HomeMy WebLinkAboutApplication APPLICANT 1/14/2008
\
\
\
\
'300
11>
.,.'"
,'"
----
----
-----
-r\J ?-OOO
1.~OO
1'-'
,~
TENTATIVE PARTITION
FOR
RIVER BEND MANOR
NW 1/4, SEC. 31, T 17. S.t R. 4 W., W.M.
TAX LOT 1500
SPRINGFIELD, LANE COUNTY, OREGON
..
,
,
/
,
,
,/
;'
"
;'
" \
, ~2 YEAR TIME
OF TRAVEL BOUNDARY
EXISTING ARE
HYDRANT
\200, ,
1'-' ,
,"
~
100
1~
DEADMOND FERRY ROAD
EXISTING ARE
HYDRANT
600
-r\J 1.
200
1\.
1.100
11>
600.
-r\. \
1.~OO
11>
\400
11>
'300
-r\. 1.
E GafM Farm Rd
N
1
SCAlE: '.=5011
50' 0 SO'
~ Ii
100'
~
SITE LOCATION
NTS
~
~
to.4
~
~
~
E-...;
~
~
e-..;
~
1.00
1'-'
APPLICANT / OWNER
LEON Be EARlENE BERRY
462 sPR.f,NGDAl.E AVE~
SPRINGFIELD. OR. 97477
PHONE: (541) 968-0317
~
~(;:,~
:\
<t~~
~
~~
~~
~V
1.00
tf'-'
PROJECT COORDINATOR
OLSON & MOR.RIS
380 0 STREET SUITE 200
SPRINGFlELD/I OREGON 97477
PHONE: (541) 302-9790
FAX: (54-1) 485~3253
\00
1'--
SHEET INDEX
C1 SITE VICINITY MAP
C2 SITE ASSESSMENT PLAN
C3 SITE DEVELOPMENT PlAN
C4. GRADING / PAVING PlAN
C5 UTIUIY PlAN
C6 STORM MANAGEMENT PLAN
NOTES
1. RRE HYDRANT lOCATIONS ARE AS SHOWN.
2. THERE ARE NO LTD FAC1UTIES NEAR THE
SUBJECT PROPERTY.
3. SUBJECT PROPERlY FALLS WITHIN THE 5
YEAR TIME OF TRAVEL
\00
if\; .
ft2-~J!c)U~ -OO()Olo
00
bO r^ J...l
= ~ ~
...... Q) (1)
~<J.)>
::s $:1 ::-.
r:n .6h ::$
S~OO
O~~
~
~
o
00
........
o
.......0 E
o!+~:rio
~,..... en N .
0) t f"').C
La.J Nt'-
I-ciOLOO
=>0 I"') co
(/) ~_vc
....=g::;t:Cg
U>wtO.....o
--LOCI.)
o~ ..........-
Ozwz ..@
- x......
0) a:::: o. <c
- - t'") 0... :I: u.:.
(1)0... 0
00
.. .....
~
~
o
~
--10
<(
oz>-
wOw
~->
W (I) !:k:
f- (I) :::>
2! W (I)
ELL
~oo
!:k:Z
....0...
00
o
Z ~
o f
{/) ..-
'It ..J tf")
ZeDo I
Q) N
o .... 0010 ..-
"0 to ..
w....w(Q I=!
~>-o <(
O..JZ 0
:>w
.., a::: .J
3= ~
::s ~
w
0::
~
o
t))
Q)
b-
e
~
o
~
p.. a
a$ ~
::?J "t3
o ~ ~
· ...... ~ <l)
.S Q:)
<:.)
· ...-t
>
~
"i...;)
~
.~
o
U
Q)
~
t3
t-.4
~
(J)
~
.~
~
'1'j
~
~
-c:->
~
~
.~
~
~
b
,..,.
00 LO n
0 en ::
f"') ..-
""It' :>: :>: :>:
~ N ~ tn tn tn
..- 2 a:: 0 0 0
t 0 ~ {.il {.il {.il
.. :I: ~ ~ ~
tii w tij. W 1.rJ
""') ..J >= >= .(
.1:- ~ <( >
<( u C6J C6J ~ 0
0 (J) cc: cc: cc: u
cii
Z
o
.....
(/l
~
> -
t:JJ
0:::
SHEET
Cl
of
6
-+ _ ,// _ _ _ _ ~2~N. " _ _ _ _ _ _ _ _ - - - - - - 12~ - - - - -.~ - - - - - - - - - -fY.~:::"fOFFSETSIDEWAlK- - - - - - - - r=
=t=-~~---------~"= - --------------- --.--1 ---- ---------------- = -
10"WW n -e----
-- ~
b~ \fY.. WW MH
. c
~ ~ 10. FL IN (E)=419.88
a: 10. fl OUT (W)=419.78
-+-- RIM ElEV.=432.82
_~~~-i-~----=----
- - - - - - - - -ELEe tEL- -lV--
EXISTING S' OFFSET SIDEWAlK
LEGAL DESCRIPTION
BEGINNING AT A POINT 251.00 FEET WEST OF THE NORTHEAST CORNER OF THE WILLIAM M.
STEVENS DONATION lAND ClAIM NO. 46. NOTIFICATION NO. 3224. TOWNSHIP 17 SOUTH. RANGE
3 WEST or THE WIUAMETTE MERIDIAN; THENCE SOUTH IT 39' 35. fAST 183.23 FEET; THENCE
WEST AND PARALLEL TO THE NORTH LINE OF SAID ClAIM 81.50 FEET; THENCE NORTH 20 38~
WEST 200 fEET TO THE NORTH LINE Of SAID DONATION lAND CLAIM; THENCE EAST 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 UTIlITIES SHOWN ... HEREON ARE BASED UPON A
COMBINATION OF FIELD DATA AND CONSTRUCTION NOTES. WE DO NOT
GUARANTEE THIS MAP SHOWS All THE UNDERGROUND UTIUTlES.
2. THERE IS NO CONTIGUOUS lAND IN THE SAME OWNERSHIP.
3. THE PROPERTY IS ZONED MDR (MEDIUM DENSITY RESIDENTIAl).
4. THE NORTH SIDE OF THE PROPERlY FRONTS DEAOMOND FERRY ROAD
WHICH IS PAVED WITH CURB AND GUTIERS AND WITH OFFSET
SIDEWALKS.
5. EXJSTING CONTOURS ARE AT f INTERVAlS~. VERTICAL DATUM IS TIED TO
PREVIOUS CONTROL NEIWORK fROM THiS COMPANY WHiCH is AN nt'
INSCRIBED ON THE TOP SOUTH BOLT OF A FIRE HYDRANT AT 3405
BALDY VIEW. ELEVATION = 437.20'.
6. SOIL TYPE ISCOBURG-URBAN lAND COMPLEX AND HIGH WATER IS
1.5' TO 2.5t AS MAPPED AND SPECIFIED IN THE SOILS SURVEY OF lANE
COUNlY.
7. AREA OF TRACT IS 15,190 Sf'.
8. THE PROPERlY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1134F
AND IS IN. AN AREA DETERMINED TO BE OUTSIDE THE 500- YEAR FLOOD
PLANE.
'L EXiSTING 30.0' --.JI
# Cg=~~L ~
I \
\.00
r{\J
--@--
_21"SO
36ttSO
DEA.J)/lOND FERRY ROAD
03:
. '"
~Q:
EX. ww MH
10n FL IN (E)=418.91
10. fl OUT (W)=418.81
RIM ElEV.==431.81 - E~~~~G
= = = :::::-rE1- me = = = f w = j III me = ~RIVE
_ _ _ _ _ _ _ _ _ _ _ ==-lV- _ _ _ _ - - - N-
YL- -L_l
.~
3=
131.00'
r-
o
LEGEND
ELEe -
w-
TEL-
12"W -
S---S'WW -
@--24~-
IWI
---
~
)--(
IQ)
.
@
lPJ
- EXISTING ELECTRIC LINE
- EXISTING W UNE
- EXISTING TELEPHONE LINE
- EXISTING WATER UNE
- EXISTING WASTEWATER SYSTEM
- EXISTING STORM DRAIN SYSTEM
EXISTING WATER MSER
EXISTING POWER POlE
EXISTING POWER POLE W fUGHT
EXISTING CULVERT
EXISTING CURB INLEl
EXISTlNG ARE HYDRANT
EXISTING WATER VALVE
EXISTING TELEPHONE PEDESTAL
20~ 0
~
----------------~---
------------------
1.'100
1~
WEST 81.50''''
4" TREE
TO REMOVE
EAST 122.69'
EXISTING 36"
CULVERT FL=423.40
1----------------------
18" TREE
TO REMOVE
600
1\. \
\
f""\
~
o:r
Vl
~.
"
\.\00
1~
00.
1\. \~
N
SCALE' '-=20'
20'
l
40'
I
ct:l
bDoo~
~ ~ >-:.
...... (1) (1)
~(1)>
:::s s:1 ~
(/',J . 6h :::s
8~OO
c")r:.l~
.....0 E
o!;t.~~o
~..... 0') N .
0') I """lo-
W Nt....
I-a::OLOE
=>O""'CO
en "'IT
_~ C
. 0 ....- .-...
(/)1- ...J .q- ...... C
Wt.Ov-O
,.-,..l..t...-ecn
-0 ..
oZ: ~ ..@
COa::O~~
t'") 0- ::I: t.a.: <.>
U')o..
~
~
o
rn
........
o
r.n
· ...-4
J-t
~
o
~
..JO=:
<(0
oz>-
wag;
Ir - a::
~ (I) ::>
!a ~ (/)
Sla..
trOD
n:::z
0..
00
o
Z 0
o N
(/) t
-ot ...J ;;;
ZfOO t
(J)N
o ... ai lC) --
00 to ..
w ~ WID ~
a::: 0 <c
o~z 0
:>W
.., 0::: ...J
~ ~
::s z:
w
a::
~
0
~
Q)
~
0
~ ~
cd 0
.--I ~
P-t d
-....:> ~ ~
~ ~
Q) ~
S ~ ~
~ ~ c
cJ) 0 u
00 ~ Cl)
(]) ct) Q)
en. ~
00 d
< ~ ~
<J) CJ.)
~
-....:> ""d
· ....-t .~ ........:)
00. ~. .~
.~
l;)
~
.~
~
~
~ ~ ~
0 ~ ~ en en en
...- Z g lX: 0 0 0
r- ~ !J;.l !J;.l !J;.l
:I: ~ ~ ~
u ~
W ~ [:J [:J [:J .(
f- 0 -< > > >
-< a: u tu C;U tu 0
0 ll. {fJ 0:: 0:: 0:: U
c)j -
Z
o
......
(f)
......
>
4J
0::
SHEET
C2
of
6-
JJ
j
I
1.00
rt\>
\1
~
\
u 12~ ~
--//_-----=,~ ========-
--~------- ~
-.:;:::::::::- ~
12~Y - r=
12"W . . , _ _
= = = = = = - = = = = F. - = = - - = EXIS'llNG 5' OFFSET SIDEWAlK == = = ~ _ _-
..~ -------====-------
= == == == - ------
20' 0
~
l':
~- ---~ .L. = ~=J= - =
- - - - - == ad _I~L,. ELEe
_ [LE~ ==JV- _ _ _ _ _ _ lV
---------rpr----
-_._-- . LC:J
--s-
\.100
1\..
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
=====
03:
. .........
~e::
r
--0--
LEGEND
ELEe -
lV-
TEl-
12"W-
<S--8"wt/ -
@--24ttSD-
!WI
-II-
--@-2t"SD
CLOSE EXlST
DRIVEWAY
36"5D
DEAlJl/OND FERRY ROAD
MAINTENANCE
ACCESS
r
o
.......
:;0
~~
of>>
~q
~.
= == = = = = == = me ffL= 'TV = =
EXlsnNG5' OFFSET SIDEWALK _ _ _ _ _ _ _ _
---------.-
~
)--(
IQJ
.
@
lEI
EXISTING 36"
CULVERT Ft=423.40
(f'\
.....
~
~
\.4:00
1~
\.600
tf\J
PUBUC DRAINAGE EASEMENT
WIDTH VARiES fROM TOP Of
BANK TO WEST PROPERlY UNE
N
ci
. .....
"
EXISTING.. TOP
OF BANK
\.~oo
tf\>
N
SCAlE: '--20'
20'
.
40'
I
- EXISTING ELECTRIC LINE
- EXISTING 1V LINE
- EXISTING TELEPHONE UNE
- EXISTING WATER LINE
- EXISTING WASTEWATER SYSTEM
- EXISTING STORM' DRAIN SYSTEM
EXISTING WATER METER
EXISTING POWER POLE
EXISTING POWER POLE W!lIGHT
EXISTING CULVERT
EXISTING CURB. INLET
EXISTING FIRE HYDRANT
EXISTING WATER VAlVE
EXISTING TELEPHONE PEDESTAL
fJ)
Of) r^ ~
::: 1=:: ~
-...-4 Q.) Q.)
~(l)>
~ s::1 ~
~ -6h ::s
o~oo
O~.~
,......0 E
o,......~rr)o
~~0>::G .
m I """C
W Nt.....
r-e:::oIOE
:Jot") co
(/) ........."II;t"
.c:i~-o
l-(/).-.J ..q- ,."". C
wl.O.q.-
-..........IOCI)
o t5 ............-
o:Z ~ ..
ro a::: x ......
...... ,.. _ 0 < ......
.'-" -. :J: La.; ()
(/')a...
~
~
o
rn
......-t
o
00
. .....
~
::-.
o
~
~
0
~
<l>
.~
0
d ~
~ 0
t---t ~
P-t
-+J t1
~ ~ ~
CD -'f.,.)
~
S 'C:3 ;3
p.. ~ ~ C
~ \..)
0 ~
t---t <l>
CD ~ ~
> ti
CD ~ ~
~
(J)
CD ~ ~
~ .~ -..;>
. ...... ~ C\)
00 .~
~
~
.(:0.)
~
~
~ ~ ~
0 ~ ~ tn tn tn
..- Z 2 0 0 0
E- o ~ 4J ~ ~
:c ~
U ~
W W t:I1 t:I1 t:I1
E- '-:> >= >= >= ~
g <(
< U Cil Cil Cil
0 fl. U) t:G t:G t:G U
cij
Z
o
..-
C/}
..-
>
!:JJ
0::
SHEET
C3
of
6
ij ~
f ~
I \
I \
// 12""" '\. . 12'W . 12"W -- -
~ - /#'-------,----------=======-==-_ - _=====EXISTlNG5'OFFSETSIOEWALK======
---~---------~--------- ~
--=- ~ =====-=== = == = -r--.= ======-======
- --0-
DEADMOND FERRY ROAD
r
I
<0
- - - = = ,10.' [LEe. = ~. = ~ J ILl ElEC = =
_ _ _ _ _ _ _ _ _ _ _ -=:=:N- _ _ _ - - - - - --T\/.
-@-
--@--21"SO
36>>50
~
b~
~~
<>
0::
r-
:
0-
...-
rtOO
1\J \
MAINTENANCE
ACCESS
N
--<S>- -
SCAlE: 111=20'
20' 0 20'
~~ ~.~_.__. -I
LEGEND
==================
ELEG
mc -
lV-
TEL-
12"W-
~8JtWW -
@--2.4rSD-
IWJ
- EXISTING ELECTRIC UNE
- EXiSTING TV UNE
- EXISTING TELEPHONE LINE
- EXISTtNC WATER UNE
- EXISTING WASTEWATER SYSTEM
- EX1STtNG STORM DRAfN SYSTEM
EXISTING WATER METER
EXISTING POWER POLE
EXISTING POWER POLE W!UGHT
EXJSTtNG CULVERT
EXISTING CURB INLET
EXISTING nRE HYDRANT
EXISTING WATER VALVE
EXISTING TELEPHONE PEDESTAl
----------------~---
EXfSTfNG 5t OFFSET SIOEWAlK
-------------
EXISTING 3611
CULVERT FL=423.40
NO CURB ALONG
EAST SIDE OF
PAVING
432.15
At
3' BREAK IN CURB
tOR DRAlNACE
431.65
FL
\400
cr\J
430.99
fL
\&00
1\J
430.85
FL
PUBLIC DRAINAGE EASEMENT
WIDTH VARIES FROM TOP OF
BANK TO WEST PROPERlY LINE
"
EXISTING TOP
OF BANK
~oo.
1\J 1.
-II-
~
)--(
IQ)
.-
@
[B
C) CONSTRUCTION NOTES
1. CONST EXTRUDED CURB AS PER DETAIL.
3. SAW CUT ALONG GUTTER, REMOVE CURB CUT AND REPlACE
TO MATCH 6" STANDARD CURB AND GUTTER.
15. CONST 3" AC ON 10" CRUSHED ROCK.
16. CONST 10.. 1 1/2"'-0.- COMPACTED CRUSHED ROCK ACCESS
PAD OR APPROVED PERVIOUS SURFACE ABLE TO SUPPORT
VEHICLE LOADING fOR DITCH MAINTENANCE.
40. CONST 4" CONCRETE OVER 1M CRUSHED ROCK.
58. CONST DRIVEWAY APPROACH PER CffY OF SPRINGAElO
STD. DWG #3-9.
TOPSOil MATERIAL
lANDSCAPE AS PER PLANS
EXTRUDED CONCRETE CURB ClASS 3000 -- 1/2M
CONCRETE. AC PAVING SURFACE SHALL BE
CLEAN. AND FREE OF ALL FOREIGN. MATERIAL
BEfORE APPLYING EPOXY.
SURFACE AS PER PLANS
EXTRUDED CONCRETE CURB DETAIL
N.T.S.
40'
~
to
~oo8
i-t ~ i'#
...... C1) Q)
~~~
Cf1 .. 6b ::i
S~oo
Ur.xl.~
~
~
o
00
........
o
00
. .....
::-t
::-.
o
~
~.
cd
.......-t
..p...
OJ)
~.
. ......
>
~
~. ~
--- ~ ~
OJ)~~
.s ~
.-c
~
~
a;
Cl)
~
. ......
00
~
o
iD)
m
~
o
~
o
~
a
~
.~
~
~
;3.
o
()
m
~
d
~
~
~
~
.~
~
~
-..;)
C\)
.~
6).
~
.~
~
~
b
~ N
ex) L() II
0 m :t
.,..,., ....-
..q- >-= >-= >-=
,..-.
~ N ~ co co co
.,... g a:: 0 0 0
t lJJ r.d r.d r.d
::r: ;;.. ~ ~ ~
W L1J t.ii tit tit tit
f-i "") ..J :> :> - <
g ~ >
<( f.1J f.1J f.1J 0
0 tl. cr:: cr:: cr:: u
cij
z
o
-
(f)
-
>
w
0:: .,...
SHEET
C4
of
6
\
'--------------
"
----------
--~--
-=-
12"W
12"',';
--------------
EXISTING 0' OfFSET StQEWALK
-----~._--------~---
----_.-----~----
----------
--
--
--
--
==========
== == == == ==
---
---
--@>--21"SD
36-50
DEAJ)MOND FERRY ROAD
MAINTENANCE
ACCESS
r
~
Ar EXISTING
WATER
METER
3:
r-
o
~
N
- ~
03:
.0
90<(
Va
0::
100
1\J \.
(0
-~. ~=j~[ =.
- ~ ~ W.
=-lV- - - - - --
===.=========
LEGEND -
fLEC -
lV-
TEL-
12"W-
&--8"wW -
@--24.SD -
~
- EXISTING-ELECTRIC LINE
- EXISTING lV UNE
- EXISTING TELEPHONE LINE
- EXISTING WATER UNE
- EXISllNG WASTEWATER SYSTEM
- EXISTING STORM DRAIN SYSTEM
EXISTING WATER MffiR
EXISTING POWER POLE
EXISTING POWER POLE W!UGHT
EXISTING CULVERT
EXISllNG CURB INlET
EXISTING FIRE HYDRANT
EXISTING WATER VAlVE
EXISTING TELEPHONE PEDESTAL
~
-".JI-
~
)--(
[Q]
.
@
[E)
-=======.....--.===-==.=======
EXISTING 5' OFFSET SIDEWALK
---------------
S1 AD 490
8" fL OUT (W)=430~25
RIM ELEV.=430.60
~---
-----tB
EXISTING 36"
CULVERT Fl=423.40
\.t\00
1\J
\.600
11>
FL=430.85
EXISTING TOP
OF BANK
\.'300
rr\-a
ELEC
o CONSTRUCTION NOTES
250. CONST STD. ClEANOUT.
279. CONST 4" PVC WASTEWATER PIPE, ASTM 03034 WITH
RUSSER GASKET JOINTS AND TRACER WIRE.
280. CaNST 62t. PVCWASTEWATER PIPE. ASTM D3034W1TH
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" 90" ELBOW WITH STANO PIPE AND GRATE.
510. CONST 3-3/4- WATER MffiRS.
STANDARO STEEL FRAME &. COVER
MECHANiCAl PLUG
NOTE: SECTION TO BE POURED ~
SO THAT A M}~U COVER Of 4u
EXISTS ON AlL SURFACES OF PIPE.. . .
t .
4 "MJN
4 ttMtN
MECHANiCAl PLUG
CLEAN OUT DETAIL
NJ.S.
1) WIDE 6" DEEP
3- ROUND ROCK
AT 3' BREAK IN
CURB
I..&.J
Z
...J
~
w
a..
o
a:::
a..
8>>X8"Xl ~t CONCRill
BLOCK
5.00'
SWALE CROSS SECTION
NTS
N
SCAlE: ,11=20'
20' 0 20'
~ 11
40'
I
MATCH NATURAL
GROUND
tQ
be 00 S
~ ~ >.
....... (J) Q)
~ Q) :>
~ ~ $4
Ul -50 .~
s.~ 00
c)r.l'~
~
~
o
00
.........
o
00
. ......
~
~
o
~
~
0
~
())
~
a
~
0
~ ~
C'\$ t3
......-4 ~ ~
A-.
~
~ ~
~ ~
.....a-:> ~ c
. ..... ~ \...)
....--f 0
. ..... ~. <J.)
~ Q)
~ ctl ~
d
Q) ~ ~
.....a-:>
· ....-t ~
W ~ ~
.~ ~
C< ())
.~
1;;
~
.e->
~
~
"0
", N
u:") U
(j) $:
......
:>: :>: :>:
0 N ~ !Xl !Xl !Xl
Z i:2 0 0 0
E- o ~ t.t.:l ~ t.t.:l
:I: ~ ~
u tii
cii iii t.t.:l W w
E- g ...J 5= 5= 5= <(
<:
~ u WJ w WJ 0
0.. en t:G t:G t:G U
~
"l::t'
.:::
.......
cij ~
z ~
0 Vi
JIo-(
(/') ~
JIo-(
> <.,;
L1J
0:: -
SHEET
C5
of
6
--@-Z'1"SD
36"SO
DEAJJMOND FERRY ROAD
MAINTENANCE
ACCESS
r
"(:)
1. '100
1\.
~
:::ELEC =JV _ f = rr= J TEL me
-------~---
3:
- ~
'0 ;:
. 0
00<
*0
a:::
LEGEND
-0-- -
ELEe -
TV-
TEL-
12\V-
&--8"Ww -
@--24"SO-
IWI
-II-
~
)-(
IQ]
.
@
lEI
TEL
======.===.=========
ELE€=
TV
-----_.~------
EXISTING 36"
CULVERT FL=423.40
\600
1:~
EXISTING TOP
OF BANK
"
EXISTING 5~ OFFSET SIDEWAlK
431.39
FL
S= 1.00%
\400
'{}
430.99
Fl
ST AD
8" FL QIff (W)=43Q.2.0
RIM ELEV.=430.60
430.85
FL
STca
8" FL OUT (W)=428.62
RIM ELEV:=432.5i:
t~OO
tf~'
- EXISTING ELECTRIC UNE
- EXISTING TV tiNE
- EXISTING TELEPHONE UNE
- EX1STlNG WATER UNE
- EXISTlNG WASTEWATER SYSTEM
- EXISTING STORM DRAIN SYSTEM
EXISTING WATER METER
EXISTING POWER POLE
EXISTING POWER POLE W /UGHT
EXISTING CULVERT
EXISTING CURB INLET
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXiSTING TELEPHONE PEDESTAL
Qwq = 0.90( 0.25)0.1085 = 0.02 CFS
PEAK FLOW =:;
C =:; 0.90
I = 2.10 CFS
A = 0.1085
Qp =:; 0.90(2.10)0.1085 =:; 0.21 CFS
SWALE SUMMARY
WQ FLOW DEPTH = 0.08 FT
FLOW VELOCllY = O. 11 FPS
SWALE LENGTH = 100 LF
SLOPE = 1.00%
CONTACT TIME = 15.2 MINUTES
'(JJ
bJ)oo~
d t.. ""'--
. r-4 Ci3 <D
~<1)>
~ s::: ;...
~ .60 ;:$
os:::oo
O~~
N
~
~
o
rn.
........
o
00
. ......
~
~
o
~
Uj -
Z
o :::>
.......
en
.......
::>
w
0: ~
SHEET
C6
of
6
~
o
~
m
~
Q
~
""f.,.:)
~
~
o
C...)
m
~
~
~
'"d
~
m
.~
~
~
.~
~
~
w
l' WIDE 6" DEEP z: MATCH NATURAl
::; '0
3" ROUND ROCK ~ GROUND N
II
3' s:
AT BREAK IN Ct: ......
w
CURB a.. >= >= >=
0
Ct: 0 N ~ 1:0 1:0 1:0
a.. ~ Z 2 0 0 0
t-- 0 Ul 4! 4! 4!
:z:: >-
U tij- ~ ~ ~
r:ii w ~ ~ ~
E- ~ ...J > > > .(
z: 0 <(
en - < I'V' U ~ ~ ~ 0
w::::iE
0::::- 0 s: (f) .Ct:: Ct:: Ct:: U
~:g
ci
SCALE: 117=20'
20' 0 20'
~ II
40'
I
\1
~
\
\
-12"W ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -E~ _ _ _ _ _ _ _ _ _ 12"W
, - - - - - - - EXISTING 5' OFFSET SIDEWAlK - - - - -
----~~------ ~- -- -------~--- -- --~------
r
f
3' BREAK IN CURB
FOR DRAINAGE
431.65
FL
ROOF AREAS ARE TO DRAIN DIRECTLY TO THE SWALE ON THE WEST SIDE OF THE
PROPERlY.
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
8"X8"X12" CONCRETE
BLOCK
5.00'
SWALE CROSS. SECTION
-- ,- "'*."~
NTS
~
cd
~
~
....,a....J
~
<J)
S
<J) ~ 1:3
b.O 0 ~
cd~~
a hq
~
s
~
o
....,a....J
U1
~
o
~
~
~
~
CJJ
~
.~
~