HomeMy WebLinkAboutApplication APPLICANT 11/7/2006
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Land Division Application, Type II
Subdivision Tentative: D Subdivision Replat Tentative: D
Partition Tentative: Partition Replat Tentative: IiJ
. -.
.
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Applicant Name:
Company:
Address:
Phone: 345-4751
Fax: 1687-0717
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Applicant's Rep.:
Company:
Address:
Ananda Sherwood
Branch Enqineerinq, Inc.
310 5th Street,
746-0637
1746-0389
OR 97477
Property Owner:
Company:
Address:
Laura Foumal
Isame
I
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ASSESSOR'S MAP NO: 17-02-31-43 TAX LOT NO(S):, 1400
,Property Address: 455 S. 37TH St. I
'Size of Property: 12,695 Acres 0 Square Feet [gJ
Proposed Name of Subdivision: Tent. Part. Replt. of Douglas Gardens, Blk 7, ptn. of Lot 8
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Description of
Proposal: To divide an existing lot into two parcels.
,
Existing Use: LDR
# of Lots/Parcels: 2 Ao'l,'g: Lot/Pa,rC:E!1 Size~ 6,349 sf 7 dujacre
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Zoning:
Applicable Refinement Plan:
Location: City Limits 0
Associated Applications:
t.~" :'"... ..,'~<t 3"",<';;',. "}c, ,,'~., ,,~-~<.:" '.~.','2b ,~e',- -, t,*': ',.....c.
Pre-Submittal
Case No.:
Overlay District:
Plan Designation:
Urban Growth Boundary 0
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PRE 21Y'k:r OOOq{) Date:
Case No.: SUB2c:a.f, -CX:o~,4. Date:
Application Fee: ~ t.i6 (A. DO .Post~ge Fee:
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Reviewed by:
(initials)
Reviewed by:
(initials)
Total Fee:
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~'"." ;:':'Gthved: !7//,Jool.
Planner: AL
I represent this application to be complete for submittal to the City. Consistent with the
completeness check performed on this application at the Pre-Submittal Meeting, I affirm the
information identified by the City as necessary for processing the application is provided herein
or the information will not be provided if not otherwise contained within the submittal, and the ..
City may begin processing the application with the information as submitted. This statement
serves as written notice pursuant to the requirements of ORS.227.178 pei1:aining to a complete
application
Owner: .
Signature
~~"'- Q
Date: \1/03/06
L(Aw~ ~ ~
Print
Date. Received:, 11/7/~b'
Planner: AL I /
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
SUB2006-00064
SUB2006-00064
SUB2006-00064
Payments:
Type of Payment
Check
eReceintl
RECEIPT #:
:~:~;.
IlL
t:;ty of Springfield Official Receipt.
.velopment Services Department
Public Works Department
. Date: J 1/07/2006
2:00:19PM
2200600000000001555
Description
CTY Partition Tentative Plan
Postage Fee Type 11- $150
+ 5% Technology Fee
Paid ,By
BRANCH ENGINEERING
Received.By
kal
\
Page 1 of 1
Item Total:
'Check Number Authorization
Batch Number Number How Received
"
Amount Due"
4,569.00 '
150.00
228.45
$4,947.45
Amount Paid
7222 In Person
Payment Total:
$4,947.45 .
$4,947.45 ,
Dat:;;, t{e~eived:~/,?Io06
Planner: AL
11/7/2006
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STORMW ATRR EV ALDATION
FOR
LAURA FOUMAL PARTITION
Springfield, OR
October, 2006
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/~\) PROF;':'-'"
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Prepared by:
BRANCH ENGINEERING
310 Fifth Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
L
~~~~~;~;;~~ed:#)a!t
Proj. No. 06-188
,10/031.2006 11:51 FAX 541 736 1021 CITY OF SPRINGFIELD PW
OCT-Q2-2006 MON 01 :34 F BRANCH ENGINEER[NG 541- '~389
1i!I002
P. 02
PUBLIC WORKS DEPARTMENT I Engineering Division
Fax: (541) 736.1021
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
, .:........ (Arga belD'" Ihisliliefill.tl DII/by Appl/CIlIlf) -- ,
(Plecue te/t(f11If1 MIltI $t,",tler@ City of SpringfteJli Pllbll~ WDrks Encbreerlnc; FIIJ< tI ~J6.102J, PhOlu: # 736-IOJ$.) ,
ProJeet NlIDle: TcntPann kepi! Dougl.. Clarden. Blk 7. pill us
Assessors PlIl'eel#: 17-02.31-43 TL 1400
Land Use(a): LDR- Sin,!!le famllv dwelling;
:Project Size (AllI'es): 0.29 ac.
Appr!}x. Impe.rvious Area: 6.000 sf +/-
.... :""". . ". ',: . ..'
Project Description (InclUde a copy of Assessor's map):
To divide the eJ\is!ing lot into twg parcels.
AppUcant: Ananda Sherwood
Date:
Phone #:
FlIx#:
Email:
9/29/06
746-0637
746-0389
~Ila~~~~:com" "
Dnbulge Proposal (PIIbllc connection(s), discharge localion(s), etc. Attach arlditional sheet(s) if nllCflGBlUYl
Roof drains from existu'lg house On Parcell currently weep hole to the street. Proposed joint ,use drive and all
impervious dralllage from PIINeI , will drain to a n<:W weep hole in existing curb.
,
".
~Proposed Stonnwater Best M:iD~emulit Practices: -
,,"
N/A
~ fATal ftl1"'" tf.!tf'lre, '1.'WI n/ll hv If,,, f:il! and R-.iluned In /Jilt A""flMnil -
(AI a ml";""",,. aU bf>>t(!4 checked by Ihe Cil)l,on Ih.from and back o/Ihia aheetaltallbe nmmlrr6d
10' an appllclIIion ID be <:ampleleft' S/lbmilla~ 4llhaugh othat- ~tlIJIIl"m""'a 11110' b"nee<=4I'J')
Draina!'e StlJ,dv Tvfte lEDSPM SeedoD 4.03.2)rlNote. UH mav be substitllted for Ibtional Methodl
Ii' Small Site Study- (uee Rational Method fur caloulatiClllll)
o Mid-Level Development Study - (me Unit Hydrof>Iliph M~lhod for CaloulaLioDll)
o Full Drainage Development Study - (use tillit Hydrotrapb Method for Oll101llations)
.f<!L.vironmentlll Conoiderations:
Ii WellheadZonc: (II-V ~ ~
ISi WetlandIRiparian; jJ/4
Jj Soil TYPIll:, _ ,-
Downstream A11alvsis:,
Tif1Jl5 .. Hillside Development:
1m FloodwaylFloodplain:
, . Otheor Jurisdictions;
NI~
tJ/It
-
III N/A
o Flow line for stll11ing water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
}b,tIlrn tv Matt Stouder !4l Cit:r of SPl;nafield. entail: mS!olldcr(W,ci.soriem.ld.or.l1s. FAX: (54 n 736.1021
Date Received:~/I.,.7.0tI,(
Planner: AL "
,10/03/~006 11:51 FAX. .541 736 1021
CITY OF SPRINGFIELD PW
~003
CO~LETESTUDYITEMS
r Far Offioial Us; ~y: ~
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;
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i-
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* Based upon the informadon provirkd on tM from of this sheet, tM foU~ing represents a minimum of what is need.dfor an
appli<;adon to be complete for submittal with respect to draina!:e; however, this list should not be us.d 1lI11e1/ of the Springfield
Development Code (SDC) or the City's Engineering Design Manual, Compliance with these re'l"/rem<nts, does not constitute site
approval; A,dditional site specific information mc:ry be required. Note: Upon scoping sheet submiaa!, ensure completed form has been
signed In 1M spw;e provided below:
Int...'.", Design StaP!!Dro;lsIWater Quality (EDSPM Chapter 3)
Req'd N!A
o . fJlAU nan-building rooftop (NBR) impervious surfaces sball be p.. .. _:.J (e,g. D1U\ti-ehamb..-e? eatchbasin wfoll flltrarlon
media) for stoI1llwatet qualitY. Additionally, a IIllllilllum of 50% of the NBR :...,... ,:OUS surf4ce shall be treated by
, ..=...~....J methods. .
0: If Where required, vegemtive .~.~..aler desigD. shall be consistent with interim design =~ (EDSPM Section 3.02), set
forth by the Bureau ofEuvironmental services (BES) or Clean Water Services (CWS).
O. ~For neW NBR imperviO\l$ lII'Ca leSS than 15,000 square feel, a simplified design approach may be followed as specified by the
BES for vegetlttive treatment.
o Iii If a stormwater lrealDlenl swale is proposed, submil calculationsfspecificalions for siz!n& velocity, flow, silk slopes, bottom
slope, llIId seed mix consistent with either BES or CWS requirem=.
D. III Water Quality calculations as required in sectiotl 3.03.1 oflbe EDSPM
o 1ii.All buildin~ . w~" _. _:...11 equipment, or other fluid coI1laining equipment located o\llSide of the buildin~ sball
be provided with secotldary eonWnment or weather resistanl enclosure.
General Study Requirements (EDSPM SectioD 4.03)
.1iI 0 Drainage study ....y~.J by a Professional Civil Engineer licensed in the state of Oregon.
o !ll-A eompIere drainage study, as required in EDSpM Section 4.03.1, including a hydrological study map.
..Ii 0 CalculatiOllll showing system oapacity for a 2-year storm e"ent and overflow effect> ora 25-ye~ Slorm e'Venl.
.. 0 ~ The time ofccm..ww":lln (Tc) sball be determined using a 10 minute start time for developed basins,_
Remll' ofDo'lO'llStrealll System (EDSPM SectiOD 4.03.4.C) -
o ~ downstream drainage analysis as descnoed io EDSPM Section 4.03.4,C. On-site drainage sbalIbe gOVeIlled by the
Oregon Plumbing Specialty Cod. (OPSe).
o I5iElevations of the aGL ""d flow lines for both city llIId pri"ate systems wbere applicable.
Design of storm Systellls (EDSFM Section 4.04)
jj 0 Floll' lines, slopes, rim elewtionS, pipe type and sizes clearly indicated on the plan set.
o ~UDl pipe cover sball be 18 inches for reinforced pipe and 36. incbes for pIain concrete aDd plastie pipe materials. or
proper engineering calculations shan be provided wben less. The cover sball be sufficient to ...,.."u.: an 80,000 lb load
. without faihire oflbe pipe struoture. .
o IitMlII01ing.."11" values for pipes shall be consistent with Table 4-1 of the EDSP. Ail storm pipes sball be designed to aclrleve
a minimum velocity of three (3) feel per second at 0.5 pipe full based on Table 4-1 as well. :,.
OtberiMise
II O;Existing and ".u,,__A contours, located at one foot interval Include spot elevations."d site.grade3 showing bow site drains
. 0 Private stormwater easements sbaIl be cleorly depicted on plans when private stormwatet tlows from one propen:Y to another
] BDryweUs sbaIl not ",eeive runoff from my surface wlo being treated by one or more BMPs, With the exception of residential
building roofs (EDSP Secliotl 3.03.4.A). Additional provisions apply to this as required by the DEQ. Eefer to the website:
www.dea_<Ia1e.orIL<lwol'l"'undwaluichmnt\Jlgn for more information.
o lBoetention ponds sball be desigDed to limit runoff to pre-d&velopment rates for the 2 through 25-year stOlIJ1 events
I
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!
I
oTItis 101"111 shall be inclu.ded as an at/I1.dzmart, Inside the front OO1ler, of the slonil.._ study
I *IHPORTA.N1': ENGJJVEER PLEASE BEAD BELOW.AND SIGN! I
A> the engineer of record, J horeby certilY the aho"e required items are
complete and included with the submi!tcd .~_._" ~". stUdy and plan set SignatUre
.Date.
Form Version 2: March 2004
Date Received: I/h ~p(
Planner:-AL ~ 'I"
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0< S':J \ "S \- CH ""'- ,
Known:
Pervious
Area = acres
Imoervious
% Imperv, = 100.00
Area =
Site
Area = 0,06 acres
w = 0.3333
Answer:
Maximum Design Flowrate =
T -
p-
eN =
eN=
Total Rain =
0.Q7
cfs
min,
in.
"
Storage =
Storage =
,",
Time Incr. =
.,'
I
0.00 cu, fl.
0,20 cu. fl.
10
min,
. 0.25=
0,25 =
Tc -
0.00 cu. fl.
0.04 cu, fl.
min.
.,
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 06-l88 Fou
. /37th
Comment: 411 Storm Pipe to Curb Inlet
Solve For Actual Depth
Given Input Data:
Dia~eter_.. .......
Slope. . . . . . . . . . . . .
Manning's n.......
Discharge...... ...
Computed Results:
Depth. . . . . . . . . . . . .
Velocity....... ...
Flow Area. . . . . . . ..
Critical Depth..:.
Critical Slope....
Percent Full. .....
Full-Capacity....;
QMAX @. 94D. . . . . . . .
FroJ,lde Number. .. :-.
0.33 ft
O.OlOO ft/ft'
o .OD
0.07 cfs
o . l4 ft
2.02 fps
0.03 sf
0.l5 ft
0.0085 ft/ft
42.60 %
-0-.l9 cfs
0.20 i:f~
l. 09 (flow is Supercriticall
Open Channel Flow Module, Version 3.42 (cl 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
DateJ Received' If ~ot
_ Planner: AL' I if.
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'.
WESTERN TITLE & ESCROW COMPANY OF LANE COUNTY
EUGENE OFFICE. 497 OAKW AY ROAD, SUITE 340. PO BOX 10960. Eugene, Oregon 97440. (541) 485-3588. FAX (541) 485-3597
SECOND SUPPLEMENTAL SUBDIVISION GUARANTEE
NATIONAL MORTGAGE STORE, INC.
ATTN:. LAURA FOUMAL
1750 W ASIllNGTON STREET
EUGENE, OR 97401
Report No: 50-0314906
Your No:-
Subdivider: LAURA FOUMAL
SUBDIVISION GUARANTEE
$200.00
GOVERNMENT SERVICE FEE
$50.00
Western Title & Escrow Company of Lane County
Guarantees
The Oregon RealEstate Commissioner, find an)'. Co~mty or City within which said supdivi~ion or p-roposed
subdivision is located.
That, according to the public'recards ~'hich impart constructive notice of mattei-~ affecting title to the
premises hereinafter referred to, we find:
Dated as of October 25,,2006 at 5:00 p.m., title is vested in:
LAURA FOUMAL
We also find the following apparent encumbrances, which includes "Blanket Encumbrancer as defined by
ORS 92.305 (1) and also easements, restrictive covenants and rights of \vay within a period often years
prior to the effective date hereof:
1. Unpaid taxes for the year 2006,2007
Original Amount: $1,009.03 DUE
Tax Lot No.: 1702314301400
Account No.: 0124071, Code 19-00
2. Deed of Trust to secure an indebtedness in the amount shown below, and any other obligations
secured thereby:
Amount: $132,210.00
Dated: August 21. 2006
Recorded: August 24, 2006
Document No.: 2006-061280, Official Records
Grantor: Laura A. Faumal
Trustee: Evergreen Land Title
Benefici31Y Mortgage Electronic Registration Systems, Inc. solely as nominee for
LoanCity, a California corporation
A1IN: 100058310019009754
Date Received: //:/,ftaJ/
Planner: AL '
Order No. 50-0314906
Page No. 2
NOTE: The guarantee does not provide affIrmative assurances as to the provisions of ORS 92.012-
92.190 which requires that any division of an existing parcel is a partition requiring governmental
approval.
\Ve have also searched OUi General Index for judgments and State a.."1d Federal1iens against the grantees
named ~bove and find:
NONE
The premises.are in Lane County. and are described as follows:
SEE ATTACHED EXHlllIT "A" attached hereto and made a part hereof,
This is not a report issued preliminary to the issuance of a Title Insurance Policy. OUf search is limited to
the time specified in this Guarantee and the use hereof is intended as an informational report only, to be
used in conjunction with-the development of real property.
Liability hereunder is limited t<? an aggregate sum of not to exceed $200.00.
NOTE: For questions concerning this Subdivision Guarantee, please contact Jerrilyn Egger at
(54]) 43137]0.. .
cc: ananda@branchenQ"ineerin2:.com
For copies.or'exceptions, please contact our Customer Se--rvice Department at (541) 284-8011 or emajI
your, req~estJo eu~ene@westerntitJe;com - . . '
Date, Received: / 11/. ~ ~t
Planner: AL 'j 0'
Order No. 50-0314906
Page No. 3
EXHIBIT "A"
The North 101.5 feet of Lot 8, Block 7, DOUGLAS GARDENS, as platted and recorded in Book 4,
Page 73, Lane County Oregon Plat Records, in Lane County. Oregon.
EXCEPT: (I) The East 45 feet thereof, and (2) the Westerly 25 feet as conveyed form Riley H. Hawkins,
et UX, to the City of Springfield, by Deed recorded June 17, 1975, Reception No.,75-24195, Lane County
Oregon Deed Records, i~ Lane County, Oregon.
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Division of Chief Deputy Clerk
Lane Counly Deeds and Records
ERIC M. GROHS
87 N. 9TH STREET
CRESWELL, OR 97426
Grantor', Name llnd Addnu
LAURA FOUMAL
1750 Washington st
Eugene, OR 97401
Grllull!l'!'S Name llIId Address
Afterrecontinl.retumto~
EVERGREEN LAND TITLE CO.
P,O. BOX 931
~PRINGFIELD, OR 97471
Until II clulnge is requerted,alI tax statements sllall be
~ent tn th... fOUD\\mg ftllilre&<. .
SAME AS GRANTEE
20~i.~oI219
'"1111111111111"111 1111111111111111111111111 "' $31,00
00837434200800612790020028
08/2412006 10:14:30 AM
CASHIER 08
RPR-DEED Cnl=l Sln=5
$10.00 $11.00 $10,00
TITLE NO. ELT-S1194
ESCROW NO. SPOG.l'346
T A.X ACCT. ~O. 0124071
MAP NO. 17...()2-31-43..o1400
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WARRANTY DEED - STATUTORY FdRM
(INDIVIDUAL OR CORPORATION)
KNOW AU MEN BY THESE PRESE,~7S, 1'Iwt ERIC M, GROHS, KIM C. GROHS, MICHAEL J. GROHS and
PEGGY J, GROHS
hereinafter called gramor, jor tile cOllsideroJioll hereinafter staled, /0 grantor paid by
LAURA FOUMAL
hereinafter called grantee, does hereby granl. bargain, sell and conrey untrJ the said gTOmee and grantee's heirs,
successors and assigns, that certain real properry, with tire tenements, hereditaments and appunetlallces thereulUo belonging
or appertaining, situated in the Counry oj lAN~ .and State oj Oregon, described asJollows, to.wu:
THE NORTH 101,5 FEET OF LOT 8, BLOCK 7, DOUGLAS GARDENS, AS PL-HTED AND
RECORDED IN BOOK 4. PAGE 73, LAl\'E COUNTY OREGON PLAT RECORDS, IN LAl'<'E
COUNTY, OREGON.
. EXCEPT (I) THE EAS1'45 FEET THEREOF, AND (2) THE WESTERLY 15 FEET AS _
. CONVEYED FROM RILEY H. HAWKINS, ET UX, TO THE CITY OF SPRINGFIELD, BY
'DEED RECORDED JUNE 17, 1975, RECEPTION NO: 75-24195, LANE COUNTY OREGON.
DEED RECORDS, IiHANE COUNTY;UREGON.' . ,-
To Have and to Hold the same unto the said grantee and grantee's heirs, successor! and assigns Jorel/er.
Alld said grantor hereby covenants to and with said gramer! and gmntee's heirs, successors and assigns, that grantor is
la....:fully sei:ed ill Jee simple of the obm'e gramed premises, free from all encumbralJces except
Except 2006.2007 real property taxes, a lim not yet due or pa)'able.
Subject to any alld all easements, reSlrictions and cOI'enants of record
and that gralltor will warranl and Jorel'er defend the said premises alld erery part alld parcel thereof agaim1 the lawful
claims alld demands of all persons whomsoever, except dIOse claiming under me above described encumbrances.
The true and actual consideration paid for this transfer, Slated in Un/IS of dollars, is $ 146,900.00.
*However, the actual consideration eOllsists oj or includes other property or value given or promised which is (the
whole/pan of the) consideration (indicate which).... (The sellleTlee between the symbols.... if not applicable .should be
deleted. See ORS 93.030.)
In construing this. deed and where the context so requires, the singular includes the plural and all grammatical changes
shall be implied to make the provisions hereof applJ' equally to corporations an~in~ividuals. f\ .-L.
III Witlless Whereof, the gralllar has executed this i1lstrument this ('f)?- day of 1-1: (:-trA( 1..~ .
20 rrn ; if a corporate gramor, it has caused its flame to be signed alld seal affixed b)' its office.rs. dul~lOri::.ed thereto
by-;;:J;;. oj us board oj directors,
BEfORE SICl';'ING OR ACCEPTING THIS INSTRLiME.".T. THE PERSOr-." TRANSFERRIl"G FEE TITLE SHOULD INQUIRE AllOtIT THE PERSQ:\"S
RIGHTS, IF Al"Y, UNDER CHAPTER 1, CREGO,," LAWS 200S (BALLOT J\.-IF~-\SURE 37 (2004)). THIS INSTRUME!\'T DOES NOT ALLOW USE
OF THE PROPERTY DESCRIBED J:-'- THIS INSTRIDIENT IN VIOLATIOI\ OF APPLICABLE LA.""D USE LAWS AND REGULATIO!\'S. BEFORE
SlG"~!\G OR ACCEPTI:-<G THIS I:\5TRUMENr, THE PERSON ACQUlRIKG FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE
APPROPRIATE CITY OR COUi\'TY PLANNIi'iG DEPARTMEI\'T TO VERU)" APPROVED USES,TO DETER..\.HNE A!\'1..LJ.MLTS ON LAWSUlTS
AGAINST FAR\1'I!\'G OR FOREST PRACTiCES AS IlEJ<1r-.1ID I).'" ORS 30.930 A1'\;0 INQUIRE ABOLT THE RIGIITS OF NEIGlffiORIl\'G PROPERTY
OWNERS U~ .-\..''Y t:i\"DER CHAPTER 1, OREGON LAWS 2005 (BAllOT MEASURE 37 (21104)).
~_..h /2_,~
ERIC M. GROHS
/-/.."A. (' ~~
td~l~OHS
47~)}~c~_.-/
MICHAELJ. GROHS'f-.../'
Date Received: II /7/:Jaot
Planner: AL ~-7
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PEGGY~"-'-- .
srATE OF OREGO~, COU!<I'Y OF ~ ,J!. ./
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I COMMISSION NO. 3U395
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iV~ ~O.Qb..;ER1CM. ~ROHS.KIMC.
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mission expires: h r) Vll J-1
V
THIS
GROHS,
Date Received:-#.,l.?d'6
Planner: AL
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SITE ASSESSMENT OF EXlSTNG COMXTIONS
TENT A TTVE LAND DMSJON PLAN AND
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FLOOD PLAIN
BASED ON FLOOD INSURANCE RATE MAP NO,
41039Cf/6/F THIS PROPERTY IS- OUTS/Of: THE 100
rEAR FLOOD lONE.
SOIL TYPES
ACco.r<OING TO THE SOILS SURVEY OP LANE
CDUNiY, T~ E)I1STING SOV_ IS (321 COBiJRG-URBAN
LAND COMPLEX. tHE HIGH WATER ,TABLE FOR
THIS son_ IS 1.5'-25'. ,
BECAUSE THE fXIST/NG RfSIDEN:E HAS B!:EN THERE
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'[iME OF TR.4 VEL ZONE
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Date r~eceived: !li~6
Planner: AL
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LEGEND
UTILITIES
PROPERTY LINE
EASEMENT LINE
CENTERLINE
EXISTING EDGE OF ASPHALT PAVING
PROPOSED EOG~ OF ASPHALT PAVING
EXISTING .CONCRETE CURB AND GUTTER
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
ALL UTl.ltiES TO BE PLACED UNDERGROUND.
STREET LIGHTS
NO Nell' STREET UGHTS ARE PROPOSED
STREET TREES
~XISTING STRr!T TREES WltL REMAIN.
OFF STREET PARKING
~ ...e:-';l
EXISTING SPOT ELEVA T70N
THE: PORTION OF PROPOSED PA VWG WITHIN
PARCEL I IS INTtN[)[O TO SERVE AS OFF
?tREET PARKING FOR PARCEL I.
OFF STREET PARKING FOR PARCEL 2
WILL BE PROvt>ED A T THE' TidE OF
E!LfLDWS CONSTR!JCTION.
x"'l:rJ~
PROPOSED S,I'OT ELEVATION
EXJSTWG WASTEWA TER SEWER LINE
EXISTING STORM SEW2R LINE
EXISTWG wt. TER LINE
EXISTING OVERHEAD POWER
PROPOSED WASTEWA TER SEWER LINE
PROPOSED STORM WA TER SEWER LINE (ASTM D~303..)
PROPOSED ROOF DRAIN (ASTM D-3034J
PROPOSED WA TER UNE
PROPOSED JOINT UTILITY TRENCH
MANHOLE
CA TCH BASIN
STREET LIGHT
POWER POLE
CUT AND FILL
NO SIUIWICANT CUT OR FILL IS PROPOSED
DRAINAGE
ROOF DRAINS 10 DISCHARGE TO STREET
TI-f?CJUGH WEEP HOI_ES IN EXTSTIN6 CURB.
AS SHOWfII ON THE PLAN.
DRIVEWAY R(JlJ OFF WILL aow TO AN
AREA DRAIN AND THtN WILL BE PIPED
PO THE' EXISTING CURB INLET ON
37tH ST.
WASTEWATER
TI-E EXISTING WASTEWATER CONNECTION
10 THE 8" SEWER ALONG 37TI-I ST, IS
ASSUMED TO BE A 4" PIPE. IF It IS 4"
A SECOND 4" LATERAL CONNECTiON WILL
BE REOUNED. F THE EXISTING
CO/KCTION IS A 6" PJ>E. BOTH PARcas
WU BE ABLE TO COMECT TO Ii. AND
A SECCJM) LA ieRAl WDN'T BE NECESSARY
THE II'ASTEWATE'R CONNECTIONS WILL BE
OUTSiDE OF THE T P.UE.
~
WA TER VAL VE
'9'
FIRE HYDRANT
[YJ
'NA TER METER
'NO PARKING - FIRE !..ANE" SIGN
EXISTING STREET TREE
AC PAVING
.;
.'_4j
AC PA VM; FOP. PROPOSEO ORWEll'/;, Y SHALL
SF: A w.!- OF "" n-K. AC OVER 12" THK.
I 1/2" Ml.1JS CRUSfrd/ ROCK.
EXISTiNG CONCRETE
EXISTING eUIL.DING
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SCALE' I ," = 20'
D~:IN I
DESIGNER I
CHECKED I
BY
PROJECT I
NUM8ER
SHEET NO,
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Date Heceived:~/7/":<"'"
Planner: AL
r
REGISTERED
PROFESSI:)NAL
LIl..ND SURVEYOR
~~
r.E",.23.'9Tt
EXPIRES' ~cemlll" 51.2007
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ARS
ARS
DB
06-188
2
2
SHi:ET(S)