HomeMy WebLinkAboutA001 - Council Action Form dated June 25, 2024 ITEM#: 46
DATE: 06-25-24
DEPT: P&H
COUNCIL ACTION FORM
SUBJECT: MAJOR FINAL PLAT FOR THE BLUFFS AT DANKBAR FARMS
SUBDIVISION SECOND ADDITION
BACKGROUND:
Friedrich Land Development Company, LLC is requesting approval of a Final Plat for The Bluffs at
Dankbar Farms, Second Addition, a Major Subdivision that would create 15 lots for single family
homes. The site is located along Cameron School Road just west of GW Carver. It is part of the larger
Bluffs at Dankbar Farms Subdivision encompassing 87.19 acres (see Attachment A & B — Location
Map & Proposed Final Plat). A Final Plat for The Bluffs at Dankbar Farms First Addition, consisting of
only outlots, was approved in January of 2023. In May 2023 a Preliminary Plat with a PRD Masterplan
was approved for a total of 150 lots and other development.
The Second Addition creates Lots 1-15 for single family detached housing and 6 Outlots (A, B, C, D,
XX and WW) for various purposes, including stormwater treatment, detention, open space, greenbelt
preservation, pedestrian access and future development. Cameron School Road will have right-of-way
dedicated in Lot B. Cameron School Road will be the sole means of access to the Second Addition of
the Bluffs at Dankbar Farms at this time. The lots in the proposed Second Addition of The Bluffs at
Dankbar Farms will be directly served by two residential streets which are Erickson Avenue and
Erickson Lane being dedicated in Lot A. Erickson Avenue will connect the Second Addition directly to
Cameron School Road. Future Plats will include extension of the street network as approved by the
PRD Phasing Plan.
With approval of Preliminary Plat last year, the City Council waived in its entirety the requirement for
sidewalk installation west of Erickson Avenue along Cameron School Road due to topographic
conditions and lack of future development planned to the west. However, City Council did not waive
installation to the east but did decide to allow the developer to request future deferral of sidewalk
installation east of Erickson Avenue along Cameron School Road with a future Final Plat. The
developer is requesting a deferral of sidewalk installation, east of Erickson Avenue along
Cameron School Road in conjunction with this Final Plat as sidewalk installation would otherwise
be required within three years of approval of the plat (See attachment Q.
Per Section 23.103 of the Ames Subdivision Code, City Council may grant a waiver or extended
deferral to address timing of development improvements. The Developer is requesting the deferral of
sidewalk installation to a future date beyond the standards three years deferral process. The sidewalk
segment is now planned to be constructed along Cameron School Road in the right-of-way (Exhibit E).
The improvement plan showing the future sidewalk has been reviewed by staff and is accepted as a
feasible location. Although not specifically called out in the Public Improvement Agreement, sidewalks
in general are part of the proposed financial security. The full release of the security for this addition
will be dependent on its construction, unless otherwise approved by Council. With a deferral of
sidewalk installation, the City would reserve the ability to require installation of sidewalk at a later date,
but in any event, staff believes the sidewalk will be constructed no later than the final addition related to
the Domani component of the PRD Plan.
1
The Preliminary Plat planned for a Greenbelt Easement to protect trees and create a resource protection
area along the southwest portion of the subdivision for preservation woodland area. This Easement is
being created with this Final Plat. The Greenbelt easement will protect the existing trees and maintain
environmental resources within the Easement.
Public Improvements have been secured for in the amount of $378,134.02 for remaining Public
Improvements to be completed as part of this Addition which include street lighting, erosion control,
pedestrian ramps, sidewalks, stormwater management, manhole adjustments and conservation
management. A Letter of Credit has been received for the amount and a breakdown of items related to
the Public Improvements has been reviewed and approved by Staff.
ALTERNATIVES:
1. The City Council can approve:
a. The Final Plat of The Bluffs at Dankbar Farms Second Addition, based upon the findings that the
Final Plat conforms to relevant and applicable design standards, ordinances,policies, and plans
b. The signed Agreement for Public Improvements and Agreement for Sidewalk and Street Trees
with financial security
c. A deferral of sidewalk installation to a later date as determined by Council, but in no event later
the last phase of the Domani PRD
2. City Council can approve the Final Plat for the Second Addition of the Bluffs at Dankbar Farms and
require installation of sidewalk east of Erickson Avenue in conjunction with this Final Plat within three
years as is typically required.
3. City Council can deny the Final Plat for the Second Addition of the Bluffs at Dankbar Farms if it
believes the proposed Plat does not meet the City's subdivision standards in Chapter 23.
4. City Council can defer action on this item for 30 days and request more information from Staff or
the Applicant.
CITY MANAGER'S RECOMMENDED ACTION:
City Staff has reviewed the proposed Final Plat for The Bluffs at Dankbar Farms Second Addition and
determined that the Plat meets the City's Subdivision Standards and is consistent with teh PRD Phasing
Plan. The requested sidewalk deferral from the Developer can be found to be justifiable based upon the
nature of the Cameron School Road right-of-way and undeveloped nature of the area at this time. Plans
for construction of the sidewalk in the future have been received and reviewed. The City will require
installation of the sidewalk in the future, but no later than the final phase of the Domani PRD within the
Bluffs at Dankbar Farms Subdivision. Therefore, it is the recommendation of the City Manager that the
City Council act in accordance with Alternative#1.
ATTACHMENT(S):
Attachment A- Bluffs at Dankbar Farms Subdivision Location Map.pdf
Attachment B-The Bluffs at Dankbar Farms Second Addition Final Plat.pdf
Attachment C- Sidewalk Deferral Request.pdf
Attachment D- Applicable Laws and Policies Pertaining to Final Plat Approval.pdf
Attachment E- The Bluffs - Sidewalk Cross Section Cameron School Road.pdf
2
s
—CAMEROMSCHOOL--RD
CAMERON-SCHOOL--RD4
i
S7Sr tr
Bluffs at Dankbar Farms Second Addition
W
Q
W
U
C�
O
{ W
C9.
w r-
Q
F-
N
w
w
>
w
w
a
Q
vBARCELOS ST W
IL
U
Q _
Z W
y
The Bluffs at Dankbar Farms Subdivision
Legend
PARCELS
STREET LABELS-ALL @ 50000FT
------ Private
- - - ISU Road
City Road
N County Secondary
County Hwy
State Hwy
US Hwy
US Interstate Hwy 3
INDEX LEGEND
LOCATION ALL OF OUTLOT'YY',THE BLUFFS AT DANKBAR FARMS,
FIRST ADDITION,CITY OF AMES,STORY COUNTY,IOWA
REQUESTOR: DANKBAR MEUNCH DEVELOPMENT
FRIEDRICH LAND DEVELOPMENT CO.,LLC.
PROPRIETOR: 100 6TH ST.
AMES,IA 50010
NOT PART OF
SURVEYOR: LUKE D.AHRENS,P.L.S.#24413 THIS PLAT
NOT PAR
THIS PLAT
SURVEYOR COMPANY: BOLTON&MENK,INC. CAMERON SCHOOL ROAD-R.O.W.VARIES �TL nT t f
T 1 Lit F -
LUKE D.AHRENS,BOLTON&MENK,INC. D
RETURN TO: O� `
1519 BALTIMORE DR.,AMES,IA 50010(515)-233-6100 O g QPe iT
S�� . s S��
z FOR RECORDER USE ONLY
LEGEND: FOUND 1/2" REBAR WITH YELLOW PLASTIC
0 CAP#6586(UNLESS OTHERWISE NOTED) r°5oe,s OG
O SET 1/2"x 24" REBAR WITH PINK PLASTIC CAP#24413 CURVE TABLE
(UNLESS OTHERWISE NOTED) oJ.� CURVE# LENGTH RADIUS DELTA CH LENGTH CH BEARING
❑ SET 5/8" REBAR WITH PINK PLASTIC CAP#24413 '9
�'�pc�F1\•ya C1 32.09' 242.50' 7°35' 32.07' N3°31'51"W'
♦ FOUND SECTION CORNER(AS NOTED) ti\a'o
ti C2 32.35' 127.50' 14°32' 32.26' N7°00'26"W'
(R) RECORDED DIMENSION PS�o Qd5 �o�ti\aa Q3 W
LD. INSIDE DIAMETER C3 43.11' 242.50' 10°11' 43.05' N12°24'53"W'
o �
X - - FENCE IN PLACE OJ�P�o p�O OUTLOT FWW' �S�QPQ�p 3 C4 46.60' 127.50' 20°57' 46.34' N24°44'46"W'
P.U.E. PUBLIC UTILITY EASEMENT
�� z C5 10.58' 242.50' 2°30' 10.58' N18°45'24"W'
LEGAL DESCRIPTION:
OUTLOT'YY',THE BLUFFS AT DANKBAR FARMS,FIRST ADDITION,CITY OF AMES, , , a C6 48.23' 72.50' 38°07' 47.35' N18°47'S5"W'
STORY COUNTY,IOWA OUTLOT XX
C7 58.60' 242.50' 13°51' 58.46' N26°55'45"W'
NOTES:
o C8 15.79' 242.50' 3°44' 15.79' N35°43'04"W'
1. THIS SURVEY MEETS OR EXCEEDS IOWA CODE 355.
2. THIS SURVEY IS SUBJECT TO EASEMENTS APPARENT OR OF RECORD. = C9 48.23' 72.50' 38°07' 47.35' N18°47'55"W'
3. BEARINGS SHOWN ARE IOWA STATE PLANE NORTH,US SURVEY FOOT. - a
4. TOTAL AREA OF ADDITION=87.19 ACRES OR 3,798,204.9 SQ FT. �+ 3 C10 22.24' 127.50' 10°00' 22.21' N32°51'38"W'
S. SOIL BORINGS ARE REQUIRED IN AREAS WITHIN THIS PLAT WHICH HAVE BEEN
IDENTIFIED BY THE CITY OF AMES AS HAVING SOILS THAT MAKE CONSTRUCTION OF _ oG��Pao`PP��� C11 14.27' 102.50' 7°59' 948.07' S85°45'07"E'
BUILDINGS DIFFICULT. S6S�p�Q\SQ
6. LOT'A'AND LOT'B'TO BE DEDICATED TO THE CITY OF AMES FOR STREET PURPOSES. C12 56.44' 102.50' 31°33' 357.29' S65°59'27"E'
7. OUTLOT'A',OUTLOT'B',OUTLOT'C',AND OUTLOT'D'ARE RESERVED FOR STORM 'Na C13 50.86' 102.50' 28°26' 356.49' S36°00'05"E'
SEWER,S.W.F.E.,P.U.E.,AND PEDESTRIAN EASEMENTS COVERING THE ENTIRETY OF a5�av o y
THE LOT. y41 ti° j� �o< ovr
8. SEE SHEETS 2 THROUGH 5 FOR MORE DETAIL.
C14 74.61' 47.50' 90°00' 67.18' S44°44'23"E'
C15 39.44' 102.50' 22°03' 245.29' S10°45'46"E'
LINE TABLE LINE TABLE z
OUTLOT FDA ¢ C16 137.79' 212.50' 37°09' 377.99' S67°19'35"E'
LINE# LENGTH BEARING LINE# LENGTH BEARING
�
o C17 107.80' 212.50' 29°04' 368.68' S34°13'01"E'
L1 6.76' N37°51'28"W L10 40.00' NO°15'37"E w L '
�I C18 73.97' 212.50' 19°57' 709.65' S9°42'42"E'
OSSTREET-55'R.O.W.
L2 6.76' N37°51'28"W L11 0.47' SO°15'37"W 4LBARCEL
I�L3 1.90, NO°15'37"E L12 67.80' N89°44'23"W
L4 13.52' N37°51'28"W L13 52.00' N89°44'23"W
L5 37.78' S89°44'23"E L14 52.00' N89°44'23"W /
L6 12.32' SO°15'37"W L15 250.90' SO°09'30"E 'Ire
re paredeby by
and
thislelatedand surveyinglwork
was -
preparedbymeandtherelatedfieldworkwasperformed FINAL PLAT THE BLUFFS AT DANKBAR FARMS SECOND ADDITION
by me or under my direct personal supervision and that I
L7 50.00' SO°26'28"W L16 245.57' N89°45'30"W ® r�` SSIONq�������i� am a duly licensed Land Surveyor under the laws of the
� ..�cg2o�' State of Iowa ALL OF OUTLOT YY, THE BLUFFS AT DANKBAR FARMS, FIRST ADDITION, CITY OF AMES, STORY COUNTY, IOWA
L8 40.00' NO°15'37"E L17 35.81' N66°41'09"W 30
H i LUKE D. LUKE D.AHRENS L.S. SHEET
=zs AHRENS s<_
L9 40.00' NO°15'37"E L18 58.70' S86°17'38"W 24413 LICENSE NUMBER 24413 DATE: BOLTON 1
,/J O 1519 BALTIMORE DRIVE
0 200 400 11;'gip iV,J 1P � gGEMY IS OR SHEETSCENSE yCOVEAL DRED BY THIS SEAL:ATE IS 31/2025 (515)2 3561000 OF
HORZ. ° & MENK 5
SCALE FEET PAGES 1 THROUGH 5
OO
H:\FRIEREIA_PR\OA3126833\CAD\C3D\FIGR-126833-THE BLUFFS,SECONDADDITION FINAL PLAT.DWG 6/14/20248:37 AM JOB NUMBER:OA3.126833 4
NE CORNER
NW1/4 SE1/4
CAMERON SCHOOL ROAD - R.O.W. VARIES SEC.20,T84N, R24W
FOUND HEX HEAD BOLT
N 89°44'23"W 687.25'
FOUND 1/2"REBAR WITH N 89°44'23"W LOT 'B' 33' EXISTING R.O.W. IN EASEMENT N o
\ YELLOW PLASTIC CAP _ 50' o
STATION=14+23.30 55.00' — —
34375 SQ FT 0
L11 0
80.49' N 89°44'23"W z
N 89°44'23"W N 89°44'23"W 115.00' S1.00'z L12 L13 L14 N 89°44'23"W 214.48'
-1 cy) r^ 00 w g u- C-76 OUTLOT 'C'
\ 10'P.U.E. i m a v~i V) b o o c" STORM SEWER, P.U.E.,
\ LOT 1 I H oU o Ln
00 � z � �z � S.W.F.E., &
8301 SQ FT O O w a � w �Z dZ PEDESTRIAN EASEMENT
\ (� 5233 ERICKSON AVENUE I n Z J O O LOT 12 35843 SQ FT
N ur) oZS z - LOT 15 N Y N Y
S 89°44'23" E 116.96' I �L 0 w LL' 7729 SQ FT m Q 00 w m O m w m 11035 SQ FT z EXISTI�'
\ w c-I 5138 ERICKSON LANE J J o 5126 ERICKSON LANE 0G2 o RIGHT-OF
Q § Q c:) 0 o �ti3 JAMISG
LOT 2 � m N vi Lu 10'P.U.E. � rq
W
\ 6381SQFT L4 e _ __
® 5225 ERICKSON AVENUE __ j
S 89°44'23"E S 89°44'23" E
S 89°43'45" E 131.35' \ !t L2 67.80' 52.00' L5 1 C12� ��ti LOT 11 NJ
0
V \ STATION=50+65.76 `N 89°44'23"W 1 .05'
LOT A � 8907 SQ FT
ERICKSON LANE \ 5122 ERICKSON LANE
HORZ.0 30 60 \ LOT 3 10'P.U.E. `0�'\ON STATION=50+95.54 S 89°44'23" E 28.50' -\ �3
SCALE FEET 6911 SQ FT STATION=12+69.92 N, ti11•
5221 ERICKSON AVENUE L3 S 89°44'23" E 89°44'23"
67.00' 62.08'
N 89°44'23"W 124.27' ,, ———— ————— 00
mod' - C1 THE WEST LINE OF THE
f, o 0 0 0` 10'P.U.E. \Q \ n� LOT 10 NE1/4 OF THE SE1/4
LOT 4 I o o I o q Ls 7853 SQ FT
N 00°15'37" E 6041 SQ FT °p LNr1 -1 rI \ I 5118 ERICKSON LANE SEC.20 84 24
5117 ERICKSON AVENUE O
39.22 S 89°44'23"E 115.00' _ui I I 1-4 S 00°15'37"W
LOT 6 - LOT 7 LOT 8 J 16.32' FOUND 1/2" REBAR
ry m
7571 SQ FT `o 7015 SQ FT "' 8104 SQ FT N 89°44'23"W 110.00'
Lu w H I 5137 ERICKSON LANE 5131 ERICKSON LANE 5123 ERICKSON LANE O M -
LE) I;. o Imo, �1 L0T9 "
o Ln
LOT 5 Ln o z o a o a L 5720 SQ FT oN � N 89°39'45"W 275.48'
00 Eli o 7130 SQ FT o Lo f 10'P.U.E. I O O Ln I 5114ERICKS0NLANE n 00 23.76' OUTLOT'C'
�p O 5113 ERICKSON AVENUE 0 N N
z z S 89°44'23" E 89°44'23"E S 89°44'23" E S 89'42'21'E 546.05'
o S 89°44'23"E 115.00' 67.70 0' 62.08' 76.00, N 89°4423 W 110.00,
Lnz
S15'37"W 8.00' cH O
W STATION=54+68.80 -1 O
N 89°44'36"
55.00' STATION=11+20.81 N 89°01'58" E �
55.01'
Lu
Ln
n O N
M `'O pO
cni N O W
M V) F
o N S 89°44'23"E
z 19.07'
FOUND 1/2"REBAR WITH
YELLOW PLASTIC CAP
HEET SHEETS FINAL PLAT - THE BLUFFS AT DANKBAR FARMS, SECOND ADDITION
ar ALL OF OUTLOT'YY', THE BLUFFS AT DANKBAR FARMS, FIRST ADDITION, CITY OF AMES, STORY COUNTY, IOWA
THE BLUFFS
SHEET 3 SHEET
BO LTO N 1519 O DRIVE 2
AMES MES,IA IA 5000010
& M E N K (515)233-6100 OF
5
o SHEET 4
H:\FRIEREIA_PR\OA1126833\CAD\C3D\FIGR-126833-THE BLUFFS,SECOND ADDITION FINALPLAT.DWG 6/14/20248:37AM JOB NUMBER:OA3.126833 5
NW CORNER NOT PART OFF—THIS PLAT NE CORNER FOUND CUT NOT PART OF
NW1/4 SE1/4 NW1/4 SE1/4 NE CORNER NE1/4 SE1/4
SEC.20,T84N,R24W THIS PLAT SEC.20,T84N,R24W
FOUND 5/8"REBAR CAMERON SC OOL ROAD - SEC.20,T84N,R24W FOUND 1/2" REBAR WITH
FOUND HEX HEAD BOLT N 89°42'18"W 25.00'
N 89°44'23"W 623.94' R.O.W. VARIES N 89°42'16"W 521.04' N 89°42'18"W 55.00' YELLOW PLASTIC CAP
N 89°44'23"W 687.25' _ #16747
� � N 00°09'30"W 50.01'-- _ S 89°42'16" E 730.69' - -
FOU D 1/2"REBAR WITH __ _ - R.O.W.IN FEE BOOK 196,PAGE 224
c^ FOUND
PLASTIC CA� FOUND REBAR 5.00' -
o EXISTING 10' -------
o OUTH OF NORTH o -
p RIGHT-OF-WAY -
LL_ �, �� \ \ 1/2"REBAR o
0 F- o PSG ,�O \ - - - JAMISON SD -U w I I
QP�\P� m FOUND 1/2"LID
- qp��0 J p
d
FOUND PIPE
1/2" REBAR 4O A
L16 C z V
O ~ FOUND 1/2" I.D. oo OUTLOT'C' o
FOUND 1" I.D.PIPE N o
PIPE iD _ S 89°42'28"E 546.05'
a S 89°50'40"W 325.37" �1 j o m o FOUND 1/2" o // o 0o zoo
co) L18 o Lin REBAR WITH / HORZ.
w OUTLOT 'A' �� N o cn S 89°44'23"E YELLOW � /// I I EXISTING 60'RIGHT-OF-WAY w SCALE FEET
Q 9° 0 19.07' 1 1 1 1
p p _ PLASTIC CAP o //
hJ0 _LLnn o STORM SEWER, P.U.E.,�� z S 89°47'34"E 115.00' EXISTING 16.5' // I Q
V S.W.F.E., & PEDESTRIAN 9,, DRAIN EASEMENT o // I I >
o EASEMENT-312472 SQ FT / BOOK 179, EXISTING v'
'zd6 PAGE 281 1 /�� SEPTIC DRAIN EASEMENT
L20 �O. FOUND 1/2" S 79°39'S6"W 52.90' / BOOK 112,PAGE 605 0
REBAR WITH / I I
YELLOW PLASTIC N 89°46'17"W 319.78' N 89°44'23"W 391.10' Lu
z r' N 00°15'37" E
w CAP io _ v I I
FOUND 1/2"REBAR � �' o v 106.85' /
Lu �O �� OL rn N 00°09'30"W / w
w Q� �1' N/� N 138.66' / >
II / I I Q
.� �r�0'�
�'o° (�. j 1 /4, o I I Q w
Quj
Zo �9 \J Q, o'o . ��, OUTLOT 'WW' //u u I I O \ \P >
m o z W , s° 1 // •� �'� tx Q oc
1
N } m 9iz ,�yM(o�0� ��, (RESERVED FOR // I I P� 5 ��• \� Q
Q z o� SL213 �6� ��Qti� S 7'0'38"E `��� FUTURE USE) Q �` O� �` z
z w z W �, Q� 392802 SQ FT // 19 I I �Q'lC,�•�� 0
Z) w _ 'V L L / 0 00 1 V
0 = 0 \ OUTLOT YY 9� 1 1 / M o 5 P z
�� THE BLUFFS AT DAKBARFARMS, /// w i Q z
\�\ FIRST ADDITION Q Q
1 / / 00 O
"' S BIZ \ L" / / o o 'y' EXISTING 50 GAS Q�
o �\ -GREENWAYPROTECTIONEASEMENT OUTLOT 'XX' o /// z zzn I EASEMENT Lu
QPQ\P
N o o\\� (RESERVED FOR FUTURE USE) o N 1 1 /// I I REBAR BAR WITH
\ 1733749 SQ FT z / `" N I YELLOW PLASTIC CAP O
V)
II / u
N 89°39'38" E 1310.15' / u I S 89°14'47" E 1310.47'
20° o�\�� S 89°14'47" E 421.54' S 89°14'47" E 1310.47'
�9 NW CORNER SE1/4 SE1/4
SW COR ER 19,, \ SEC.20,T84N,R24W S 89°14'47"E
NW1/4 SE 4 -G \ FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP#6586 60.14' S 89°14'47"E 55.00' SE CORNER
SEC.20,T84 ,R24W errs \ GREENWAY EASEMENT POINT OF COMMENCEMENT FOUND 1/2" REBAR NE1/4 SE1/4
FOUND 3/8" EBAR I� \ N:3487541.49 WITH YELLOW PLASTIC
SE IN CONCRETE \ E:4876670.84 CAP INDECIPHERABLE OUNDBMAG NAIL
PROTECTION F
2 _SHEETS FINAL PLAT - THE BLUFFS AT DANKBAR FARMS, SECOND ADDITION
EASEMENT POINT OF r
COMMENCEMENT ALL OF OUTLOT'YY', THE BLUFFS AT DANKBAR FARMS, FIRST ADDITION, CITY OF AMES, STORY COUNTY, IOWA
FTHE BLUFFS
SHEET 3 SHEET
BO LTO N 1519 BALTIMORE DRIVE 3
AMES,IA 50010
& M E N K (515)233-6100 OF
5
o SHEET 4
H:\FRIEREIA_PR\OA1126833\CAD\C3D\FIGR-126833-THE BLUFFS,SECOND ADDITION FINALPLAT.DWG 6/14/20248:37AM JOB NUMBER:OA3.126833 6
FOUND 1/2 REBA
// o 0
GREENWAY PROTECTION Lu 5Z�11 �\ "' z 0 —�1 EXISTING 50'GAS
EASEMENT - w �\ OUTLOT 'XX' Co // z EASEMENT
POINT O GINNING = r in
� c., � � // I I FOUND 1/2"
OC N o\ (RESERVED FOR FUTURE USE) o N // REBAR WITH
'` \, O \ 1733749 SQ FT z // N N I I YELLOW PLASTIC CAP
N
5 N 89°39'38"E 1310.15' u S 89°14'47" E 1310.47'
�O°,9, NW CORNER SE1/4 SE1/4 S 89°14'47"E 421.54' S 89°14'47" E 1310.4 I 71,
� � \ '
SW COR ER j9,, \G! SEC.20,T84N,R24W S 89°14'47"E STATION=415+43.75
NW1/4 SE 4 �G \�F2 FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP#6586 60.14' S 89°14'47" 5E 5.00' SE CORNER
SEC.20,T84 ,R24W `psr \LG GREENWAY EASEMENT POINT OF COMMENCEMENT FOUND 1/2" REBAR NE1/4 SE1/4
FOUND 3/8" EBAR s1� \9A N:3487541.49 WITH YELLOW PLASTIC
IN CONCRETE \gyp E:4876670.84 0 CAP INDECIPHERABLE SEC.20,T84N, R24W
FOUND MAG NAIL
GREENWAY N 40°29'19"W 60.00' 0o N:3487524.25
PROTECTION r' v_ E:4877981.20
° W
EASEMENT POINT F `p\i o2 p0 ,y0 rn J �
COMMENCEMENT S \�9s 3'�p �� •, �J\\ Q
90
s�o� �J�\PLO �- I O
°a\\ S 89°52'04"W 15.00' — //un
Lu
w
-o)s\\
0 100 200 O �' �N ,c�
�, \\ I Q
H°RZ. SCALE FEET A A N 45°05'51" E N\ LINE TABLE w - O
Y 43.38' H
m \ L^ LINE# LENGTH BEARING Q
z—SL203 00 Q J
SL202 o SL200 225.81' S25°02'25"E I U d c/)
z
' ' R1�s, \\SL201 m SL201 60.96i S37o09i05;iE I O O
OUTLOT D \ a o SL202 81.04 S58 5124E V' z
QPQ�P STORM SEWER, P.U.E., \ A `° SL2o3 58.90' S49°19'00"E 2
S.W.F.E., & PEDESTRIAN & \�a N_ N
EASE MENT-1137936 SQ FT °o � Q
\ SL204 88.34' S12°45'49"E
Lu
pOO \\ 21.19' �n SL205 113.35' S34°30'06"E
,o GREENWAY o
PROTECTION 00
ASEMENT POINT SL206 100.21' S36°48'10"E \ �I
z O
OF BEGINNING SL207 100.58' S46°38'31"E (wu
S 89°52'04"W 136.84' SL208 403.09' S33°23'43"E \
SL209 104.64' S23°21'43"E
SW CORNER SW1/4 SE1/4 CORNER SE1/4 SE1/4
SEC.20,T84N,R24W SL210 144.67' S14°17'58"E
SEC.20,T84N,R24W FOUND 1/2" REBAR WITH YELLO LASTIC CAP#6586
FOUND 1/2"REBAR WITH SL211 129.39 S70°35'03"E
Y LOW PLASTIC CAP#6586 S 89°58'2 'E 1309.52'
SL212 157.29' S47°25'17"E
SL213 51.77' S77°58'26"E / �I
SHEET2 _SHEETS FINAL PLAT - THE BLUFFS AT DANKBAR FARMS, SECOND ADDITION
ALL OF OUTLOT'YY', THE BLUFFS AT DANKBAR FARMS, FIRST ADDITION, CITY OF AMES, STORY COUNTY, IOWA
THE BLUFFS
SHEET 3 SHEET
BO LTO N 1519 BALTIMORE DRIVE 4
AMES,IA 50010
& M E N K (515)233-6100 OF
5
o SHEET 4
H:\FRIEREIA_PR\OA1126833\CAD\C3D\FIGR-126833-THE BLUFFS,SECOND ADDITION FINAL PLAT.D W G 6/14/2024 8:37 AM JOB NUMBER:OA3.126833
10'GAS PIPELINE EASEMENT
BOOK 168,PAGE 140 CAMERON SCHOOL ROAD - R.O.W. VARIES
------------
----------
5'GAS PIPELINE EASEMENT
BOOK 196,PAGE 117
_ R.O.W. IN FEE
BOOK 179,PAGE 281 REGULATING STATION BUILDING BOOK 196,PAGE 224
T —— BOOK 298,PAGE 187 30'XENIA EASEMENT
INST.#96-09
I
V)
5'GAS PIPELINE EASEMENT -------- uI
BOOK 181,PAGE 183
GAS AND DRAIN EASEMENT
NO WIDTH IDENTIFIED I I
BOOK 112,PAGE 605 I I ci
I I �
I I '
I I �
II II
I I Q
I I �
I I
I I �
Lu
I I Q
I I Lu
I I z
I I O
I I (D
I I z
I I =
Q
Lu
O
CW.7
SHEET2 _SHEETS FINAL PLAT - THE BLUFFS AT DANKBAR FARMS, SECOND ADDITION
- ALL OF OUTLOT'YY', THE BLUFFS AT DANKBAR FARMS, FIRST ADDITION, CITY OF AMES, STORY COUNTY, IOWA
THE BLUFFS
® 0 30 60
Hoaz. SHEET 3 SHEET
SCALE FEET BO LTO N
s 1519 BALTIMORE DRIVE 5
Y 50010
& M E N K AMES,IA-6100
, (515)233-6100 of
5
o SHEET 4
H:\FRIEREIA_PR\OA3126833\CAD\C3D\FIGR-126833-THE BLUFFS,SECOND ADDITION FINALPLAT.DWG 6/14/20248:37AM JOB NUMBER:OA3.126833 8
BO LTO N 1519 Baltimore Drive
Ames, IA 50010-8783
t & MENK
Ph: (515) 233-6100
Real People. Real Solutions. Fax: (5151 233-4430
Bolton-Menk.com
June 17, 2024
Ames Mayor and City Council
RE: The Bluffs—2nd Addition
Sidewalk Deferral Request
Dear Mayor and City Council.
I am writing on behalf of Friedrich Development to formally request the deferment of the sidewalk
installation east of Erickson as part of the 2nd Addition final plat.This request aligns with discussions
held during the approval of the preliminary plat at the City council meeting.
Sincerely,
Bolton &Menk, Inc.
Principal Engineer
H:\FRIEREIA_PR\OA1126833\3_Design\C_Reports\Sidewalk Deferment Request.docx
Bolton&Menk is an equal opportunity employer.
9
Applicable Laws and Policies Pertaining to Final Plat Approval
Adopted laws and policies applicable to this case file include,but are not limited to,the following:
Ames Municipal Code Section 23.302
(10) City Council Action on Final Plat for Major Subdivision:
(a) All proposed subdivision plats shall be submitted to the City Council forreview and approval.
Upon receipt of any Final Plat forwarded to it for review and approval,the City Council shall examine the Application
Form,the Final Plat,any comments,recommendations or reports examined or made by the Department of Planning and
Housing,and such other information as it deems necessary or reasonable to consider.
(b) Based upon such examination, the City Council shall ascertain whether the Final Plat
conforms to relevant and applicable design and improvement standards in these Regulations, to other City ordinances
and standards, to the City's Land Use Policy Plan and to the City's other duly adopted plans.
(c) The City Council may:
(i) deny any subdivision where the reasonably anticipated impact of such subdivision
will create such a burden on existing public improvements or such a need for new public improvements that the area of
the City affected by such impact will be unable to conform to level of service standards set forth in the Land Use Policy
Plan or other capital project or growth management plan of the City until such time that the City upgrades such public
improvements in accordance with schedules set forth in such plans;or,
(ii) approve any subdivision subject to the condition that the Applicant contribute to so
much of such upgrade of public improvements as the need for such upgrade is directly and proportionately attributable
to such impact as determined at the sole discretion of the City. The terms,conditions and amortization schedule for such
contribution may be incorporated within an Improvement Agreement as set forth in Section 23.304 of the Regulations.
(d) Prior to granting approval of a major subdivision Final Plat,the City Council may permit the
plat to be divided into two or more sections and may impose such conditions upon approval of each section as it deems
necessary to assure orderly development of the subdivision.
(e) Following such examination, and within 60 days of the Applicant's filing of the complete
Application for Final Plat Approval of a Major Subdivision with the Department of Planning and Housing, the City
Council shall approve,approve subject to conditions,or disapprove the Application for Final Plat Approval of a Major
Subdivision. The City Council shall set forth its reasons for disapproving any Application or for conditioning its
approval of any Application in its official records and shall provide a written copy of such reasons to the developer. The
City Council shall pass a resolution accepting the Final Plat for any Application that it approves.
(Ord. No. 3524, 5-25-99)
Ames Municipal Code Section. 23.103. WAIVER/MODIFICATION.
(1) Where, in the case of a particular subdivision, it can be shown that strict compliance with the
requirements of the Regulations would result in extraordinary hardship to the Applicant or would
prove inconsistent with the purpose of the Regulations because of unusual topography or other
conditions, the City Council may modify or waive the requirements of the Regulations so that
substantial justice may be done and the public interest secured provided, however, that such
modification or waiver shall not have the effect of nullifying the intent and CHAPTER 23, Page -
3 purpose of the Regulations. In no case shall any modification or waiver be more than necessary
to eliminate the hardship or conform to the purpose of the Regulations. In so granting a
modification or waiver, the City Council may impose such additional conditions as are necessary
to secure substantially the objectives of the requirements so modified or waived.
10
- - - - - -
� I
- - - - - - �I
- - - - � - - - - - - L - - - -
II � I
L
- - - - - - - - -- - - - - - -
v CAMERON SCHOOL o -----------------
e «�
--------------
-L\ /i----------------- -------------------------------------------------------
-1—I-1 _ ------------------ --_ — -
10571
------------------\ CR/AaAG3CC-------------------------------------------------
i I ICI__ ---I—II— -------------�------------------- -__ --- - -\ - - - ---�-
9 m � LOT'B' n 1I—I—II I ICI--rr I—I— � ,� ------- --------------
- - - - 0 79-ACRES - - - - - - °- - - - 1 -
80' --ar-
\ ------115----- , - - - - - - - - - - - - - - - - - -- - - - ---------=---------------
I I I38"
O _ _
OUTL
LOT 1 I I a 0.11 AC RE wLL wLL ^
\ M PE:946.04 I 4822 SQ FT cn u CY ti cy I �
w
0.19ACRES I I Fa`n u vN
I N 1 0o o' ~a oo F a N LOT 12
\ 8,301 SO FT I" 1 D ' OJ I m MPE:956.31
o
117' \ c ^ ^ 0.25 ACRES
N
LOT 2 1\;\ 11,035 SO FT
\ MPE:946.04 \ \ ___-- titi 8• ��
< 0.15 ACRES
\ 6,381 SO FT \� \\ �� ls' 6s' sY 38' LOT 11
\ 131' \ oa ———————————————— --00 56� MPE:956.31
LUT7�0 \1+0 ��� 0.20ACRES TLOT' P
LOT'A' 53+ \ 8 907 SQ FT 0. 2 ACRE
MPE:94'S_0 � ¢�
s� 0.16 ACRES ERICK L �\ s i 3 SQ T ��p
\ 6,911SQFT I ) �'I ------------i---�� \\ \�� 1, O Gp44 �,
lza' I r--67---- ---62
I ���S• \ \ LOT 10 -
c� I I I 1 MPE:956.31 9p�
c� c�LOT 4 1 1 0 1 \ o I 0.18 ACRES
MPLFF946.04 ) o I I o �` n z r` op z :1 1 a 1 I 7,853 SO FT
cc� 0.14 ACR`I!Sh, I 1 I 1 ¢ ¢ ¢ I 1 1 I 110'
c�c� I 0',+� 0�o 0 a,
cs I, o r o w l I _ 1 LOT 9 ns'
F I I F I I 1 ml MPE:958.92 —
`� LOT 5 I 1 1 I I 1 0.13 ACRES a a 46 za 2
I
I
L MPE:946.04 I I
ACRES
f cc�Q.16 I 1 � 1 I I C I 5,720 SO FT
I ♦ /
/
5 « 67' 62' 62' 110'
c
GP OUTLOT'A' �-
Sgl 7.17 ACRES j
312472 SO,FT
t Sip 0 W
O
U >
+ +
FUTURE ROADWAY
• COLOMBUS DR /
� I
I / /
115 m
I / /
ci
I O• / j
I / /
r I I � ♦ % j
c I
r� rR cc� DO
o r
a m
/
r • I I /
� r I
c I
�o sicxeo TLB DATE
FRIEDRICH LAND DEVELOPMENT LLC SHEET
BO LTO N 1 A BALTIMORE DRIVE
2 a o so loo AMES,IOWA So010 nwx TWA THE BLUFFS AT DANKBAR FARMS
m s HORZ. Phone: 233-6100 CHECKED
SCALE FEET GAB D•O�
& M E N K Email:Ames@bolton-menk.com
www.bolton-menk.com CLIENT
LAN SHEETS
p )Al)A1.126833 1
------T-_----
, \ / CAJVIERON SCHOOL RlS T--- ——'-------— -------
_____ --- ------- -- ---- — _-----_- ---- - --__-__ ---- � ---- ------- -------- --- \
---
-- --- - - - - - -- -- — — — —------- --- -- -- — — - - - - - - - _ -- ------ ---- ----- — _ -
- --------- ------ --- — - --- ----- - — — ——— —— —— ——————
- 71 1os
— — "--- --- __--- - _ — -- _- -- - — _ ---------- ------ —_---_------ --f\.►YCy---
--- 7-----
-� - -- — — - — ---- _ — --- ----
- — - - - — ---- — — _-- ------- —_
d5" RCP IN-39 - FES 8 T ----- ------ --- -
----o+Dq --' S' RCP__ d5" RCP \ I— D;' I "—1 - =1- --- -- -- =t ---------_I------ - -- ------------ -------- ---------
_-- I - -
FES-1 —
- - -
} I I _ _
----- --- \ - -- _ -38 ---- - _ ----- -------- --- -- — — �_ - --- - --
- --- - - - ---- — ----- ------------ ----- -- — ;
/ —T
i S 15xRCP — —� - - �- -
i
vin
IN 6 1N_7 —
15 RCP
,
,
\ « \ \\
w
,
LOT 1— I I O t V `, `, A XO'O OU PQND 5
i
i
Y — \ 1001'F6:953.31
A-3 ,
0 1 0,
t
- � IN-5
LOT
t —
VT-
340'�"DRAIN TILE DRAIN TIL \\
970 0
965 965
vp
960 960
FES'l IN)
950
s �
20' 1 "RP
945 945
3
935
a� F
Do
"o
r. i i o w D0
00 rvi oo N ai rvi
a g 930 m on of m m on m m m of on m m of on m m m m m m m m m m 930
0+00 1+00 2+00 3+00 3+5C
�oDBIGNED D SCR-ON DIE
TLB FRIEDRICH LAND DEVELOPMENT LLC SHEET
BO LTO N 1519 BALTIMORE DRIVE
a o zo ao o s 10 AMES,IOWA 50010 """TWA THE BLUFFS AT DANKBAR FARMS
m s HORZ. VERT. Phone:(51s)233-6100 ccx M
-_ SCALE FEET SCALE FEET & M E N K Email:Ames@bolton-menk.com eo GAB '-" O
°= www.bolton-menk.com CLIENT
STORM SEWER PLAN AND PROFILE
p 0A1.126833 12