HomeMy WebLinkAboutFOOTHILLS MALL REDEVELOPMENT, PHASE TWO - FDP - FDP130054 - CORRESPONDENCE - UTILITY PLANS (3)Project Name:
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Appendix E-4
City of Fort Collins
Requirements for Utility Plans
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Q.- A. <4^ rTH ^.1*îù^¡AL
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All applications for final development plans must include final development plan documerts Cutility
etani;¡. The standards for these Utility Plans are set forth in Division 3.3 of the City of Fort Collins
Land Use Code, these Standards, and as further noted in this appendix.
THIS LIST PROVIDES THE DESIGN ENGINEER INFORTATION TO HELP HIÍUI'HER DETERMINE
WHAT THE CITY OF FORT COLLINS EXPECTS TO SEE ON DRAWINGS SUBMITTED FOR
REVTEW AND APPROVAL. TH|S L|ST tS XgI TNTENDED TO BE ALL-INCLUSIVE AND SHALL
NOT, IN ANY WAY, OVERRIDE OR SUPERCEDE THE STANDARDS SET FORTH IN THE CITY OF
FORT COLLINS LAND USE CODE AND'OR THE LARIMER COUNTY URBAN AREA STREET
STANDARDS IIANUAL. ADOIÎIONAL INFORMATION MAY BE REQUIRED ON SPECIFIC PI-AN
DESIGNS AND IS NOT INTENDED TO RELIEVE THE DESIGN ENGINEER OF THEIR OBLIGATION
TO UTILIZE GOOD ENGINEERING PRACTICES.
The two "check llst" columns to the lefr of the UÜlity Plan requiremenls below are provided for the convenlence
of both
City staff and the DevelopeCs Engineer. The columns are organ¡zed as follows:
(1) The lirsl column, 'Applicant Validation," is provided as a check list for the appl¡canl to ensure lhat all
required items are addressed vúlthln lhe Utlllly Plans.
(2) Upon submittal, City slaff wlll check off the items in the second column to ensure lhat all lhe required
¡tems are included wilhin the Utility Plans.
PLEASE NOTE: All items with an arrow (Þ) are items required prior to public
hearing. All
items without an anow will be required during finalcompliance.
1
Last edited : 3/23/07 Appendix E-4
Appllcant
N/A
St¡ff
Check
CcNÉr( lu6tr ÞÈ(-6 Z-
S¡líe-( C 8OO
Cover Sheet
A. > Preemble t¡te of 'Utility Plans For...'
Validation
lncluded
t.
x
B,>
c.>
D.>
E.
F.
J.
K.>
ü.
Legol d€scription below the project neme
Mcinity map including pmject location, neerast tvro Arterial
SüËôtB, existing sbeot syEþrn, süeet names for colþcbr
and Arbriel Sùeeb, City limit linæ, north anow and major
public hcilfies
lnde¡r to ell sh€€b conta¡ned within the Utility Plan placed
on rþht side of sheet.
The cürent date (month and year) under the legal
description
The following stetement is annotated on the Cover Sheet:
I hercby añrm that these final construction plens wera
prepared under my dbect supervision, in accordanc-e with
all applicable City of Fott Collins and Slate of Colorado
standards and statutes, respectively; and that I am fully
responsr'ble fq the accuracy of all design, revisions, and
rêcqd co¡td¡t¡ons tñaf I have noted on fäese p/ans
T¡rpbal sbset secflon(e) provkted for eaû sùed typ€
being propoced. Secüon¡ include approgiete holizontal
and vertbal dùnenclons and c¡ogs slop€s, type of curb and
gutbr ard arry daviations ñom standards. Sæ Fþurl 7-
lF ürru 7-ltF. (Tlþs€ aadions may also be locabd on
tho plan/profile sheets or I sepereb sheet within the utility
plan set.)
The names, addresses, phone numbers for the
Develope(s), Owner(s), and Consultant Engineer are
provided.
lndemnification Statement provided end annoteted as
follows:
Ihesa p/ans have been reviewed by the Local Enlity tor
cr,ncept only. The rcview does not ¡mply regons¡þi@ by
the reviewing depdrtmen| the Local Entity Engineer, or
the Local Entity for accuracy and cotectness of fàe
calculations. Futthetmore, thø review does not ímply that
guantilies ot items on the plans are the final quantities
rcquircd. The review shall not be construed in any rcason
as accÊptance of financial responsibility by the Local
Entìty for additional quanlilies of items shown that may be
required during the construction phase.
K
General Construclion Notas, and if applicable, CDOT
Appllcant
Validation
N/A lncluded
St¡ff
Check
lt. Gradlng, Drainage & Erp¡ion Gontrol Plan
A. Þ Drainage rÊport submitþd
B. Þ Existirg and pmposed contours provided at 2'
(min.)
inÞrvals and labeled.
G. Þ Conbuæ exÞnded a minimum of 50' ofüite and tie ¡nto
existing contoum.
D. Finish grade elevations provided br streets, lot corners,
and finish floorVtop of foundation of buildings for all lots.
E. This statement provided:
'The top of foundation elevations shown drc the minimum
elevations required for protection from the 1Oùyear storm.
X
K
K
V
oF¡..*
-a¡¡o.
u n Fe.s., t ô6 etrows ers provftl€d and show poeili\,€ dreinage
or to an epproìrad drainage ñacility.
F.> Drainage
to st¡eets
V
G. Phasing of development and construction of all public
¡mprovements. All public improvements within each phase
stand alone. Phases separated by a thick, ghosted line
and identified by either numbers or letters.
H. Temporary and long term erosion control devices are
provided and labeled.
l. > Rer¡egptation methoda and specific notes are provided.
J. > lf tha prcjed proPoc€o any consfrudion in a floodplain,
pleas€ pick up tln seperet€ 'Prcliminary Floodplain
Submittal Requifêrnents' available at the Stormwater
Utility.
ll¡. Overall Utllity Plan Shee(¡)
A. Streets
1. > R.O.W., prop€rty lines and easements with
dimensions and labels.
2. Þ Crossaans
3. > Aæ6s remps
¡1. Þ CuÈ and gutter
õ. Þ Sideu¡elkg
6. > Dr¡\r€wey locations
7, Þ Medians, induding llou/ine and lip of gutter
8. General location of signs(speed, stop, monument, etc.)
Phasing lines of development and constructron of all public
improvements. All public improvements within each phase
stand alone. Phases separated by a thick, ghosted line
and identified by either numbers or letters.
l-ast edited : 3/23/07 3
B.
Appendix E-4
Appllcent
Validation
8tñ
Ch6ck
N¿A
x
C. Water Fæilities
l. > MdmrËrrb¡¡
Z. > File hydnnt bc¡tirxr¡
t.> vm
1. Meter pib and anrb stops
t. > Mgrlrbboü¡orr
a > $w nht loorüonc d gldininary, exæfl br
*rOloffiyun.
7. Waterline lowerings
8. Dimensioning of manholes and cleanouts from the
centerline of the roadways.
D. SanltarySeuprFeciläes
l. > tlJrnr,lthrb
2-> lft¡*pblocdot¡ and numbering
3. Length of segments between manholes
4. Tyæ of pipe
5. Slopee
6. Cþan-out¡
7.> ffiyrn.dr6le 8[tow Frrb ú pnnmhcry,etcapt Ër
E. SúoønSe¡verFadlil¡es
l. > Onrd æn of !ûorrmw!, cfsmb nd
ffi.
t > krhoblocrbm
ù > .X¡uhrúrFù¡rr
4. > Cbna¡b
5. > Type of pipe
8. > Slzes
7.> Slopes
E. > Length of segments between menholeE
9. Subdralns (whe¡e epplicable)
10. > Menhole numb€ring
F. > Er¡üng ¡ünü rhour ba mldnun of 16(I bq,ord üto
prqctl[mflb
O. > P¡opooad uüll$ csn¡tccüøt¡ nffi codaüm uülltcr.
L
K
-
X
x
),
Last ed¡ted : 323tO7 4 Appendix E-4
Appllcant
Validation
N/A lncluded
St¡fr
Check \Yrtv-J[oc€ Y l6¿rrsù ts çl*,:-fl Po6r-rô
<¡q.gõ fto'osÉù
Street Plan and Profile Sheets (Horizontal Alignmont)
A. Þ Largest possibb curve radii used on A¡terial and Major
Arterial roadvraya. Minimum curue radii used only where
nec€ssary. See T¡ble 7-1.
B. Þ Minimum tangent lengths at inteßsclione. See T¡ble 73.
C. Þ Crossing streeb intersed at 90" (minor street Gan vary
r10').
D. Þ AngÞ of deparù.rrc of stre€ts et ¡ntersec:tions do not
exceed 10p br the length of the æquired tangent.
E. Þ Minimum tangent bêtween rewrse orrves provided. Se€
T¡ble 7-3.
F. > Brol€n+ad( curv€a erc separabd by a lsngth equal to 2
times the teng€nt leng[h. See T¡ble 7€.
G. Þ Compound cunrss: ratio value of <1.5 (Larger radius
d¡vid€d by the smaller radius).
l. > Minimum canbrline arcs br cunres with def,ec'tion angles
10'or lqss. See T¡bþ 7{.
J. Horizontal curves do not begin et the top of a crest curve
or the bottom of a sag curve
K. Þ Tapers and bansitions: Reþrto Chapter I
L. > Sight dbtancs tiangles and easemenb: Shown on all plan
& proñþ sh€êts. Sight distance ees€ments dedicated on
he Plat.
tll. Þ Minimum Local Sbeet wifths provided per Tlble 7-l and
are comisþnt with the TlS.
N. > Accêss ramps and crosswalß provided. Croeswalk
lengths ere a maximum of 56' in length. See Ghepter 16,
P.d..ûl.n Fæll¡tlsû Detlgn ¡nd Tcchnlcal Cdb¡ta.
O. > Minimum of one mid-block acoess ramps provided at all
'T. inÞrcections.
P. Þ Complete horizontal slignment includes, but is not l¡m¡t€d
to; ænÞrllne of rbads, intersecting sùeets, drircway
locations, and storm drainage facilitþs.
Q. > Existing and proposed Property and/or ROW lines,
ees€ments and/or bacts provided, dimensioned, and
labeþd dearly.
R. Existing utilities and structures (shown as phantom line)
included:
l. > Storm s€rer ând appurþnenoes
2. Fence lines and gates
3. > Water lines and appurtenences
tv
Last edited '
3/23/07 5
4. > Ditches and swales
Appendtx E-4
Appllcånt
Validation
N/A lncluded
Stefr
Check
L¡uOUg Sá<--(tc¡¡-\ rS ^¡'h
PoGu<- srQs¿G - ^Jb
P¿6+sR)
5. > Electric lines and appurtenances
8. > Cuôs and guttsrs
7. > Sanltary Sêyver lines and appurtenancas
E. > Pavsment llmils
9. > Telephone lines and eppurtenences
10. > Bdtlgæ and/or culverte
11. > CAW lines and appurtenances
12. > Guardrails
13. Signs
s.
l¿1. > Gas linæ and appurtenances
Station, critical elevation, and dimension of all existing and
proposed utitity and/or drainage structures provided.
lntersections show construction and lane details for new
and existing facilitþs for a minimum of 150' beyond the
limits of construction.
V. Strset Plan and Prollle Sheet¡ (Verücal Allgnment)
A. Þ Morimum gradæ br süeets comply. See Tùle 7€.
B. > Maldmum gredæ of cul'de+acs are 3.0%.
c. Continuance of profle and ground lines fur all Local and
Collector Strêets that dead end (excluding culde-sacs)
shown for f)0'beyond the propoeed conslruction.
Continuance of proftle and ground lines br Arterial Streets
shown br 1000' beyond the proposed construction.
E. Þ Mlnimum cmet and soS curvìa lengths br street
dæsifrcs.üon8. See Flguno 7-17 nd 7-18. Lengths
must maotorexceed lheee minimums.
F Crest curves: street centerline, curb and gutter designed
with vertical curves. See Table 7-3.
Sag cunæs: street centerline and flowline designed with a
vertical curve (see exception below). See Flgure 7-18
and Table 7€,
Sag Cuves: For grade changes <1.0%: gutter llowlines at
low points are ¡g¡! desþned with
vedical curves, but must
me€t the minimum .5% grade into the inlet.
Sag Cunres: For grade changes >1 0%: both street
centerline and curb and gutter are designed with vertical
cun€s, but a minimum flowine grade of .5olo must still Þe
ma¡nte¡ned.
J. > Single point grade breaks do not exceed 0.40%, €xcept at
inlets wtrerc min .5% g¡ade into he inlet is required.
T
D.
G.
H,
t.
Lasl edited 323/07 6 Appendix E-4
Appllcant
Validation
N/A lncluded
_rc
h
K o
Staff
Check
K Þ Sories of grade breaks meet the vertical el¡gnment criÞria
br the daaþn speod of he roadways.
L. Þ Minimum conbrline and florvline grade br she€ts is
0.50%.
t. Minimum flowline grade brcul{e-sacs is 1 0%
N. Minimum desirable grade around curb retums is 1.0%.
Minimum allowable grade around curb returns is 0.50%.
O. Curb reh¡m profiles (except medians) are provided.
P. > C€nÞrline prolîlee through inþrcecüons provided.
A. Fbwline profiles provided on both sides of all strcets (Final
compliance).
R. > C€nbrline profilee p¡ovlded br all stræts (Preliminary).
S. > Prcpced (rolitl line type) erid etdBtng (dashed lirn type)
ground l¡nee prw¡d€d and labeled.
T. > All propæe¿ and exisüng wrücal curyso end gnde brcaks
aß dlmension€d (PnllminaryI stationed and labeled
#dy (Final compliance).
Vl. Croos Slopes
A. Minimum cross slope of new streets is 2.0%.
B. Minimum cross slope of any reconstruction or overlay is
1.5%.
C. Maximum allowable cross slope on all new streets is
3.0%.
D. Maximum allowable cross slope on eny reconstruction or
overlay of existing roadways is 4.0oÁ.
E. Street modifications (widening, turnlane, etc): the
widened portion is within the steted limils and is not less
than the existing cross slope.
F. \Mren tying to existing cross slopæ: Curb and gutter or
centerline shall be desþned such that the when the
existing pewment i:s overlaid it results in a sbaight line
cross slope grade that meets standards.
G. Culde-sacs: See Figum 7-f 9.
Vll. Deelgn Speed
A. > Rosdrmya arc dceigned according to their prop€r design
ß PrtôP6CÀ sPeed' SeeT¡bb7€'
Vlll. Gurb Return Radll
A. Curb retum radii used in accordance with T¡ble 8-2.
B. Minimum desirable flowl¡ne grade around curb retums is 1%.
C. Minimum allowable flowline grade around curb reh¡rns is
0.50o/o.
PÉ K
P,Í-
7 Last edited : 3fX/07 Appendix E-4
Appllcant
Validetion
N/A lncluded
St¡tr
Check
t,\Uór/ã ÉÉ¿Xrr¡¡ù ts N/rt -
-- P.¡6rrc S,¡,b1ãG P/tô?^,\tO sçl)
¡X. iledlane
A. Provided es stated on Flgures 7-lF thru 7-l3F
B. > Vì/idth of medians are no less than 4' wide.
c.>
D.>
E.>
F.>
G.>
Tum Lane and Access: Left-h.¡rn lanes (where wananted)
designed using criteria contained in Flgurce 8-2. E-3 & E'l I .
l¡ndscaæd medians indude drainage f;ac¡l¡ties to handle
sprinkler runofr and nuisance f,ows. Rebr b Appendix C.
Median(s) are dæþned with keyed curb or curb with
outfall gutters (¡f gutters are not needed b handle
drainage), or medians are deaigned with curb with inllow
gutters (if gutþrs are needed to handle drainage).
Nos€ of medien(s) locaÞd such üat vehide tuming
mo\rements cornply with whicþ ùad<ing templates.
Transition points of medians do not have 'angle points'. A
100' min¡mum radius wlth minimum arc length of 50' is
used at transition locations
H. Þ Permanent 8üuctur€s within medians arc a minimum of 5'
from the closestfawl lare.
l. > Pedestrian refuge areas are provided in he nosEs of
mediens. S€e Ch¡pter 16, Pedeatrlan Faclllües Deslgn
and Technlc¡l Cdbrl¡.
J. Profiles shall be provided for all areas of inflow curb and
gutter. Profiles or adequate spot elevations, dimensions
and any other inbrmat¡on necessary for review and
construction shall be provided for all medians.
X. Cul-deaacs
A. > Provided only on Local Stre€6. See Figutus f-19 &7'21
B. Þ Meximum length of 660' (1320' max.) if fire sprinkler
systems are installed in struc'tußs.
G. Þ Minimum radii used. See Figutu 7-19
X¡. Eyebrows
A. > Provided only on Local Str€ets. See Flguto 7-23.
B. > Spaced in conbrmance with the requirements in Chapter 9,
Acce¡¡ Requlremenb and CrlÛorla.
Xll. Deadend Streets
A. Þ Temporary dead+nd streeb provided only on sùeets that
do not hane direct aæss lrom adjoining property.
B. Þ Temporary tumarounds with a minimum radius of 50'
provided br permitted dead+nd sùeets. See Flgun 7-26.
C. Temporary access easements dedicated on the Plat
r
Last eclited 3/23/07 I Appendix E-4
Apdlcrnt
Valldation
N/A lncluded
stllf
Ched(
Xlll. Ddvuwryt
A. ìÂlhere curb cub ar€ provldod, concenfated runoff from
adjclining prcperties doæ not dlscfralge asæs the
sldewelk.
B. > Spac*U of q¡ò o¡ü¡ cqrþm b
spadng lequ¡tornenls'
Sàc f¡eun $l rnd Trbþ 7{
C. Drlrre approadree elope bward tlp sÙeet'
D. Þ DrlvewaYs inb 10" br e mhimum of
25' rPær¡rcd steet from the cr¡È
edge or EOA'
E- > Parad wih Podand
1. SF Re¡ldcntlrl APPIo¡che
e. Þ llinirnr¡m Üidth d drlveway(s) is 12' and-tñe
maximum sidü b 21'' Sôe Strillrrü
Drrwlnç 703¡nd ?'Ot'
b. Þ SilEwalks alg conl¡nuous thmugh driveways'
Sæ St¡nd¡rd Drewlq l80l'
c. i[
dat
2. Hlgh Volume Odvevr¡Y
e. Þ'Driveways acceosirB ArÞrid Sbsó or meeting
crifCe ln Sodlon S'S'Z'¡ ehal confrrm vÚiül
Etrnd.lü frrnrlng ?07'
b. Þ.Msimum wldÜr b 3E" lf widgr, a median
soparebs the lnbound and oütbot¡nd ttafllc'
t' >
nhum of 28'
mo!Þ wiür
madnr¡m u,ldüt of 36'.
Gndlng lnTlp ROW
A. Modmum slope br all amæ within the ROW b 4:1'
B. Mexlmum elope oubide of the ROW affiing
public
lmPrcvements is4:1.
C. Retaining vualla provided wherc slçes exoeed 4:1'
ä€tail¡"õ wairs oesgn"d in accodance with Gl¡¡ptr ll'
Stt¡ct¡rcc.
D. Minimum slopes ln no*roadway arcas is 2'0%
Y
X
X
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Ap@ndix E-4
Applicant
Validation
N/A lncluded
Staff
Check
f
XV. Sub-drains
A. Engineered sub-drain systems meet criteria set forth in
Section 7.7.3
Hydrologic study submitted if criteria in Section 5.6.1. A. is
met or sub-drains are needed for basements.
XVl. Cross-pans
A. Cross-pans adjacent to Local Streets are a minimum of 6'
wide and /"" deep.
B. Cross-pans adjacent to Collector Streets are a minimum of
8'wide and 1/"" deep.
Cross-pans adjacent to Arterial Streets are a minimum of
10'wide and 1/," deep.
Mid-block cross-pans are a minimum of 12' in width and
1%" in depth.
Minimum grade of cross-pans are 0.50%.
Pavement transitions approaching cross-pans designed
using the design speeds in Table 7-3 and meet the
requirements of Figure 7-27 and Standard Drawing 710.
G. Spot elevations provided as shown on Figure 7-27
XVll. lnlets
A. Þ lnlets are not located within the curb returns.
XVlll. Bus Bays
A. Þ Bus bays are 11' wide.
B. Þ Bus bays are constructed with concrete in accordance
with Chapter 22, Construction Specifications.
C. Þ Bus bays shall be designed in accordance with Section 7.9
and Standard Drawing 711.
XlX. lntersections
A. Þ Travel lanes are aligned through intersection(s) (a 2'shift
is allowed in hardship cases only).
B. Þ lntersections cross at 90" t10".
C. Þ Horizontal alignment of streets thru intersections are
designed in accordance with Table 7-3.
D. Þ Exclusive left-turn lanes provided where required.
See Section 8.2.5, Exclusive Left Turn Lanes.
E. > Exclusive right-turn lanes provided where required.
See Section 8.2.6, Exclusive Right Turn Lanes.
F. > Adequate turning radii used for each type of intersection.
See Section 8.2.8, Turning Radius.
G. > ROW is dedicated as shown on Figure 8-12.
B.
{ c.
D.
E.
F.
¡l* - ô\ò QùBL\L 9<19¿\9
R0oÞos'É¡
Last edited : 3/23/07 10 Appendix E-4
Applicant
Validation
N/A lncluded
K
K
Staff
Check
H. Þ Additional ROW dedicated for right and left turn lanes.
l. > Sight distances comply with Figure 7-16.
J. > Street grades approaching intersections shall be between
0.50% (min.) and 4.O% (max) for a distance equal to the
tangent length of the street classification. See Table 7-3)
K. Þ Profile grades within the intersection do not exceed 3%o
K
XX. General Requirements
Lclearly A. Phased improvements shown
X
B. Phases within the project limits stand alone and do not
leave necessary improvements to future projects.
C. Þ Design of State streets meet the requirements presented
in the State Highway Access Code Manual.
D. Þ North arrows and the appropriate barþraphic scale(s) are
provided.
E. > Existing features adjacent to this development are shown
in a ghosted or alternate line weight.
F. The City's signature block is provided in the lower right
corner of each sheet contained within the utility plan set.
Each signature block measures 3%" highby 4Tz" wide.
G. Þ Ditch company approval block is provided.
H. Þ Water and Sanitary District approval block is provided
l. County approval block is provided.
J. CDOT approval block is provided
K. Þ Title block is provided on each sheet of the utility plan set
and includes the project name, sheet name, engineer's
name, address, telephone number and fax number, sheet
numbering, and revision block.
L. > The utilig plans correlate with the Site and Landscape
Plans
Spot elevations at all intersections provided as shown on
Figures 7-27 andT-28.
N. Þ Proposed construction within the Property boundary drawn
with solid lines and existing features shown with hidden or
dashed lines.
o. Stations and elevations provided at all PC's, driveway
intersections and roadway intersections in both plan and
profile views.
Flowline curve table provided on each plan and profile
sheet that includes radius, angle, arc length, and tangent
length.
X
M.
K
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P
11 Appendix E-4
Appllcent
Val¡dation
N/A lncluded
r
Statr
Check
X
X
A. Centefine station¡ng is the standard and shall be used
excspl at cul-dE-sacs, where flowline stationing is used
(Station equations provided.), unless approval to use
flowline stationing is given
R. > Sbost names provided on all sheets.
T. > All easements shou,n ¡n the plan views.
U. > Mabñ{inæ provided in both plan and profile.
Page
number, sùation and devation induded.
V. The scale of all sheets are as follows:
l. > Horlzontal -1'=2O',30',40', or50'
2.> Verdc¡l- 1' = 5'or 10'
3. > Ow¡¡ll Plan - 1'= 1ü)'
W. > All prirrab improvements, indudirq but not limited to,
msdyrays, drirreways, utilities, eæ. ere dearly shown and
lebeþd as suclt.
X. > A legend is provlded on eacñ sheet identifying the
symbols ueêd on that partianlar sheet.
Y. Þ lGy map is provi<le<l on the plan and profile
sheeb (tur
utility plans having 3 or mor€ plan and
profile sheets).
Proposed flowline and centerline elevalions
Utility crossings
r
X
,X
a- 5H
Nl* - su F\6.*- nffi",*6 *'
; 'î:ï",::iï"j'.,:,.,'TH."=i:i:'#'"îïit
are provided at 50' intervals. Cross also requiæd where
special conditions wânent the need (i.e. widening of an
existing street), The interval may be adjusted where site
topography is unique
1. lnformation Provided on e¡ch Crc¡s Sectlon
¡. > Cuô & gutbr, existing(D and proposed(')
b. > Roadwey surfaæ, existing and proposed
c. > Side¡ralk, eisting and proposed
d. Þ Cross slopes, existing(f) and proposed(')
e. > ROW, existing and pmposad
r. Srde slopes, existing and proposed, 15' beyond
the proposed ROW
s.
h.
t.
l.>
k.
Stations
Dimensions
Areas of overlay, milling, pavement removal
and/or reconslruction.
Last ediled : 323/07 12 Appendix E-4
Appllcant
Validation
N/A lnduded
St¡ff
Check
XXll. Plat
A.>
B.>
c.>
D.>
l{¡früsroe Gu¡r¡r¡¡, Repelr Gu¡nnbc, ],ldæ of
Oür¡rDoo¡¡¡nb nó¡.
Phnnhg û Zonhg eord,tLttttg tbr carüffion
¡lhn¡tt (b bo tlgmd C tnlcqnpllancc).
Srr1üú ordlcrüon übnont (to be slgncd at lTnal
ærndrro.)
Sltsbm¡n(¡)of bndwrt;rhþ
E. > ffimoüc) of owtotütþ ¡rd/o¡ mainbnarp d all
üæb.
F. > Sr¡m¡l(d ol th¡ d¡ddon of any easaments, ROIV,
ùæb, ¡rtdoüttnôIc¡ru.
G. > \rhffiy ilTt ru¡c| localþn, r¡eû¡d 2 Arbrlal SIr¡æ,
¡ùæt n¡n¡, Clty hnb. maio¡ púnc ¡Ol¡U¡.
H. Curve data comfleb for all curves.
l. > 2ürþrtqustconr¡.
J. > Al .ûürtr md pmpad eæcmenb erd ROW deerly
rltr¡rl.
K > AdúlnoÞroD.rüü hËcl€d.
L > 8*, gnptdc Eb, norû ûrw, drb d plupsatø1
ønpbt¡t[cw, bcrdott.
t. > Bot¡nûry legd dðcrldøt dG.
il. > Lot lho..
O. > f}crþldorr of n¡ sefa b fioodrp, lttckdtg
lloodpffir. nooary. sÉ prûûÉ oorrrrþra (ElæÜon
Dú¡n mrst be rtmc¡d þ CIU of Fort Cofti! ùùm.)
Last edited : 323/O7 13 Appendix E-4
General Construction Notes (see attached Appendlx E-2)
placed on left slde of sheet
G. Þ Prciecl Bench Marks rebrencing the City of Fort Colllns'
dat¡m
H. Reference to the updated or current soils investigation
report
Sùamp and signeture of a licensed Civil Engineer
registered in the State of Colorado (on approved flnal
development plan documents) in accordance with State
Statutes and Board Rules.
t.
L.
Last edited : 323/07 2 Appendix E-4