Final Plat_Tanglewood SubdivisionTHE CITY OF Dubuque
T TR
D V L ~, All-AmericaCitY
_~
'r
M~ste~aiece on the M~ississip~i t, ~ ~~ ~~n
2007
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Final Plat of Tanglewood Subdivision
DATE: May 21, 2009
Planning Services Manager Laura Carstens is recommending approval of the final plat
of Tanglewood Subdivision subject to waiving lot frontage requirements for Lot A
(detention and recreational space), designating Lot B as non-buildable, waiving the
minimum private street pavement width standards from 26 feet to 22 feet, the cul-de-sac
maximum length standard from 1,300 feet to 2,300 feet, and prohibiting direct access
from Lot 1 to Old Davenport Road.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
l
M chael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Laura Carstens, Planning Services Manager
Dubuque
THE CITY OF
T-1_ _~ _ ._ .,,~ ~, AII~AmericaCity
Master iece on the Mississi i
p pp zoo?
TO: Michael C. Van Milligen, City Manager
FROM: Laura Carstens, Planning Services Manager(
SUBJECT: Final Plat of Tanglewood Subdivision
INTRODUCTION
The submitted final plat of Tanglewood Subdivision creates 22 single-family residential
lots with 10 acres of associated green space located off of Old Davenport Road in
Dubuque County within the City's two-mile jurisdiction.
DISCUSSION
The submitted final plat of Tanglewood Subdivision will create a 22-foot wide private
street, Tanglewood Drive, with access to Old Davenport Road. The City Council has
reviewed and approved the Preliminary Plat for Tanglewood Subdivision and approved
waiving the street width and cul-de-sac length minimum standards and lot frontage
requirement for Lot A (detention and recreational green space).
RECOMMENDATION
Staff recommends the submitted final plat for Tanglewood Subdivision be approved
subject to waiving lot frontage requirements for Lot A (detention and recreational
space), designating Lot B as non-buildable, waiving the minimum private street
pavement width standard from 26 feet to 22 feet, the cul-de-sac maximum length
standard from 1,300 feet to 2,300 feet and prohibiting direct access from Lot 1 to Old
Davenport Road.
cc: Gus Psihoyos, City Engineer
Dubuque
THE CTTY OF AI'AnwkzGtY
2007
Masterpiece on tlce Mississippi
Vicinity Map
Applicant: David Chapin/Steven Schmidt
Location: ®Id Davenport Road
Description: Final Plat, Dave Chapin
Development
Proposed Area to be Platted
~ ~' Cit Limits
-----i Y
DISCLAIMER: This Iniorrnabon was compiled using the
Dubuque Area Geographic Infortnatlon System (DAGIS), which
includes data created by 6olh the Clty of Dubuque and
Dubuque County. It is understood that, while the Cily of
Dubuque entl participating agendas ufillzed the most curtent
end accurate intortnatlon available, DAGIS antl its suppliers tlo
not warrant the accuracy ar currency of Ne In(ormatlon or tlate
contained herein. The Clty end participating agencies shall not
6e held liable for any tlirect, Indirect, Incidental, consequential,
punitive, or special damages, whether foreseeable or
unforoseeable, easing out of the au[honzed or unauthorized
use of this data or the Inability to use this date or out of any
hreach of wartenty whatsoever.
Provided by Dubuaue Countv GIS
1HE CITY OF
DUB E
Mustea~iece atz t)ze Mississippi
Dubuque "-
zoos
PLANNING APPlI~ATION FORM
Variance
^Conditional Use Permit
[]Appeal
^Special Exception
[]tjmited.Setback Waiver
Rezoning •
[]Planned District
~,~'Freliminary Plat
^Minor Final Plat
Text Amendment
^Simple Site Plan
^Minor Site Plan
Please type or arint legibly in ink
City of Dubuque
Planning Services Department
Dubuque, IA 52001-4864
Phone: 563-589-421D
fax: 563589=4221
Major Siteflan •~Cer<ificate of Ecflnomic Non-Viability
~$Major Final Plat ^Certificate of Appropriateness
^Simple Subdivision ^Historic Designatton
DAnnexation []Neighborhood Association
OTemporary Use' Fermin Other:
Property owner(s): David Chapin ~ Phone:815-777-3767
Address: 100 East North Street City: Scales Mound State: TT. Zip: hl (175
Fax Number: ~±i..5 ~- ~5~~-- yE~(~ ~ Cellular Number:815-297-3102 Email Address:
~;ppliea~/Agent: -Steve Schmidt, MSA Professional Services Phone: 815-777-9333
Address: 9567 US Rt. 20 West Cry; Galena
Fax Number: 815-777-3155
State: IL gip; 61036
Cellular Number:815-266-9724 E-mail Address: steves@msa=ps. com
Site location/address: SW •1/4 of Sec. 19, T88N, R3E and SE and SW 1/4 of Sec: 24j TRRN, RJR
Existing zoning: R-3 Proposed zoning: R-3 Historic District:
No
Landmark: No
Lega[ Description (Sidwel[ parcel IDS or lot number/Mock number/subdivision): 1524451001, 1524451002,
1524476002, 1619351005
Total property. (lot) area (square feet or acres): 85.1 Acres ~ '
Describe proposal and reason necessary (attach a letterof explanation,. if needed): creation of a residential
subdivision consisting of 47 homesites and 10 acres of green space with a wc,c,c~eri,~ural
CERTIFICATION: I/we, the undersigned, do hereby certify that: atmosphere .
1, It is the property~wner'sresponsibiiity to locate property lines and to checkyour abstract for easements and restrictive
covenants.
2. The information submitted herein is true and correct to the best of my/our knowledge and upon submittal becomes public
record;
3. Fees are not refundable and payment does not guarantee approval; and
4. All additional required written and graphic materials are attached.
Properly Owner(s): ~ Date• ~ - ~ - ~
Ap~plicant/Agent: Date: / - 3 0 - d ~
FOR OFFICE USE ONLY -APPLICATION SUBMITTA! CHECKLIST
`q ~
Fee: ~eceived by:.,.t ~~ Date~•[~'ocket:
^ Site/sketch plan^ Conceptual Development Plan ^Photo Plat
^ Improvement plans ^ Design review projecf description ^ Floor plan ^ Qther:
FINAL PLAT-TANGLEWOOD SUBDIVISION
DUBUQUE COUNTY, IOWA
CONSISTING OF LOT ONE OF LOT ONE OF LOT ONE OF IOTTWO OF THE WEST HALF OF THE
SOUTHWEST QUARTER OF SECTION 19 TOWNSIIP 88 NORTH RANGE THREE EAST OF THE
FIFTH PRINCIPAL MERIDIAN, AND LOT bNE OF LOT ONE OF LGT ONE OF THE SOUTHEAST
QUARTER OF THE SOUTHEAST QUARTER 10T20FL0T20F THE SOUTHEAST QUARTER OF THE
SOUTHEAST QUARTER LOT ONE OF THE BAST QUARTER OF THE SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTETS, LOT 1 OF LOT i OF THE WESTY.OF THE SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER LOT ONE OF THAT PART OF THE SOUTHEAST QUARTER OF SOUTHWEST
QUARTER LYING EASt OF THE PRESENT ESTABLISHED ROAD ALL OF SECTION 24. TOWNSHIP
88 NORTH, RANGE2 EAST OF THE FIFTH PRINCIPAL MERIOIAFI, IN DUBUQUE COUNTY, IOWA,
I I
I I / /
Z I LOT 1 OF 1 OF 1 OF I OF A W / VALLEY HTS // W
\ SPRING VALLEY HTS Z I / Z
LOT 1 LDT I I LOT 2 I J LOT 1 GF 1 N\ J / / J LOT IB
SPRING VALLEY His UE BIRD AC I BLUE = IOF 2 OF A S EET 5 SHEET 4.' VALLEY HTS
BIRD AL i QTB, ~ VgRINOC. HTG ' 1 F ~ / / F SHEET 3
SHEET , I ~ ~ // ,/
I VALLEY Hi ~ I \
I .~~m~x I ~e,~,xe I -LOi 1-2
v~ I \ ran I / // SEC S24 LOT 2 OF 1
awn I I \ N87' 2'52"E 1727.80' / W I/2. SW t/a
rmenxix m ~-LOT22 SESE SEG 19
,.a ..,. ~ ,~` ~~ O
' W N 87 5345' E .~ % ~ f ~ ~I ~ ~
`•'\\~ a $~. ~ 1ss.54 ~% _.« I ~ I ° ~ o~ `n`~u' x~ .a xM,.ax. ss'~-- r
,A i w .~=,- ~~9;,,, LOT D o 11 m
.a `~ d Ngw `% ], _ .~ ~" "Y~a a' ~~ ~`°'-_tae 390 ACRES 1 11' -~ G
i!•A0 1,32 j 7- d ~ PHASE ~ :. 2 "~ ~I~~SERE rNrTY~gN 111 ~~m Zp
rt ~ ~ ':5 n .xgp I 1~1
AMER SUB « "wk \'W- t.ur • 1 '. "' ;141 B
9s / /=T~ll' \ ~,~_.__,_~~1'G~F'w YOT \/ __ __ I 111 t2.&]S.F. NE
1 ,yW ~ L' \ ~ 11
~' ~~'"~" .%~°~~i~a'~ ~` .~`y-- a~ •- yea i? I - I `,, ,5 -1 _ !~I1~~"`:;'°
_`
~ ®/ 31.938 ALRES ^„ ~ / ~ ~ ) > ~ __ ~ 1 1~
~/ a '4C;, A' \ ti. 13, 14, 15 ~ -~' ! ~ x I~ ~ f
LOT 1 ~/ .F 5 \ BLK a ~ / `"`~Y• ~ ~ ~, r
KFaMER SVR ~ 4/« & } \AS \ ~ 54N t4 ~ 8, g ~ ~-- I "~~ ~ 24 "'2LK 1 ~ ii, gsf "~ 1111
/ ~'~ ~ V I eLK a / ~ ~""L~-'°_~"~~- x w ~ BLR t ~ ~ a sl .., zAl.i~l.
/ .4 ~ ' ~ BlK a ' 4. 5 ~ ~ 7 am " m ~` BlN t I ~ ~ BLK 1" 1 1
4+A ~ BLK 4 3 -~_.
~ // e I I ~ eLK 9 BLK 4 jlmz of zl ~ I 1 I A„21 wm
«// ~ HICKORYACRES aL~ 122 eLN Ft 22 ~ MSei ''+L^~t
------- s. DUAR1ER COR
EC.24, BBN, R]E
MORfl150N PL POINTOFSEGINNINO LOT 1 LOT 2
PEAKE ACRE PEAKE ACRES
LEGEND
® FOUND 0.50'ROD
4)m FOUND 0.50" ROD W/'5033" CAP
® FOUND 1"PIPE
8 FOUN01.25"PIPE
SET 0.75"REBAR W/YELLOW CAP'N0./4414"
GET MAG NAIL
BOUNDARY LINE
- - - RIGHT OF WAY LINE
_ _,,. ,.. PHASEIAREA•THIS PLAT
--------- AEUTTING SURVEY LINE
-•-~-~-~- BUILDING SETBACK LINE
--- --- UTILITY EASEMENTLINE '
--- --- E%ISTING EASEMENT LINE
~~ SECTION LINE
-•-~---•-- PROPOSED EASEMENTLINE ',
RAN RIGHT-OF-WAY ''....
~ CENTERLINE '
~j~"; : ~ ~17~ DRAINAGE-DETENTION EASEMENT
OWNER / SUBDIVIDER:
DAVID W. CHAPIN
100 E NORTH STREET
SCALES MOUND, IL 61075
SURVEYOR:
STEVEN J. SCHMIDT
MSAPROFESSIONAISERViCES,LNC.
9567 US RT 20 WEST, SUITE 104
GALENA, 1181036
ZONING:
EXISTING ZONING: R.3
PROPOSED ZONING: R-3
ACRES:
TOTAL: 85.3 ACRES
6.1 ACRES IN STREETS
(~ 5, ~~ ~ ~~ (yPPMalx L9tilll""„L..,,,liii~~~i"" wENFN1
~,~ P~I.,Y ~I'j L~3 I;~ ~~I I,~
I~.G~~I ! ~ ~_~ ~~
-/w~~---SEie~cxN~ -
TYPICAL LOT SETBACKS EASEMENTS
15'SIOE BUILDING SETBACK
0' REAR BUILDING SETBACK
. 30' FRONTBUILOINO SETBACK
5' SIDE UTIUlYEaSEMENT(COMMON LOTLINES)
10' SIDE UTILftt EASEMENL(NON COMMON LOTLINES)
t0' FRONT UTILITY EASEMENT
~ CC~~~~/G~~``IJ
' ~ MAY 1 9 2009 I
a~=
ae~
s ~dJ~
~~~
~R~
Y -,
~~a
DEO
°~m
4
0 180 300 800 m
S -
u
SCALE; 1'"300'(11xtT) S k E
PREPARED SYAND RETURN TO: i ~ t
STEVEN J. SCHMIDT
MSAPROFESSIONALSERYICES, INC.
9567 US RT. 20 WEST, SUITE 104
GALENA, IL61036
11111
AND
S,.ND F~L \ f
o°I y0i3tn~ '~di
LMD,:`mPa!,~ ~ ,
~ ~P9L,; i
STEVEN J. ~
SCHMIDT p;
WELL-SETBACKS
1 HEREBY CERTIFY THAT TRIG LAND SURVEYING OOCUM ENT WAS
PREPAREDANO THE RELATED SURVEY WOW(WAS PERFORMED BY ME
OR UNDER MY DIRU CTPER90NALSUPERVISIONANDTHATI MIAOULY
tl ENSED LAND ~ (R///E~~YOR~UfN(~O/E/R/T-M~E UWG OF THE STATE OF IOWA
~t~'!^fJ~MffG~ APRIl22. 1800
p19nnNr fmlo)
PftiN1EDORTYPED NAME: STEVEN J. SCHMIDT
LICENSE NUMBER:1M1a
MYLICENSE RENEWALDATEIS DECEMBER Ot, ]009
PAGES OR SHEETS COVERED BV THIS SEAL: iMt
Z
N~
Z Z
O NN o
i 8~
y ~o
6 ~_
Fq
88-2Ed
1 0([15
GUf1VE TABLE
CURVE
C1 ARC LENGTH
L=150.94' CNORO LENGTH
CLmt42.85' CHORD BEARING
CN=306.12'41^E RADIUS
R=132.00' DELTA ANGLE
D=65'30'54"
C2 Ls49.50' ClvgBAT CM•N 18.06.56^ W R=68.00' 0=41'42'24^
C3 Lv119.06' CLv112.15' CNmN 04'5196" W Rvt00.00' D=BBYS'O4^
C4 La87.01' CL=85.76' CN=N 19'48'2Y W Rc100.00' D=38'23'33^
CS L=7.40' CL=7.40' CH=N 79'41'59" E R=433,00' D=00'58'46"
CB Lv32.38' CL=32.35' CHmg 82'19'58^ W Rv433.00' 0=04Y6'S4"
C7
C8 Lv122.50'
Lv93.79' CL=122.09'
CLeg3.53• CHeg 87.25'20^ E
CHeg 8698N9^E R=433.00'
Rv367.00' 0=Y 6.12.34"
Dv14'38'32"
C9
C10
C11
C12 L=184.58'
Lv73.75'
1q 58.90'
1=64.68' CLey83A9'
CL•1J.75'
CLm158.01'
CLa64.62' CN=S 73'11.40^W
CN=361.1591^W
CH=572'40'54^W
CH=3 87'28'27^ W R•387.00•
Rvg33.00'
Rv433.00'
R=433.00' D=25'47.30^
Dv01.49N 2^
Om21'01'34^
Om08'33'32^
C13 Lv71.54' CLv71.50' CH=N 84'52'32^ W Rm606.00' D=06'44'30"
C14
C15
C16
C17
C18
C19
C20 Le36.07'
L=736.82'
L•23.08'
Lv49.51•
L•147,63'
Lv140.70'
l®57.93' CLv38.06'
CL=136.58'
CLv23.06'
CL=49A7'
CL.148.37'
CL=139.65'
CL=57.82' CHeN 79'48Y 9" W
CN=N 71'59.28^ W
CHeg 64'S0.4Y E
CN=588'09.56^E
CH=N 85.29'22' W
CN=N 86'21'30" W
CH=N 79'05'03" W Rv608.00'
R=641.00'
R=641.00'
R=326.00'
Rv326.00'
Rm333.00'
R®267,00' Dv03.23.56^
D=12'13.48^
0=02'03'41^
Do08'42'OB^
Dm25'S6'4S^
0=34'12.30"
D=12'25'56"
C21 1=127.28' CL=126.51' CH=N 74'21'01" W R®333,00' D=21'53'59"
C22 L=234.48' CL=197.16' CH=S 19'03'18" E R=117.00' D=114'49'38"
C23 L=103,31' CL=91.01' CH=S 63'46'32" E R®60.00' D®98'39'09"
C24 1=79.88' CL=74.11' CH=S 03'41'23" W R=60.00' 0=76'16'40"
C25 L=61.75' Cl®59.06' CH=S 71'18'42" W R=60.00' D=58'57'59"
C26 L=62.17' CL=59.43' CH=N 49'31'13" W R=60.00' Dm59'22'10"
C27 L=62,36' CL=62.06' CH=S 66'42'21" E R=183.00' D=19'31'32"
C28 L=125.04' CL=122.63' CH=N 37'22'05" W R=783.00' D®39'09'02"
C29 L=179.34' CL=772.25' CH=N 10'16'58" E R=783.00' D=56'09'05"
C30 1=12.65' CL=12.65' CH=S 47'42'44" E R=333.00' D=02'10'39"
C31 1=83.78' C1=77.14' CH=N 78'09'51" W R=60.00' D=80'00'26"
C32 L=Bfi,15' CL=78.94' CH=N 02'58'23" E R=60.00' D=82'16'03"
C33 L=133.72' CL=107.71' CH=S 72'02'46" E R=60,00' D=127'41'39"
C34 L=34.77' CL=34.75' CH=S 50'21'15" E R=267.00' D=07'27'42"
C35 L=145.46' CL=743.67' CH=S 69'47'34° E R=267,00' D=31'12'54"
C36
C37 L=72.26'
L•7.72• CL=72.71'
CIr7.72' CH=S 79'05'03° E
CH=N 73.41'45^ W R®333.00'
R=267.00' D=12'25'56"
0.01'39'20^
C39
C40 Le111.56'
L=134.49' CLv110.75'
CLc133.84' CH•N 86'2993^ W
CHcg 88'38'00" E R=267.00'
R=392.00' Dv13'ST27^
0=1898'29^
C41
C42 L•10259'
L4.96' CLv10229'
CL•4.96' CN•371'18'26^E
CH=384K1'25"E Rv982.00'
Rv575.00' 0.14.5999^
Os00'2999^
C43
C44 Ls135.50'
L=95.93' CL=135.18•
CLv95.80' CH=g 71'21'18^ E
CNv3 83'10.34^ E Rm575.00'
Rv542.00• Dv19.30.06"
0.10'08.26^
C45
C46
C47
C48
C49 Lvg,08'
Lv195A0'
Lm190A2'
La114.39•
Lv77.15' CLe8.08'
CLv192.6t'
CL•188.89'
CL=114.08'
CLe77.01' CH•S 88'43.08" E
GN•N 75.34'41^ E
CHeN 72'56'50^ E
CN•g 86'53'09^ E
CHv3 85'20'23^ E R=387.00'
Rv367.00'
Re433.00'
R=433.00'
R•367.00' D=00'58'45^
0.30.2794^
D=25'11'50^
D=15.08'12"
0.12'02'40^
CARVE TARLE
CURVE
C50 ARC LENGTH
L=60.39' CHORD LENGTH
C480.32• CHORD BEARING
GH=N 83.55'28" E RADIUS
R=367.00' DELTA ANGLE
D=09'25'41"
C51
C52
C53 Lvt38.34'
Lv87.09'
L=135.8}' CLv134.88'
CLv84.e1'
CL=132.11' CNvN 77'28'28^ E
CNmN 17'27'45^ E
CH=S 34'39'42° E R=178.00'
Rv1t2.00'
R=167.00' D=44'37'44^
Ovgq'33'70^
D=46'36'03"
C54 L=7.32' CL=7.32' CH=S 59'73'04" E R=167.00' D=02'30'40"
C55 L=78.29' CL=77.58' CH=N 73'54'16" W ft=167.00' D=26'51'43"
C56 L=72.29' CL=72.00' CH=N 78'26'50" W ft=233.00' D=17'46'35"
C57 L=42.99' C1=42,87' CH=N 76'55'59" W R=167.00' D=14'44'52"
C58 L=98.03' CL=67.48' CH=N 77'37'47" E R®60.00' D=93'36'36"
C59 L-74.54' CL=69.84' CH=N 19'58'26" W R=60.00' D®77'10'58"
C60 L=133.90' CL=107.80' CH=N 79'33'06" E R=60.00' D=727'52'08"
C61 L=69.85' CL=69.59' CH=S 78'08'52" E R=233.00' 0=17'10'38"
C62 1=51.81' CL=51.61' CH=S 78'26'50" E R=167.00' 0=17'46'35"
C63 L=179.45' CL=118.75' CH=S 72'38'56" E R=233.00' 0=29'22'24"
C64
C65
CBB L=191.74'
Lv138.41'
Leg7,04' CL=186.37'
CL=134.95'
CLv84.87' CH-S 34'23'16" E
CN=3 11'2T45^ W
CHcS 11'28.28^ W R=233.00'
R=178.00'
Rv112.00' D=47'08'55"
Dv4493'10^
Ov44'3t'44^
C67 L=28.92' CL®28.91' CH=N 49'23'06" W R=300.00' D=05'37'23"
C68 L=76.75' CL=16.75' CH=S 53'44'47" E R=300.00' D=03'11'58"
C69 L=15.55' C1=15.54' CH=N 56'49'50" W R=300.00' D®02'58'09"
C70 L=141.29' CL=139.99' CH=3 71'4E'27" E R=300.00' 0=26'59'07"'
C71
C72
C73 L=65.10'
Lv7.72'
1F128.30' CL®64.97'
CLv7.72'
CL=t25.3T CH=S 79'0.`,'03" E
CHv37396'1 T"E
-CM•g 86K4'07" E R=300.00'
Rc300.00'
Rm300.00' D=12'25'56"
0.01'28'25^
Dv24.07Y5^
C74 Lv123.18' CLm122.5T CHmg 88.38'00" E R=359.00' D=79.39'29^
C75 L.36.17' CLv36A5' CNvN 75'55'05^ W Rv359.00' D=05'46.22^
C78
C77
C78
679
C80 Lm57.75'
1v14.71'
4-136.94'
L•30.57'
Lv6730' CLm57.69'
CLvt4.7t'
CL=138.85•
CLv34.57'
CL•67.18' CN=388'25'23^E
CHv36490.2T•E
CNv571'39.11"E
CH=N 79'49'41" W
CHeg 84.53'55" E Rv359.00'
R=608.00'
R=608.00'
R.575.00'
R=575.00• De09Y3'03^
Da01'29'1t^
Dv12'S448^
Da03'26'42^
D=06.41'44^
C81 Lv15.21' CLv15.21' CMvN 89'20'OT W R=400.00' D=02Y0'4t^
C82
C83
C84
C85
C86 L=40A7'
L•156A4'
Lv175.91•
Ln105.67'
Lv102.18' Cle40A5'
CLv155.15•
CL•174.50'
CLv105.3T
CL•101.90' CHcN 88'40'37^E
CNmN 72'35'44" E
CMmN 72'58.50^ E
CN=3 86.53'09^ E
CN=S 8698'09" E Rm400.00'
Ra400.00'
R=400.00'
R.400.00'
R=400.00' Dm05'47'49"
Dv22'2t'S7^
D=25'11'50^
D=15'08'12^
Dat498.11^
C87 L=10.98' CLm10.98' CH=N 85'15'34" E R=400.00' D=01'34.22"
C88
C89
C90 L=29.89'
Lv6.85'
Lc112.e9' CLv29.89'
CL=6.85'
CLs109.ee' CHeN 82'18'56• E
CMeN 79'42'02^ E
CN=N 1T28'28^ E R=400.00'
Rvg00.00'
Rv145.00' b=04.16.54^
DSv00'S8.59^
Dv44'31'44"
C91 1=112.75' CLv109.93' CNvN 11.27'45^ E Rc145.00' Oc44.33'10"
C92 L=151.52' CL=147,93' CH=N 36'17'50" W R=200.00' D=43'24'29"
C93 L=707.60' CL®106.31' CH=N 71'55'23" W R=200,00' D=30'49'29"
C94 L=62.05' C1=67.80' CH=S 78'26'50" E R®200.00' 0=17'46'35"
C95 L=106,49' CL®105.24' CH=N 84'48'46" W R=200.00' D=30'30'27"
C96 L=747.00' CL=147.79' CH=S 10'16"58" W R=750.00' D=56'09'05"
C97 1=102.50' CL=100.51' CH=N 37'22'05" W R=150.00' D®39'09'02"
C98
C89 L=51.12'
Lv 13.18' CL=50.87'
CLm 13.19' CH=S 66'42'21" E
CH=3 3.48'48^ E R=150.00'
Rs 200.00' D=19'31'32"
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DATA FOR FUTURE LOTS
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70(15
SlJl3®IVISION STAFF REPORT
Zoning Agenda: May 11, 2009
Project Name: Final Plat of Tanglewood Subdivision
Property Owner: David Chapin/Steven Schmidt
Applicant: David Chapin/Steven Schmidt
Number of Lots: 22 Density Allowed: 1/acre
Acreage in R.O.W: N/A Commonly owned lots: 2
Total Area: 85 acres Sanitary Sewer: Septic
In City: No Water: 4 Wells
In 2-Mile Area: Yes Storm Sewer: No
Flood Plain: No Existing Street Access: Yes
Proposed Land Use: Residential Proposed Zoning: N/A
Existing Land Use: Vacant/Wooded Existing Zoning: County R-3
Adjacent Land Use: North - Residential/Vacant Adjacent Zoning: North -County R-2
East - Vacant/Agricultural East -County R-2
South - Residential/Vacant South -County R-3
West - Vacant/Conservancy West -County C-1
Physical Characteristics: The proposed subdivision is approximately 85 acres in area;
1,000 feet wide and approximately 2,300 feet deep with approximately 750 feet of
frontage along Old Davenport Road. A ridge that slopes downhill to the north runs
along the south side of the subject property. The subject property currently is heavily
wooded.
Proposed Phasing: Phase 1 includes 22 building lots and one additional lot for
detention area.
Previous Conditions of Zoning or Plats: None.
Dedication of Open Space or Public Amenities: There is approximately 10 acres (Lot
A) of property on the north side of the proposed subdivision that will serve as
recreational greenspace and detention area. There also is a small 12,000 square foot
lot (Lot B) at the entrance of the subdivision that serves as an entry sign easement.
Proposed Streets and Grades: The applicant is proposing a new street to be named
Tanglewood Drive, which will have a 66 foot roadway easement and will eventually
terminate in a cul-de-sac. The proposed roadway will have a 22 foot pavement width.
The slope of the street will comply with City of Dubuque standards for maximum
grades. However, the street pavement will not comply with the City's 26 foot minimum
private street width requirement and the cul-de-sac, being approximately 2,300 feet
long, will exceed the 1300 foot maximum length requirement. The City Council
Subdivision Staff Report -Final Plat of Tanglewood Subdivision Page 2
reviewed the preliminary plat at their February 6, 2009 meeting and approved subject to
waiving the pavement width (22 feet) the 50 foot lot frontage requirement for Lot A and
cul-de-sac maximum length requirement.
Recommended Motion: Motion to approve the Final Plat of Tanglewood Subdivision
subject to waiving lot frontage requirement for Lot A (detention and recreational space),
designating Lot B as non-buildable, waiving the minimum pavement width standard
from 26 feet to 22 feet and the maximum cul-de-sac length standard from 1,300 feet to
2,300 feet and prohibiting direct access from Lot 1 to Old Davenport Road.
Conformance with Comprehensive Plan: The subject property is designated on the
City's Future Land Use Map as rural density residential. The property also is identified
in the Fringe Area Development Policy as a secondary growth area.
Impact of Request on:
Utilities: The subdivision will be served by private septic systems for each lot and 9
shared private wells for water service.
Traffic Patterns: The proposed subdivision will have a single access taken from
Old Davenport Road. The subdivision will be served by a new private street that, at
22 feet of pavement width, will be substandard in terms of City's 26 foot private
street standard. The proposed street will meet County standards in terms of
paving thickness and base stone. IDOT 2005 traffic counts indicate 1,200 vehicle
trips per day along Old Davenport Road just north of the proposed subdivision
access and 580 vehicle trips per day along Old Davenport Road just south of the
proposed subdivision access. The access to the subdivision is approximately 2
miles south of Old Davenport Road's intersection with Highway 151/61. A single-
familysubdivision of this size, when fully developed, will generate approximately
500 vehicle trips per day.
Public Services: Existing public services are adequate to serve the site.
Environment: Staff does not anticipate any adverse impact to the environment
provided adequate erosion control is provided during all phases of development
and that the septic systems and private wells are installed and maintained in
compliance with the County and State standards. The subdivision will also provide
a detention area.
Adjacent Properties: Staff anticipates that the most likely impact to adjacent
properties will be an increase in the number of vehicle trips along Old Davenport
Road. Most adjacent properties either are vacant or are a part of large lot
residential developments.
Subdivision Staff Report -Final Plat of Tanglewood Subdivision Page 3
Recommended Conditions on Plat: None
Staff Analysis: The submitted Final Plat of Tanglewood Subdivision subdivides
approximately 85 acres into 22 building lots (Lots 1-22) and two common area lots (Lot
A and B). The proposed subdivision is located in Dubuque County within 2 miles of the
City of Dubuque and approximately two miles south of the intersection of Highway
151/61 and Old Davenport Road, which is aCounty-maintained road.
The proposed Final Plat of Tanglewood Subdivision will be served by a new private
street with a 66 foot right-of-way easement and 22 feet of pavement. There is a
minimum of 26 feet of pavement required by City standards for private streets;.
therefore, the proposed street will be substandard regarding pavement width. The right-
of-way width and pavement thickness will be built to City and County standards.
When completed, Phase 1 of Tanglewood Drive will be approximately 2,300 feet long;
in excess of the 1,300 foot maximum cul-de-sac length mandated by City Engineering
standards. Both phases of the subdivision will, however, have only 47 single-family
building lots which is below the 50 lot maximum allowed by City Engineering standards
for a single access. The City Council waived the cul-de-sac maximum length standard
for the preliminary plat.
The proposed subdivision is within a secondary growth area established in the City's
fringe area development policy. The requirements in the secondary growth area are the
streets to be built to the City's street standards in terms of width, which the applicant
has not complied with. The applicant will also provide the necessary easements for
extension of City utilities to serve the lots within the subdivision. These utility
easements would be utilized if the subdivision is annexed to the City. The proposed
private street will be maintained by an association established for the subdivision. The
individual lots will be served by 4 shared wells for water and each lot will have its own
septic system.
Lot 1 and Lot B are double-frontage lots. Lot B is dedicated for an entry sign easement
and, at 12,000 square feet in area, is non-buildable because of County septic system
minimum lot size requirements. Lot 1, while having frontage along Old Davenport
Road, is accessed from a 33 foot easement to Tanglewood Drive. Section 42-19b
specifically allows double-frontage lots if one of the frontages is along an arterial street
without access rights. Staff believes that restricting access from Lot 1 to Old Davenport
Road will insure substantial compliance with the. intent of Section 42-19(b).
Lots A and Lot B are common lots. Lot A is approximately 10 acres in area and will
serve as a recreational green space and detention area for the entire subdivision. Lot A
is a "flag lot" and is joined to Tanglewood Drive by a 20 foot wide access between Lots
17 and 18. Because Lot A will serve as the detention area and recreational green
space a 20 foot maintenance vehicle and pedestrian access should be adequate. City
subdivision regulations prohibit lots with less than 50 feet of frontage. The City Council
waived the lot frontage requirement for Lot A on the preliminary plat.
Subdivision Staff Report -Final Plat of Tanglewood Subdivision Page 4
Planning staff recommends that the City Council review the Final Plat of Tanglewood
Subdivision Phase 1 and recommend approval of the final plat subject to waiving lot
frontage requirements for Lot A (detention and recreational space), designating Lot B
as non-buildable, waiving the minimum private street pavement width standard from 26
feet to 22 feet, and the cul-de-sac maximum length standard from 1,300 feet to 2,300
feet and prohibiting direct access from Lot 1 to Old Davenport Road.
Prepared by: ~ ~Lr Reviewed:e<~2'UJ~(~ Date: ~ ~~%y
Prepared by: Laura Carstens, City Planner Address: City Hall, 50 W. 13th St. Phone: 589-4210
Return to: Jeanne Schneider, City Clerk Address: City hall, 50 W. 13 St. Phone: 589-4121
RESOLUTION NO. 171 -09
RESOLUTION APPROVING THE FINAL PLAT OF TANGELWOOD
SUBDIVISION IN DUBUQUE COUNTY, IOWA
Whereas, there has been filed with the City Clerk a final plat of Tangelwood
Subdivision; and
Whereas, the Final Plat of Tangelwood Subdivision provides 20 feet of frontage
for Lot A, where 50 feet is required, that the maximum cul-de-sac length of 1,300 feet is
waived to allow Tangelwood Drive to be 2,300 feet in length, that the private street
pavement width of 26 feet is waived to allow 22 feet of paving, that Lot B is labeled as
non-buildable except for construction of a subdivision identification sign; and
Whereas, the preliminary plat has been examined by the Zoning Advisory
Commission and has its approval endorsed thereon; and
Whereas, said final plat has been examined by the City Council and they find
that it conforms to the statutes and ordinances relating thereto.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
Section 1. That the City Council hereby waives Article IV, Design and
Improvement Standards of the Subdivision Regulations, except Section 42-19, Blocks
and Lots.
Section 2. The Final Plat Tangelwood Subdivision provides 20 feet of frontage
for Lot A, where 50 feet is required, that the maximum cul-de-sac length of 1,300 feet is
waived to allow Tangelwood Drive to be 2,300 feet in length, that the private street
pavement width of 26 feet is waived to allow 22 feet of paving, that Lot B is labeled as
non-buildable except for construction of a subdivision identification sign; and that
access to Old Davenport Road is prohibited for Lot 1.
Tangelwood Subdivision
Page 2
Section 3. That the Final Plat of Tangelwood Subdivision is hereby approved
and the Mayor and City Clerk are hereby authorized and directed to endorse the
approval of the City of Dubuque, Iowa, upon said final plat, provided the owners of said
property herein named, execute their written acceptance hereto attached agreeing:
a) To construct street improvements in accordance with improvement plans
approved by Dubuque County and certified upon completion by a
professional engineer licensed by the State of Iowa.
b) To maintain the street improvements constructed as part of Tangelwood
Subdivision until such time as a homeowners association is formed and is
responsible for maintenance of the same.
Section 4. That in the event David Chapin fails to execute the acceptance
within 180 days after the date of this Resolution, the provisions hereof shall be null and
void and the approval of the plat shall not be effective.
Passed, approved and adopted this 1st day of June, 2009.
Attest:
Jeanne F. Schneider, City Clerk
Joyce E. Connors, Mayor Pro-Tem
ACCEPTANCE OF RESOLUTION NO. -09
I, the undersigned, David Chapin, having read the terms and conditions of the
Resolution No. -09 and being familiarwith the conditions thereof, hereby accept
this same and agree to the conditions required therein.
Dated in Dubuque, Iowa this day of 2009.
gy
David Chapin