955 YOlANDA
SPRINGFlELD, OREGON 97477
(541) 747-3130
b111!i ADDRESS
350 54TH ST
SPRINGRELD, OREGON 97478
DEVELOPER/CLIENT
DUKES &- DUKES CON:JJIfUCTlON
PO BOX 71095
EUGENE, OREGON 97401-0182
(541) 747-3130
SURVEYOR
OLSON tt MORRIS
380 Q STRttl, SUITE 200
SPRINGRELD, OREGON 97477
(541) 302-9790
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WW MH 1003
FL OUT (S)=492.17
FL IN (N)=492.24
FL IN (W)=492.28
RIM=50 1. 99
EXISTING CONltt.J((JUS TREE
EXISUNG DECIDUOUS TREE
~
REGI;:>. r:.f(ED
PROFESSIONAL
LA~D SURVEY~
. CJJv
OR GON
JULY 10. 1964
LAWRENCE B. OLSON
, 655 ,
RENEWAL DATE: 12-31-2006
Ifftt TO BE REMOVED
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SHEET 2 OF 3 0
',OLSON & MORRIS 380
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STORM1YATER MANAG1?MENT PLAN
FOR
DA VID E IJeLA UR/h' S DUKES
SY 1/4, SEC. 33, 1.178., B.2Y., 1.M.
SPRINGFIELD, LANE COUNTY, OREGON
SUR7EJ:~1J: AUGUST 9, 2005
NOTES:
1. PARCEL 1 Will REQUIRE A DRYWELL FOR ROOF DRAINAGE. Rt.tt.H TO DRYWEU
FFASAFJIU1Y REPORT FOR CALCULATIONS AND DEIAlLS.
2. PROPOSED DRNEWAY RUNOFF WIll FLOW THROUGH A VEGEIAltlJ RLlt/( ;,lfC/P
PRIOR TO ENltfClNG A TRENCH DRAIN AND FLOW INTO THE EXISTING ROADSIDE
DffCH.
3. THE EXISONG ;'lffUCTURE ON PARCEL 2 AND PROPOSED ::'lffUCTURE ON PARCEL 1
Will HAVE PIPED ROOF DRAINS WHICH SHALL CONNECT TO THE EXISTING ROADSIDE
DffCH.
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PROPOSED -
7.00' PUE
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SCALE: 1 "=20'
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: ................................. :~"'< &::' . \.:'.i PARCEL 3 .~ /r..
: : ~ ~ ::~~ :.:;"':.. </1 5068 SF-.. I
. EXISTING . ",: .,' ..' ...,..:'.'. ~.
g : SINGLE-STORY: \<::~'~::.":.~.:~ "~' ~. :
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\)~ (5037 SF) (I) ~ ~ ;~~~~.;.............. '~:i~:::';:;,. /~- I I _60.00' R/W_
~ ~~ 6356 SF 4"ROOF DRAIN ~ 80 LF"" # \ ;/:19.54+ PAVE
0~ SED 26.00' WIDE PRNATE JOINT lJ. &: /rFG=503.1 (4650 SF) FL=501.~ S=1'0%\';i/:.,:;;;..;::>;~~~~t '. / -- · ~ CW/;/l/ TO MEET
'ESS AND UTIlITY EASEMENT \ EAST \ ::"':';,,:':::~q2ij~~ \J. ...... ~..______ NEW DRIVEWAY WIDTH
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25 YR. STORM CALCULATION
25 YR. STORM EVENT
RAINFAlL INTENSITY = 2.45 IN/HR
wSTING CONDITIONS
2 YR. STORM CALLuLA.TION:
2 YR. STORM EVENT
RAINFAlL INTENSITY = 1.40 IN/HR
wSTING CONDITIONS
EX FL:-:500.99
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AREA 1 - 0.44 AC
AREA 1 - 0.44 AC
C = 0.25
I = 2.45 IN/HR
SHt.t.1 flOW TO EX ROADSIDE DITCH
C = 0.25
I = 1.40 IN/HR
SHEET flOW TO EX ROADSIDE DITCH
Q = CIA = 0.25(2.45)0.44 = 0.27 CFS
DEVELOPED CONDITIONS
Q = CIA = 0.25(1.40)0.44 = 0.15 CFS
D~v ....LOPED CONDITIONS
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AREA 1 - 0.38 AC
AREA 1 - 0.38 AC
C = 0.50
I = 1.40 IN/HR
-SHt.tl FLOW TO EX ROADSIDE DITCH
-ROOF DRAINAGE VIE ROOF DRAINS TO
EX ROADSIDE DITCH FOR PARCEL 2 & 3.
Q = CIA = 0.50(1.40)0.38 = 0.27 CFS
ROOF DRAIN flOW
A = 0.06 AC
I = 1.40 IN/HR
C = 0.90
Q = 0.90(1.40)0.06 = 0.08 CFS
4- PVC n = 0.011
CAPACIlY AT 0.50% = 0.16 CFS
VElOCIlY = 1.83 FPS
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en
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-SHEET FLOW TO EX ROADSIDE DITCH I
-ROOF DRAINAGE VIE ROOF DRAINS TO C\1
EX ROADSIDE DITCH FOR PARCEL 2 & 3.0
(V'.)
Q = CIA = 0.50(2.45)0.38 = 0.47 CFS ~
1-4
C = 0.50
I = 2.45 IN/HR
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ROOF DRAIN flOW
A = 0.06 AC
I = 2.45 IN/HR
C = 0.90
Q = 0.90(2.45)0.06 = 0.13 CFS
4D PVC n = 0.011
CAPACITY AT 0.50% = 0.16 CFS
VELOCITY = 2.03 FPS
SEEDING TABLE
PRO-TIME 835 BIO-ALTER SUMMER GREEM VEGETATIVE COVER
APPUCATION RATE: 2 lBS/ 1000 SF
BOTANiCAl NAME COMMON NAME
LEGEND
". '.,~';, "":>;::':~:'~ EXISTING GRAVEl.
BOUNDARY UNE
ADJACENT LOT UNE
-t- CENltHUNE
LOT UNE
..,..-- --SO EXISTING ,# CONTOUR UNE
r;_ ~
~Soo_ ,~ EXISONG CONTOUR INDEX
-.. -.. -.. -.. - EXISTING CONCRtlt PAD
. ....................... . lJrlSTlIVG BLlILOIIVG
Lolium f)erenna DElka"
Festuca ovina duiuscula "EurekaD
Yarrow millefolium
Alyssum maritimum
Trifolium dubium
Trifolium repens
Elka Perennial Ryegrass 60%
Eureka Hard Fescue 15%
Yarrow millefolium 8%
Sweet Alyssum 3%
Shamrock 3%
Dutch White Clover 7%
. I PROPOSED DRNEWAY
. - .
.
I . . 4.'
p. . \ ..
* . .. .. .. .. " " .. .. .. .. .. . .. .. .. . " .. .. ..
:: ::::: ::::: :::: :::: :::::: :::: :::::::::: :::: VEGEIATIVE Bu,.ttJi STRIP
EXISTING WAIt.f( FLOW DIRECTION
PROPOSED EASEMENT
Sf (PROPOSED 4" ROOF DRAIN,
STORMWAIt)( UNE &- CULVERT
/"
'"
/"
,
THE EXISTING SITE NATURAllY DRAINS TO THE EXISTING ROADWAY. THE
PRIVATE DRIVEWAY Will DRAIN INTO A 10' GRASS ALTER STRIP AND
FRENCH DRAIN SY:j I t.M.
6"
PUE PUBUC UTIlITY EASEMENT
,
. 6" PERF PIPE BACKALl WITH
1 ;...1/2" ROUND ROCK AND
ENCLOSE TRENCH WITH ALltt<
FABRIC. TOP OFF TRENCH WITH
1-1/2D ROUND ROCK.
n.
R/W
TAX LOT
RIGHT-OF-WAY
. . . . . . . . . .. . "st
/-" /~" /~y /~Y -'/.(" -'/.(" /~Y /~" /~" -'/.(" /..((Y /~y /~"-'/.(
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2.0
t
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lQ] EXISTING ::'lvRM MANHOLE, UNE &- CURB INLEI
sr
1.0#
. .....
. .
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6"-
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SHEET 3 OF 3 0
, OLSON & MORRIS 380
~ ASSESSOR'S MAP 17-02-33 31, TAX LOT 300
DRAINAGE T1<1NC~I D1~AI~
NTS