HomeMy WebLinkAboutAtt 1 (2) ITEM # 15
DATE: 09-11-18
COUNCIL ACTION FORM
SUBJECT: PLAT OF SURVEY FOR 2800, 2820, 2902 AND 2920 EAST 13TH
STREET
BACKGROUND:
The City's subdivision regulations are found in Chapter 23 of the Ames Municipal Code.
These regulations include the process for creating or modifying property boundaries and
for determining if any improvements are required in conjunction with the platting of
property. The regulations also describe the process for combining existing platted lots or
adjusting the boundary lines of existing tracts. Section 23.308 allows the use of a plat of
survey for a boundary line adjustment.
This plat of survey is a boundary line adjustment that consolidates two previously
platted parcels, and two unplatted parcels into a new Parcel "L" (see Attachment C —
Proposed Plat of Survey). Parcel "A" (2902 E. 13th Street) previously owned by Doolittle Oil
Company, Inc. was established in 1992, and Parcel "F" (2800 E. 13th Street), currently
occupied by the Danfoss facilities, was created through the recording of a plat of survey in
1998. The site is access by a shared driveway off of E. 13th Street.
The property owner has plans to make changes to the current site improvements that will
involve all four existing parcels. It is necessary to consolidate Parcel "A", Parcel "F",
and the two unplatted parcels into a new Parcel "L", to establish a valid lot of
record, prior to issuance of a building permit for additional development.
Parcels "A" and "F" are zoned as GI (General Industrial). The unplatted parcels at 2820
and 2920 E. 13th Street are presently zoned as A (Agricultural). It is understood that the
boundary of the zoning districts are not changed with the Plat of Survey. Rezoning
of the land area at 2820 and 2920 E. 13t Street will be necessary for any
improvements related to industrial uses.
Easements exist for sanitary sewer, water main, access, ingress/egress and a joint
driveway easement, as shown on the proposed plat of survey. No additional easements
are needed at this time. Additional easements may be needed, prior to approval of a
Minor Site Development Plan for future site improvements.
Approval of a Plat of Survey requires conformance to all standards of the Zoning
Ordinance and the Subdivision Code. Proposed Parcel "L" meets all standards with the
exception of installation of a sidewalk along the East 13th Street frontage. Boundary line
adjustments do not trigger additional infrastructure improvements, unless partial
infrastructure improvements exist and are required to be extended across a property. No
public sidewalk exists on the subject properties. Therefore, no improvements are required
with the plat of survey.
1
Approval of this plat of survey will allow the applicant to prepare the official plat of survey
and submit it to the Planning and Housing Director for review. The Director will sign the
plat of survey confirming that it fully conforms to all conditions of approval. The prepared
plat of survey may then be signed by the surveyor, who will submit it for recording in the
office of the Story County Recorder.
ALTERNATIVES:
1 . The City Council can approve the proposed plat of survey consistent with the standards
of Chapter 23 for approval of a boundary line adjustment.
2. The City Council can deny the proposed plat of survey if the City Council finds that the
requirements for plats of survey for design and improvements as described in Section
23.308 have not been satisfied or indicates the need for a rezoning of 2820 and 2920
E. 13th to General Industrial prior to merging the parcels.
3. The City Council can refer this back to staff and/or the owner for additional information.
CITY MANAGER'S RECOMMENDED ACTION:
Staff has determined that the proposed plat of survey satisfies all Code requirements for
the proposed boundary line adjustment and has made a preliminary decision of approval.
Staff has determined that the proposed plat of survey does not trigger City infrastructure
requirements as defined within the Subdivision Code.
Therefore, it is the recommendation of the City Manager that the City Council accept
Alternative #1, thereby adopting the resolution approving the proposed plat of
survey.
2
ADDENDUM
PLAT OF SURVEY FOR 2800/2820/2902/2920 EAST 13TH STREET
Application for a proposed plat of survey has been submitted for:
❑ Conveyance parcel (per Section 23.307)
® Boundary line adjustment (per Section 23.309)
❑ Re-plat to correct error (per Section 23.310)
❑ Auditor's plat (per Code of Iowa Section 354.15)
Owner: SUSA HOLDING OF STORY COUNTY INC
Parcel ID: 1006100040 (2800 E. 13" St.)
1006100120 (2820 E. 13t" St.)
1006100205 (2902 E. 13t" St.)
1006100210 (2902 E. 13t" St.)
Legal Description: See Attachment D- Proposed Plat of Survey (Legal Description)
Public Improvements:
The preliminary decision of the Planning Director finds that approval requires all public
improvements associated with and required for the proposed plat of survey be:
❑ Installed prior to creation and recordation of the official plat of survey and
prior to issuance of zoning or building permits.
❑ Delayed, subject to an improvement guarantee as described in Section
23.409.
® Not Applicable.
Note: The official plat of survey is not recognized as a binding plat of survey for permitting
purposes until a copy of the signed and recorded plat of survey is filed with the Ames City
Clerk's office and a digital image in Adobe PDF format has been submitted to the Planning
& Housing Department.
3
ATTACHMENT A: LOCATION &ZONING MAP
V,h
p�o
�32U E_13th St 2942 E 13#h Stt s
Ir
Al
2840 E i 3#h St
r
i
a - l
Ag4cultuf s l Zane"A",se c 2S,tOD)
High wsy-Ofiented Comme4dal Zemt°H0C"isec 29.SO4�
."7 Planned Re L-nal Cammwaal Zone"PRC"#sec 29105)
G—eatl Industrial Zone"GI"' sec 29.901)
Flarrmed lnbu;t iel Zane"PI"!sec 25.1302b
Location & Zoning Map
l 2800/2820/2902/2920 E.18th St.
0 115 2230 460 690
Feet
....Em7........
4
ATTACHMENT B: SKETCH OF EXISTING BOUNDARIES
SKETCH OF EX35TiNC5 PAR.GEL5
NN CORNER
SEC 6 83-23
FOUND x CDT ON CORNER E. 13TH STREET (ROW VARIES)
IN CONCRETE E. 97 RODS
(57A 36Af+S6.f) Wf/2 SEC. 6 569'26�ffi"_N 3044.08'
9W 19'E N1/4 CORER
105.00, �• -N89'25'13"E S'EC. 6-83-23
S90'32'62•E �$ 70,00• FOUND SURVEY
., 120.36' N09'25'13'E S67'30136'E Say'30'30'E MARKER 27.2•
280.69' r 220.60' 764
. SA7'00'24'E E. OF I-35
NW CORNER-� AC ESS-' --- 1 Ty 2
PARCEL E w eASE+t Nis PARCEL A v,
EX TRACT g EX. TRAC
8 w 68744.30 S.G. $ 77148.51 S.F. 'A 51151'30 S.P.
1.58 ACRES 3.77 ACRES ry 1.35 ACRES ✓�, I
ry B.
;02p E 13TH ST, 2908 E. 13TH ST. 2920 E. 1100 8T.
g p10 1D00100120 PSO 1006100206 PID 1008100Z10
92P.l0' 342. 0'
290.
PARCEIMER �• N89?8'13•E 9A2.70•
589 26 13'N / SE CORNER c�
219.0 J PARCEL EL E
30 WIDE I
N
G
R
ES
S/
DRIVEWAY WIDE JOINT EGRESS EASEMENT
(SL 38, PG 11 .—.
TK 102. PG 502) q�P
i Wv9
i c 4? ff
x
g
� I
' I
PARCEL F
o 2246429.96 S.F. I
i - 51.57 ACRES 4
2800 E. 13TH ST. ,
PID 1006100040 w
i I
in !
10' WATER MAIN N
EASEMENT
I
PouNo 'K' IN TOP
Of RON RAIL
573'38'03"E DF
PARCEL CORNE9_y1; .,. _K 450_ _1
T 1 TY EA EMENi
t0__iLEI:TP�.OW i2g6.61' ..
S62
""�.�CENTERLIt4-
IN
GRAPHIC SCALE
o� +14.aa1sK 0 200 400 600
5
ATTACHMENT C: PROPOSED PLAT OF SURVEY
PLAT OF 150R\/Ey
LOCATIM IN THE M42 SECTION 6-e3-23. CITY
OF AMES, TbflY COUNTY, IOWA
PROPRIETOR SMA HOLDING OF STORY COUNTY, INC.
REQUESTED BY: FOX ENSINEERING
StavEYOR R. BRADLEY STL*6O. FES#17M fittwo 6 ASSOCIATES LAND SUJAYEYINS
P.O. box 1554
ANES. 1A 50010
5 15-233-3689
I?DM FN ..r An
FOLM 'X' Ckff NW CORNER E. 13TH STREET OM VARIES)
IN CONCRt rE L/Fspr J49TA, I841+ .1) a
f91 RWFJ NEI�4 CC OR
120.36- �El S67'30'38 E 375 53- OUND 5
NW iv. 1 FER
115,
pApxEL F,
W WOO, ACCEtS
EASEWNT
E.,R V: ;-�,
—W�7IyE u .43 Ml
00
p
Se 7
PARCEL 'R to s lim,
...........
IS OORNM A CAM se.EQ E.EEW.T
909*26,131w- PARCEL E I
IV
ICE INGRE er,,F t
60' h I;�j� T� L 30 T�
Ii0.48
1Safi0," �Z EASEMENT 5ENEN
DiEl"E.Av EASE,
(BK 152� PG WZ) RON 50/04�7
w 01 CUM M510
Sg
O
164
al EWS-
PARCEL L T a.M
2450955.05 S.F.
56.27 ACRES
is' iTl
IT. TA,
C2610' WATER A,. 1
EASEMENT Ili
FOUND
OF AO"RAIL .sa
Slo'WE OF
.fit'
GRAPHIC SCALE 1".200
An
0.F !�82: RES "W�&Z6W CAP CAlp7037
..FM - CUT TOP OF POW RAIL
X:CUT 'X IN CONCRETE 0 200 400 600
0•SET t/� T REBAR NJ YELLOW CAP 417161
Arab c this land UPV*Yi.2 O."Nont was v#pared And
Y 'artify that
dbytap or Under.
th r.latu au-v— -4 polio—d
5TUM50 4 ASSOGIATE-5 *, that ,
LAND 5WVEYI�* ru,.—*Y-u.0-the Is"of the st.1t:.111-1.11111.4 prol...i:,nll Lend
17181
5A0 S.17TH STREET,WTE 1402 R — Data:
Af4:-,,10KA 50010 i ONU"y ff"a'a L'Coned
PH.515-233-a684 -FAX 515-255-4405 It A.randual data is C*c..b-31. 2*19
Job#14241P5 Oat.: 7/27115 Flaldwrk Desolated; T/QP/tO E!Z!_tof 2
6
ATTACHMENT D: PROPOSED PLAT OF SURVEY (LEGAL DESCRIPTION)
Job 14241 PS
Page 2 of 2
Survey Description-Parcel V:
Parcel A,as shown on the Plat of Survey filed in Book 10,Page 261,Parcel E,as shown on the Plat of Survey filed in
Book 15,Page 52,Parcel E,as shown on the Plat of Survey filed in Book 15,Page 183,and part of the Northwest Quarter
lying south of East 13"'Street and west of Ramp C of U.S.Interstate Highway#35,all as described in a Correction
Warranty Deed filed at inst.No.97-09270 and in a Warranty Deed filed at Inst.No.97-10345,all in the West Half of
Section 6,Township 83 North,Range 23 West of the 5h P.M.,City of Ames,Story County,Iowa,and all together being
described as follows:Commencing at the North Quarter Comer of said Section 6;thence S89"26'13"W,1600.50 feet
along the north line of said Section 6 to the Northwest Comer of the East 97 Rods of the West Half of said Section 6;
thence S00"29'19"E,105.00 feet to the Northeast Corner of said Parcel E,said point being on the south right of way line
of E.13th Street and the point of beginning;thence following said right of way line S00°29'19"E,60.00 feet;thence
N89°26'13"E,40.00 feet;thence N00°2919"W,60.00 feet;thence N89"26'13"E,450.46 feet;thence S87"30'36"E,375.53
feet to the westerly right of way line of Ramp'C'of U.S.Interstate Highway#35:thence following said line S47"00'24"E,
125.30 feet;thence S35"18'43"E,168.76 feet;thence S34°41'04"E,256.50 feet to the beginning of a curve;thence
southerly,404.12 feet along said curve having a radius of 1086.00 feet,concave to the west,a central angle of 21"19'15"
and being subtended by a chord which bears S19"33'07"E,401.79 feet;thence S01"22'39W,223.47 feet;thence
SO4"30'13"W,836.40 feet to the north line of the Union Pacific Railroad;thence S82"05'59"W,1258.61 feet along said
line to the west line of said East 97 Rods of the West Half of Section 6;thence N00"29'19"W,1789.64 feet along said line
to the Southeast Corner of said Parcel E;thence following the boundary thereof S89"26'13"W,119.48 feet;thence
N00°39'19"W,269.78 feet;thence S88°12'52"E,120.36 feet to the point of beginning,containing 56.27 acres.
The Ames City Council approved this Plat of Survey on ,2018,with Resolution No.
I certify that it conforms to all conditions for approval.
Planning and Housing Director
7