HomeMy WebLinkAbout03341 - Technical Information Report - Drainage .
' _ ,
.. STORM DRAINAGE REPORT - . i
� , �
for
. r
� OLYNYK OFFICE BUII.DING � '
� 108 FACTORY AVENUE NORTH
� RENTON, WA , .
� �
� Prepared For: -
�_
.�
f�_ � ,
. Steve Olynyk, DC �
; �- c/o Al Johnston .
' 6928 15�'Ave SE �.,•, .
, ' Lacey, WA 98503 ' �
� � � 360-491-3176 �
� . , :: �
1 :
. � A •
. �O� ���5, �yq . ' . .
. �� � � �' : I
� I
���'I'�'�C�,O� _ .
SI�NAL � �I IS ,
(� .
� EXPIRES 08 10 p , -
Prepared By:
WARNER ENGINEERING
2709 Jahn Ave NW, Suite H-5
� Gig Harbor, WA 98335 '
. f
(253) 858�SS�I�I CITVOFRENTOh
RECEIVED
November 18, 2004 , APR 2 7 2005 �
, Job Number: 006078
, BUIIDING DIVIS10N
�. .
� . .
. . ` �
� ���
TABLE OF CONTENTS
I. Project Overview
II. Existing Conditions Summary
III. Developed Conditions Summary
IV. Discussion of Core Requirements
V. Discussion of Special Requirements
VI. Storm System Analysis and Design
VII. Water Quality Analysis and Design
VIII. Appendices
Apper�dix�A- Vicinity Map
Appendix B - SCS Soil Map
Appendix C -Predeveloped Basin Map
Appendix D - Postdeveloped Basin Map
I.l'. Rc�crcnces
�
' Olynyk Office Building 2
Renton, WA
I. PROJECT OVERVIEW
This project is an approximately 10136 SF,3-storyProfessional Building. The site,is bounded
on the west by Factory Ave N. and on the south by Bronson Way. The project encompasses
' re-development of an approximately 15000 SF site. The work shall include the demolition of
an existing building and parking lot and construction of a new building(approximately 3859 SF
footprint), driveway access from Factory Ave N., parking and landscaping areas. See
Appendix A for a vicinity map.
II. EXISTING CONDITIONS SUMMARY
SOILS
Soils on the site are identified by the SCS Soil Survey for King County' as Urban La�id(Ur)-
see Appendix B for SCS Soils information. The SCS description is as follows:
Urban land (U) is soil that has been modified by disturbance of the natural layers �
tivith atlditions of fill material several feet thick to accommodate large industrial
and housing installations. In the Green River Valley the fill ranges front about 3
to more than 12 feet in thickness, ajid from gravelly sandy loa�ri to gravelly loa»r
in tezture.
The erosion hazard is slight to nroderate. No capability or woodlan�l
classification.
No other geotechnical data has been provided for this project.
EXISTING DEVELOPMENT AND DR.AINAGE
' The site currently contains a two-story building with a basement located in the northwest corner
� of the site,and the balance of the site is paved parking lot with landscaping. The site generally
slopes from the southeast corner to the northwest corner with a total vertical relief of about 3
feet. Surface drainage on site is sheet flow to existing catch basins in the parking lot that drain
towards Factory Ave N. The City has not been able to provide storm system records to verify
where the drains are located within Factory Ave N.,nor have they confirmed the presence of a
storm main along the frontage of the site within Factory Ave.N. The stonn drainage runoff
from this drainage basin eventually drains to the Cedar River. See the Existing Conditions
� Map, Appendix C.
, Olynyk Office Building 3
Renton, WA
OFF-SITE AND DOWNSTREAM DRAINAGE �I
• There is no off-site drainage onto this site. See the Existing Conditions Map, Appendix C.
The City of Renton has verified there have been no records of complaint of storm�vater
problems with the vicinity of the site. As such,given that the proposed site development will ',
not create additional runoffbeyond what is currentlypresent at this site,there should continue
to be no adverse impacts to downstream properties and storm drainage systems as a result of I
the re-development of this site. No further downstream analysis has been conducted.
III. DEVELOPED CONDITIONS SUMI�IARY
ON-SITE IMPROVEMENTS &DRAINAGE
This site is currently developed and the proposed development will not add impervious
coverage,nor will it add 5000 SF or more impervious area subj ect to vehicular use. Therefore,
as confirm�d with the City of Renton, this project is exempt from stormwater quantity and
quality control improvements.
The building footprint will be approximately 3859 square feet and will be located in the �
southwest comer of the site. It will be bounded by parking and landscape areas on the north
and east sides of the site, and will be bounded by Factory Ave N. and Bronson VVay on tl�e
west and south sides, respectively. Storm drainage for the site will be as follows:
The site will be graded to sheet flow from the site into the right-of-way on Factory Ave
N. Downspouts will discharge into the parking pavement area and sheet flow as well.
There is no proposed increase in run-off from the Existing condition to the Proposed conditions
, so no detention is required for this site. See the Proposed Conditions Map, Appendix D.
OFF-SITE IMPROVEMENTS & DRAINAGE
No off-site improvements are proposed with the exception of removal and replacement of the
existing driveway approach with curb&gutter and sidewalk,and replacement of portions o f
Factory Ave. pavement disturbed by utility installations.
' Olynyk Office Building 4
Renton, WA
IV. DISCUSSION OF CORE REQUIREMENTS
Core Requirement#1- Discharge at the Natural Location
As discussed in EXISTING CONDITIONS SLfMMARY above, the site drainage currently
consists of sheet flow to existing yard drains in the parking lot that appear to drain out to
Factory Ave.,North. Again,the City records indicate there is no storm system within Factory
Ave N. adjacent to the site. Topographically, this site drains towards Factory Ave, and
Factory Ave drains to the north. Eventually, the storm system in the northerly portion of
Factory Ave�drains westerly,then southerly,and discharges into the Cedar River. This proj ect
proposes to drain in the same direction in brder to maintain discharge to the natural location.
Core Requirement#2- Off-Site.Analysis
No offsite drainage enters the site. See Appendix C-Existing Conditions Map. A Level One
Downstream Analysis is described in the Existing Conditions Surrunary. There are no knowii
drainage problems in this system, nor are there any documented drainage complaints in the
vicinity.of tlig site, or downstream of the site.
Core Requirement#3-Runoff Control
This site is exempt from On-site Peak Rate Runoff Control because it is a re-developmeiit of a�l
existing developed site and proposes no increase in impervious cover. ;
�
Core Requirement#4- Convevance S s�
The project storm system will convey the site 100 year design storm.
Core Requirement#5-Erosion/Sedimentation Control Plan
,' An Erosion and sedimentation plan will be developed for this site as outlined in the King County
� Surface Water Design Manual. Filter fences,CB inlet protection,CB inlet sediment trap a�ld
construction entrances will be installed.
Core Requirement #6-Maintenance and Operation
Maintenance and operation of all of the stormwater system on tlus site will be the responsibility
of the owner.
' Olynyk Office Building 5
Renton, WA
Core Requirement#7-Bonds and Liabilitx
Bonds and liability insurance will be provided by the owner.
V. DISCUSSION OF SPECIAL REQUIREMENTS
Special Requirement#1- Critical Draina e�
The City has not indicated that this site is in a critical drainage basin.
Special Requirement#2- Com�liance With Existing,Master Draina e Plaii
There is no existing known Master Drainage Plan that includes this site.
Special Requirement#3- Conditions RequirinQ a Master Draina e� Plan
This project site does not trigger any of the thresholds that require a Master Drainage Plan.
Special Requirement#4- Adopted Basin or Community Plans
The site is not in any known adopted basin or community plans. �
Special Requirement#5- Special Water Ouality Controls
No special water quality controls are required.
�
Special Requirement#6- Coalescin�Plate Oil/VVater Se�arators
A coalescing plate oiUwater separator is not required.
�
, Special Requirement#7- Closed Depression
There are no closed depressions on the project site, and the site does not drain to a closed
depression.
Special Requirement #8- Use of Lakes. Wetlands or Closed Depressions for Peak Runoff
Control
The project will not use a lake,wetland or closed depression for peak runoff control.
' Olynyk Office Building 6
Renton, WA
�ecial Requirement#9-Delineation of 100 Year Floodplain
The site is not within a delineated 100 year floodplain.
�ecial Requirement#10-Flood Protection Facilities for Type 1 and 2 Streams
There are no streams on or adjacent to this project.
Special Requirement#11- Geotechnical Analvsis and Report
No geotechnical analysis has been provided for this project.
Special Requirement#12- Soils Analysis and Report
I�To soils analysis has been provided for this project.
Special Requirement #13 -Aquifer Recharge and Protection Areas
This site is irr aquifer protection zone 1.
VI. STORM SYSTEM ANALYSIS AND DESIGN �
Existing conditions
APe�,= 0.06 ac (landscaping)
A;,,,P =0.28 ac(impervious area includes approx. 10,235 sf(0.23 ac)of asphalt and concrete
surfaces and 1690 sf(0.04 ac)building)
Developed conditions
;
' APe�,= 0.06 aC
A���P =0.28 ac(area includes approx. 9460 sf(0.22 ac)of asphalt and concrete surfaces acid
2440 sf(0.06 ac)building)
Since the existing and proposed conditions are essentially equivalaent,no stonnwater a�ialysis
has been performed, that is, the developed site will continue to discharge approx. the same
amount of stormwater runoff as the existing conditions.
• Olynyk Office Building 7
Renton, WA
_ -__ - �T- ._. . . .
VII. WATER QUALITY ANALYSIS AND DESIGN
Since this project does not create 5000 SF or more new impervious area subject to vehicular
, use, no water quality facilities are required.
� V. Appendices
, Appendix A- Vicinity Map
Appendix B - SCS Soil Map
� Appendix C -Existing Conditions Map
Appendix D -Proposed Conditions Map
VI. REFERENCES
I. Soil•Survev of Kin Countv Area, Washin�ton. United States Department of
Agriculture, Soil Conservation Service. November 1973.
II Surface WaterDesignManual,King County,Washington. King CountyDepartulent of
Public Works. January 1990. Revised November 1995.
�
• Olynyk Office Building 8
Renton, WA
. �
. . �a��x ;�
PROJECT SITE owNER:
STEVE OLYNYK
108 FACTORY AVE. N � 222 BRONSON WAY N, �100
RENTON, WA 98055
RENTON, WA 98055 425 228-2824
+� � i� �vti ... 'cricr�C7�i'��� T�f��tf•::''r. � •• �; {� . r >y; �� 6II{ a.� . � I
, r• d . .�y,,K + � � u. �i � : � � �, ',a <. _ i
� -1 � h.-�'�: �i �� �: � ������}ii �y _�yj"'� � L�:1't - i i}� Z °)1 n��' _ - •.�..
f'r .{ � [
,'� x � � i h. .} � C .�13� . : 8�6�
� _,,—��-..:.r..,�,r,i� .,sjx tb7}{ ; r� i � � t �3�� �Dr-� w o `,�i �;'� = I
(� K
�HC(A4RR(VER ri } � r .l r �� ;)f�i +ay1 i,�.� 1\h.� y � � F�.�:S� WIND
� T$A!! y F ��';,7'r X j ( � f 1� r � :� �tr r!" �a( '� ? � p�1 P�H
{ ,f r, Z , . �L� a f,S c e, � BRA �
� = t .`? .
� �cxrar < . �' . > �_ � z � r� r . e NE
,F , �y,
!t?R�AIAL rY� ' ' }�� ' ST' °� �`, � �j; !f�* 4 0 ,��.
R �ia u�w, 1 � . . , , ,, tr ,r<<ti,. ��� : c�'' s�y:'
�� � q..i� .y o�,.> f�izc-. .-:.'rsi� ��, ' ���:
'� in y'�', �� s r Q.
` � •�J 4 0 ; • 'a �y�1t�05� NI��D50
U T A o; t � N�� a�: �� ''x sr l ��,`� ;k, ::z j � sY�rrccs.
� �
,. ,': �. : .A'� �� .� 3 1100; :> T � o t = ti �v •: P
' r. , �� > , �:� z
� T, .� r �� � r - �I t8 Z ''�cxo �Oq�. + `
...r ,{ ti
t � �O. n'� 1-J. ''W �Q".�, .- ,�^�,, r�Q i� •Si' q('' ,,� ^ � '•� ' \r��� .•
5 �3c -±-r �nu j' m �r� �� r;� ; �
- - •,�� l`' ''-.
:'� a s :7,y t;s o M _ ? :
AIR `� ,�p� S o. �.. � �� ;� ; ;..� 1 �
R�`� wY ,, , �, ,j , N � . � J� _ � �� , � ,�3�p
s uiictw N�.; `� . , ��� , �yy .sj, 2N . sr , �r � ..s ��? ti�t--,� ,�'NE�:� '.
� t� � � F ��. �� . T�ILL ��' �i 4i�6. �IQO�, , i� .. 1�i r.� �y � . � r ��..
5�-,. ` ''TOBT ' $i.�:� �s'`�i �- ,' p ` � r � �z �pH � � ��.
�300•: � , v� . � ' ��, � - �.� —,-jf� J a
S V�CTORI r �1 � �P[ 5 ,�v' ���r �r'� J` Q-�� 1fl ti '' �S� � � E P r 1
1�. � � �!� .0 �; �: �'. r '
P /, ,} � i.2 � ; v
� �r�S� RENTON,� � +r� �' S / � !11 T� y��77L�� } p • w -ir'7���i/''.� .
..{., , S ..�¢ r� e;. � v,IR,c•� LY�ERr�' ,;,i;;� t� . �. -���,�UHr.
.. k� ; , ,.. .N��y � N � .;, . ,�, ��,>� �, � = 4r .
� S� � `' '2 � ` �-� ' .� rPARK � y; *��.�, � -,, _ _OCIVET.• ;
, .,.�T ��r. . .S' J �j`re� ��R�±������,j r��^ ,' ,; ,.'0� ,';: CE�METERY
,.ih ?� h.100�� :�' •.�. i�4�. ,-•-� �,� ?��,. `�,,.� �; '��<- ''� .r SE':�2hDW�PL`
�
VI C I N ITY MAP
N.T.S.
I
f
. �
�
�
.n � :� �r,,`t^��S .� '
f� i 1�I} ����.� + `��- a.. � I
• i / I
• '
j"' E
,�;����.
��;
`�.4 E. R.5 E. SEAT7Lf(CITY P.0.) 10 Ml.�12�3��� 6 Mi. 7C INTERSTA7E 90 �5
.� ��JnkF (Joins sheet 5) ;�
� �„ Am� SSa�U,a�
���-�•`�_.3 ��� � . �.. � ' �
� � —• . I�; ik� 11,1*s,J,. ` ��;'�:;:.�'? ::. w ----- ' _ Eg�;•.::�1
B I M .�Ii 11 �t;� �• r/ .^^'`•:; (` C'" '� Q' tr .». :( �, �91.`Uf Y��N
- � a �, �..; <�<.;�:i �:� ,�t '�. �,� ; ���
:� � �, ', F' ,'�.,>;;;?;�', . _ �i' �',''�i
.1. �' .�
.. . �� �� t , � � �� �. :}:�::::s�t}:fi� .,:....,:. : �,�.... . .,; ,��u, ,;,
,'tit.�'�,• Suoztat n. 167 r .� ili ::j�::.; Ur ,�� �+ia ,�M..• i igh�an � ,/�i',',,C�� i^I�'�
,. O '�� - , :.�,..�
:� . . � '�� .,.-: "� - ... • '�'�' s�n �� - ,;y� ;�;5� i
' i N , �;...::,.:.j� . :;�i.;�: li �c ,�,�I:.�.i,.�.
`� �'� � ° ' ` ` .i � t::�:::: ��:�.� ..�� :KR .�.,.,...:., -�
���, , ; ;,��;� . _. . _ �
'`: ' � ;, g �:' ,� �a:.•, ,
' i E ' .� I�'" � ' � � ?'�``. ,',`' !'�' '"��',l_'x�-,'' �
'� '�1 � � � �.�f r_'-c �'�
�..;: 1M •� ;.
� ^ �AgD ,, T �i� �li , `--AgC• ; i,• •i I
,�I. I�i�I
�•" � �. ��, �'�.� 1 0'��'.II i'i
•� l ♦1 1 '�-'
? . �I�•. ���,: '�� I A R 0 I I �•+tl�'� ---- � !�sl;�~I
. � � �
; I. i :'�,.. �j '' ' � � p
'� ' ' � 'i � :� �R
�: ��' :• r � �� .f: i��0 �I 'S�� `� •�' An
.. ��. gC i,------- � , r � 1� / � ��j:', � �
� 9 �i(I"':'g; i � -- I� � , '..
.I A�Q _==�,r / :BM� �I���■
..' . � qthletic � � � `y T��
,�. � �i, ubsta�� gM x �• C� �Field � � y� ' : �� y � r f'� � 7 I
� ��� � � `� ���', i �
��' � � O � � � � EvD ' �
_��• �• � BeC ••�� ��i � Ur . AkF � 1
. • �¢G •� •� � � �� ��1 — � i ,%I�� ,
� ' �� �,BeD � � i�j
� �^ t Oli •
��---- EvC ,' �i
• . . , � ! eseb'J1F � ��� � Cemi '�y -' �J
• .I�� �� � �y P�rk PC �'/ `GRAVEL P/T �\�
', _; ' ' � • .�; �', Brn e�
• ti �� : :rj il �:-=-r� --��. 321.
v . an • • . p
BeD • � � ' �� _ , ���
' ,BeG •�:'ti` • �Rh• -y ��'� .�
P ,� 'a• �- `' ��� � ' \� I�--- -- -- •---
t.. /,. ,•' f. �I 3 i �� C akF � E�r. i
Rp ROAD r� �`�, .,,i' _• � `1';•. •.. �� ' I ;
- ,� ,a o �� ,� F d • ;�...,' �
�e. ��F � �� �� ■ h � 'i•' .♦ �,i ;-` .......
�`� � � � � I U� ' �'��I�Ur� p� '�;���.�.:-�::
� rJ .. � y , �''�:;.''
__J ,. - �� � n : AkF � �
Wo r'��, -� O
��- - ----- � � i '� U� ,I ,_�i' Y ( InC j �
I � �
. L,,';
Gaif�ourse j � � . ' I ,-- - �J'. ''- � � `___-AgC-BM�37 � --• AkF I
Ur � � � " ��'��, s AmC . •�-'" ��� ��
i� � iF�' ■ I � . - _.Y_ _:�� '-�°-- - -t- -o_ '� Agr
\ � PA r � � I` --- ' InC - ".- ' - --- _ _ `�---•� - •-
�`� Sew ge pRTNE � , 1 � � +I .n --•----•--- " L2',�,^ 'I __ �.-� °.-��-;
�V DisD sal i� �' '� ��6 •
� $ ,�c�r� • ;�i ''• i 1 c`dlA ,r�y "j ' ,L -q�p'
k �- l�� �� � ,_ _ - � e 'Substa�AmC� � �\ '�,;, '-- --
� �Ur • , . i.• �. - -- ` ,' 'qgC '---- � • �l�°c AkF
y�� Ir�, , � J ,i :12G .:I._., ' �a � g � a��/,\ _,:
��-�7-;�'� `� MI•16 ,Pu 9��� •� •_� ,a ' �i � �A D' 2� 455 °a� :u [
,� I �`,' �\= I, � � , i i S.. � � i'• ��^ ��\
`�� � Uf :�.•� / �
, ;� ��-='.T . : : '�. �
! PU � nr� • ��
�ILongacrey;�,-'-� • • �
�� �. .I
�� _��� I I P�, '•'� .�o.� \ 515`, ' � Ap�f�'
� � ?� d
�i r R� "�= Py � Wo Be0 �ii• ,4BeC� 1 Y U � I I����� ��
i i , i i�� I •i�. .ii, 'A �-1' i
,a ,�� � Ur� .n..r 8� �,, % % �;��
� r�a�K �� • �, � l �Y ._—�J
T ',".,', 'I�� � •��a�� e . '�, �
ti' 29�`r _ , --- -- - - - 210 -�-- -----=•?a ----- ti--- ,... _"_�
/�u UI Ur 11 �a 16 ;,� ��i
�� ❑ R w I �1� � I • � ,��
I 5 rv0�r A � I �i
■� p���r' �� I
%�2` Py So Tu Z ' o �'l,J: N � '�' �__��I�,����
� , D •
W � Z
I 1 P� ` �, i �,�: ��,
��.
wo Sk �i�(—•;I.
( ^�'
�h . � M � �� I �' ��i J :: I
� � � � � � , ' � �� , ��_.��,(�� , ,� ii
�'I� 25 i�� . ( - ` AR,c
.�
� � � �� �ee �Zo3 Ag� .29., qg9 �:` '�I ���
Py -• 2 li I i ,
�I wo Sk • �� � I � ,1. :i• . ° 451. � � i II I�! �
Ur � .. o IAgC �. • � �� II � �
.i • ��.
, If�drained, this soil is used for row crops. It Ap2--3 to 8 inches, gray (5Y 5/1) silty clay loam,
is also used for pasture. Capability unit IIw-3; light brownish gray (2.5Y 6/2) dry; many,
no woodland classification. fine, prominent, dark reddish-brown (5YR 3/3
• and 3/4) mottles and common, fine, prominent
mottles of strong brown (7.5YR 5/6) and red-
Urban Land dish yellow (7.5YR 6/6) dry; moderate, fine
and very fine, angular blocky struc*.ure; hard,
Urb�i l��d (Ur) is soil that hds been modified by friable, sticky, plastic; common fine r��ts;
dist�irbance of the natural layers with additions of inedium acid; ab nipt, wavy boundary. 4 tc 6
fill �naterial. se��eral feet thick to arcommodate large inches thick.
industrial and housing installations. In the Green B21g--8 to 38 inches, gray (5Y 5/1) silty clay loam,
River Valley the fill ranges from about 3 to more gray (5Y 6/1) dry; common, fine, prominent,
than 12 feet in thickness, and from gravelly sandy brown (7.5YR 4/4) mottles and medium, promi-
loam to gravelly loam in texture. nent mottles of brownish yellow (lOYR 6/6) dry;
The erosion hazard is slight to moderate. No 25 percent of matrix is lenses of very dark
capability or woodland classification. brown (lOYR 2/2) and dark yellowish-brown
(lOYR 3/4) peaty muck, brown (7.5YR 4/2) dry;
massive; hard, firm, sticky, plastic; few fine
Woodinville Series roots; medium acid; clear, smooth boundary.
30 to 40 inches thick.
The Woodinville series is made up of nearly level B22g--38 to 60 inches, greenish-gray (5BG 5/1) silt
und gently undulating, poorly drained soils that loam, gray (5Y 6/1) dry; few, fine, prominent
foxmed under grass and sedges, in alluvium, on stream mottles of brownish yellow (lOYR 6/6) dry;
bottoms. Slopes are 0 to 2 percent. The annual massive; hard, very friable, slightly sticky,
precipitation ranges from 35 to 55 inches, and the slightly plastic; strongly acid.
mean annual air temperature is about 50° F. The
frost-free season is about 190 days. Elevation The A horizon ranges from dark grayish brown to
ranges from about sea le�el to about 85 feet. gray and from silt loam to silty clay loam. The B
In a representative profile, gray silt loam, horizon ranges from gray and grayish brown to olive
silty clay loam, and layers of peaty muck extend to gray and greenish gray and from silty clay loam to
a depth of about 38 inches. Ti�is is underlain by , silt loam, In places there are thin lenses of very
;reenish-gray silt loam that extends to a depth of fine sandy loam and loamy fine sand. Peaty lenses
50 inches and more. are common in the B horizon. These lenses are thin,
Woodinville soils are used for row crops, pasture, and their combined thickness, between depths.of 10
3nd urban development. and 40 inches, does not exceed 10 inches.
Soils included with this soil in mapping make up
Woodinville silt loam (Wo) .--This soil is in elon- no more than 25 percent of the total acreage. Sorne
;ated and blocky shape areas that range from 5 to areas are up to 15 percent Puget soils; some are up
iearly 300 ,acres in size. It is nearly level and to 10 percent Snohomish soils; and some areas are up
;ently undulating. Slopes are less than 2 percent. to 10 percent Oridia, Briscot, Puyallup, Newberg,
Representative profile of Woodinville silt loam, and Nooksack soils.
in pasture, 1,700 feet south and 400 feet west of Permeability is moderately slow. There is a sea-
:he north quarter corner of sec. 6, T. 25 N., R. 7 sonal high water table at or near the surface. In
,, , drained areas, the effective rooting depth is 60
, inches or more. In undrained areas, rooting depth
1p1--0 to 3 inches, gray (5Y 5/1) silt loam, grayish is restricted. The available water capacity is
brown (lOYR 5/2) dry; common, fine, prominent, high. Runoff is slow, and the hazard of erosion is
dark reddisli-brown (5YR 3/4) and reddish-brown slight. Stream overflow is a severe hazard unless
(5YR 5/4) mottles; moderate, medium, crumb flood protection is provided (pl. III, top) ,
structure;,'hard, friable, sticky, plastic; This soil is used for row crops, pasture, and
many fine• roots; medium acid; clear, smooth urban development. Capability unit II��-2; ���oodlarld
boundary. 2 to 4 inches thick. group 3w?.
33
_- �
. • t�� 0�65 � ..:-�... .. ..��.... .'-`.:. � �{�► �� / ,
I^ � � , .. � .'.:�1137 / ���' � � c/1 C �
�lV � I I . ..... . � �.. =�.' / /
Z.0 � b , •..��.�. .• � � /
I ' / � / /
s� � i: � � � /
y I SEE DETAIL 'A' SEE DETAIL 'B'
� # � � / � � I
30.00' o-� '45 W P �� — ��_�-^139.3B� ��"� ��
ti ��
� � / C.�
� �
1 °� CONCRETE� � � � PORTIp(J Cf SF'1,:7 ;
s � EASEI.I�NT OVER ;
. / / PROf�RiY ;
E%ISTINC ��-���
����� I BINLDiNG �
�1a y,ii N�'P�C �� F�EL 45.61' / �� / / �i
� �xu i��
� � , . p ` :
ASPHALT
� % // /" � ��; i
, �6�/
� � � � i�
- � °' /
^ a'woE w�u. / /
� l � �� ��os �� � —� � �—.� - - �
� x.T�' ya�� ,►
� T � az.ei µ.a�
s2.�! r U.61
2! µ� ..�1r � 43.�9 fi'ryr�a..:
� � �315 H.26
� � � � � � , .-......_, / .�..yi��
= p ^ ', M.10 ! � 76 / /:: Q �3.se
�J.0.1
� � 1 � � / �i'
o Q � / al.07 A ! /
VI � �v � �
� /�
v \
m ; � � ruro oniw � .3.se T
1'O3A1[ 4 H � � 2 � !� i�
� I .z.�� .x. � , . . .. I �"•u , s°0' r�,� � �r,.,
g �.1.27 � 1 �3. � J�'< <.7.50/ ��: I. : �]. �e 1�
� ea PLANiER , / ����' `�Y %
Z ' � 1 N 6 Q(�t_—DRNII � �`�fi- .�P / ,,,
�1[
RY�{1 �
2
� � 13.SJ ` / A�3'►YC��LS7 / P �3 x��.0 / /,;
� � ASPHALT � � .�.,....._ . . I � '� ��,;
•` , / �
� vs3.50 / '�:�:: �5�' �A1�2 QUY a•. / ���
� � : ,�, ,r,f�:
1 / /:'.<� �� � 15� Nt� WAIER►IAIN � I y I� ���
� � � '• - ' EASEMENi PECORDWC � �- �
� / ��.i N0. 9103i81696 J ��' ��
:�' .i� � / j / 1 l;
� v � � ;., / � , .
u��
W c / � • � • ,� ' �I e �.af .r+u � � //
sa�
Ti..` �I � .a�� � �a�. � � � � �
� � � H 6Y � � l./ .
�i2DS. ��-.. THllt � xa3-77 �/
1 � � p� � ii
� � i � ' � / / \ % � ,�
u.a��I � �- �-
� _e f�
� / G1RB T� { / o`-o S f �
' °'S i�� 0.6'
r
� � �,� • y�'� r�
0.3' �l�8� � x�6.67
ao.co' � —� cur aae °� ,�_ `;;
a.» T u i
�.{ Mr{.SE
= p�sa6.� �;
NM I/Of M� E �(Aq p I
..asa �
� (�Y u.i ��TE 9DE`MAtX �6.�
u. i %�
� 1qT K9Blt �
C s6.07i �
W MOT M�l[ �
4 0
T a. � o! p
g � c as.w -
a
" � L N
,. � g I AY' (1 ST A�E' � _�_-��_r-,--
� BR�NS�N W �~ 1 �� �
� w�� w G�� d$ .�'`'" ���'i�1 v`� • ' ��U
MaIED 6�J3/03 ,.�r�"•40' W �P)
i � r""'..�' W 5 BI'02
(P) S g1'06'13�.
�a.0o / .
� �C �2.'_6 ��� 1' \
C 1I.0-8 0 `' /,
, , I N � I � I . ..�.. ,�, ,� ,� .., �'.,...� . ...y�lZS7 ! M� x�1 9 /�
2.53 O } � / / � a
� b I . .�..:..... .. / � , //
b ; �: p I
� � � i SEE DETAIL 'A' SEE DETAIL 'B' / � b / } �
' / / / �� �1
30.00' � J
���� 9'19't5 W P �� — hai a.r� ` 1 ��
q � ��
.\ / ,; I � �o.z�n
� .
� aoRn�Ii o� s�uR
i � CONC ETE� � EnSEAR'NT OVER
3 S$ �� / � / PR�RTY
w�_n�: exi TINC�
��,�� a.:.s� I aw aNc �. � �+ � � �
ff 1i�7 N C PK DEC FF l. 45.87' \`
� . �� u.ea PACT COIAP
\\ � ASPHALT / �
n
r
a \ `y� �� I�~ �
� \ �
N
' �� �— � � '> /
.►Y � � � /
� � � .�-�� r� /'/ �� � � � � �� / �
u.� u oa
zbT" —
� r o� �z.ai � se.�� i..s� �s.�v
a �z9e �J c .� w i�� ar.x / •N.at /.•��.a
� \ �za: sa.xo W ��titi
m � � t = —�. UP V � � � .�,9 �
Z P •.,�._, � � ,. � � �� � , ��, ._. :: � �.,, �I,
� n � � w I W � w y� �, / ' .xaa /!
}� �,,,W / 3 � i
" p � —�—� _ ; t4. / � �/
N � � �
� V v _—_
1 h
3 1 S , �CRAIE � 4 / �� _ � /
� I u�� axax � ;�t / 3 `�' �
, \ 'r�::�;; . ��/ r3.3 �r
r 1.5.27 TC IJ„�4 � JA 4].SO " . ' !
$ I •` C�Z.B1�- / PU1N :R Y �,•'. . � . /
= I�IJ '� �a7E f.c� '�P
� � p� - 'Q� � I
'I'�� � 1E 7 11l7 '\1 ��,.t) �
� I � sas� �� ASP LT / � 3
i ; I ASPHALT � _ � � /�
� � aaJ.50 �,� �,� - �� �a2 Ue x.
('�/) [� ,C/�/� O
� L,f� � '� rfs'TJ•VVC�� '• ` `3 p / / 3' `\ tu ��� 'ryry
f V • �: !�; S � � 1S' W7 TE A � �� �y ,
�' � I 1st LEVEL �241'�'�•$Q.'�'FT;:. ;y � wA inc �
" 2nd LEVEL� 38��':S(�:'��T;,; ,�' � , '
� �
� I °
� 3rd LEVE�I 355�•�;SQ:;';hT.'' �� �
� � � w . . `-. .
�,� W��L o � . ., s.0 �s`� i
u.�v > ,a.e /
c.i'' �I ( � u.�a � u�� t � o .
� 8 'I � / /se.n -.
�URL1S.� �gWt yI'I / � I
0
��\ , � � � ! - _ f _
'. '�k , / 4 0. 1 �..
� �? ��— �
, cuae _ .. —
� � ���' o.e'
I �►
� � 87.31� �' ,�y.
� p^3' j�� �Ir6� � a� '�_.M.e7 /
- 30'� WY POLE
���� rc ua4 /
G q.�4 xI{.b
� IT�'��.7 �
IW NOT NSIBIE K.S.]e �*R� O
�M u i �� �E SiDEWAUC � �7 /
/1 a.oi i
/ NOT M901L
w Nor wse�r e se.m +
/ 4 O
�.1 ! OB g
g � 0�a,69 •
M w
+ �' � I � � 1 ST A�E' N•� -_._--
�
� $" gRONSON W AY __---_--__"—�''- 1 1` I
� rrx,w� ,/i-enr.sa oa�c � ��i, : { % �
r�utrn��c�.g � ._�--�" C��`'�\""
rra�cv e/�3�+�a __---.'""..o" w(P) •
� (Pl ' � .�---"'S eiroe'ia' W s e�vz
.� � �
� . .