HomeMy WebLinkAboutFOOTHILLS MALL REDEVELOPMENT, PHASE TWO - MAJOR AMENDMENT - MJA130006 - CORRESPONDENCE - UTILITY PLANSAppendix E-4
City of Fort Collins
Requirements for Utility Plans
Project Name:
Project Planner:
Éooturt-rs ryl{uu eSogt/gc èP^46òl-
S1>l Dás¿e¡.J
Design Engineering Firm: fZ. A. 6ut-r\{ ,Uft-r¡ò^} AL
Developer: uA ÉooTttrr-r-S rN S LL
All applications for final development plans must include final development plan documents ("Utility
Plans"). 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 INFORMATION TO HELP HIM/HER DETERMINE
WHAT THE CITY OF FORT COLLINS EXPECTS TO SEE ON DRAWINGS SUBMITTED FOR
REVIEW AND APPROVAL. THIS LIST IS NOT INTENDED TO BE ALLJNCLUSIVE 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 MANUAL. ADDITIONAL INFORMATION MAY BE REQUIRED ON SPECIFIC PLAN
DESIGNS AND IS NOT INTENDED TO RELIEVE THE DESIGN ENGINEER OF THEIR OBLIGATION
TO UTILIZE GOOD ENGINEERING PRACTICES.
The two "check list" columns to the left of the Utility Plan requirements below are provided for the convenience of both
City staff and lhe Developer's Engineer. The columns are organized as follows:
(f ) The f¡rst column, "Applicant Validation," is provided as a check list for the applicant to ensure that all
(2) required Upon submittal, items are City addressed staff will check within off the the Utility items Plans.in the second column to ensure that all the required
items are included within the Utility Plans.
PLEASE NOTE: All items with an arrow (Þ) are items required prior to public hearing. All
items without an arrow will be required during final compliance.
1
Last edited : 3/23/07 Appendix E-4
Applicant
N/A
Validation
Steff
Check
t. Gover Sheet
A. Þ Preamble title of 'UtiliÇ Plans For..."
B. Þ Legal description below the project name
C. Þ Vicinity map including project location, nearest two Arterial
Streets, existing street system, street names for collector
and Arterial Streets, City limit lines, north anow and major
public facilities
D. Þ lndex to all sheets contained within the Utility Plan placed
on right side of sheet.
E. The current date (month and year) under the legal
description
General Construction Notes, and if applicable, CDOT
General Construction Notes (see attached Appendix E-2)
placed on left side of sheet
G. > Project Bench Marks rebrencing the City of Fort Collins'
datum
H. Reference to the updated or current soils investigation
report
Stamp and signature of a licensed Civil Engineer
registered in the State of Colorado (on approved final
development plan documents) in accordance with State
Statutes and Board Rules.
F
t.
J.
K.>
The following statement is annotated on the Cover Sheet:
I hereby affirm that these final construction plans were
prepared under my direct superuision, in accordance with
all applicable City of Fotl Collins and State of Colorado
standards and statutes, respectively; and that I am fully
responsible for the accuracy of all design, revisions, and
record conditions that I have noted on these plans.
Typical street section(s) provided for each street type
being proposed. Sections include appropriate horizontal
and vertical dimensions and cross slopes, type of curb and
gutter and any deviations from standards. See Figurus 7-
lF thru 7-13F. (These sections may also be located on
the plan/profile sheets or a separate sheet within the utiliÇ
plan set.)
The names, addresses, phone numbers for the
Developer(s), Owne(s), and Consultant Engineer are
provided.
lndemhification Statement provided and annotated as
follows:
These plans have been reviewed by the Local Entity for
concept only. The review does not imply responsibility by
the reviewing department, the Local Entity Engineer, or
the Local Entity for accuracy and conectness of fhe
calculations. Fuñhermore, the review does not imply that
quantities of items on the plans are the final quantities
required. The review shall not be construed in any reason
as acceptance of financial responsibility by the Local
Entity for additional quantities of items shown that may be
required duing the construction phase.
Appllcant
Validation
N/A lncluded
Stetr
Check
F.>
Sr.¡vJ 00wtr)6ù
G.
ll. Gradlng, Dralnage & Erosion Control Plan
A. Þ Drainage report submitted
(
B. Þ Existing and proposed contours provided at 2' (min.)
intervals and labeled.
C. Þ Contours extended a minimum of 50' ofßite and tie into
existing contours.
D. Finish grade elevations provided for streets, lot comers,
and finish floors/top of foundation of buildings for all lots.
This statement provided:
"The top of foundation elevations shown are the minimum
elevations required for protection from the 100-year storm.
Drainage arows are provided and show positive drainage
to streets or to an approved drainage facility.
Phasing of development and construction 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.
H. Temporary and long term erosion control devices are
provided and labeled.
E.
X
t.>
J.>
lll. A. Overall Sfreefs Utility Plan Sheet(s)
l. > R.O.W., property lines
dimensions and labels.
Revegetation methods and specific notes are provided
lf the project proposes any construction in a floodplain,
please pick up the seperete "Preliminary Floodplain
Submittal Requirements" available at the Stormweter
Utility.
and easements with
^
2. Þ Cross-pans
3. Þ Access ramps
4, Þ Curb and gutter
5. Þ Sidewalks
6. Þ Driveway locations
7. Þ Medians, including flowline and lip of gutter
8. General location of signs(speed, stop, monument, etc.)
Phasing lines of development and construction 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.
K
K
X
k
X
Last edited : 3/23/07 3
B.
Appllcant
Validation
N/A lncluded
Stetr
Check
r
C. Water Facilities
l. > Mains with sizes
2. > Fire hydrant locations
3. > Valves
4. Meter pits and curb stops
5. > Manhole locations
6. > Show servioe locations at preliminary, except for
single family uses.
7. Waterline lowerings
8. Dimensioning of manholes and cleanouts from the
centerline of the roadways.
D. Sanitary Sewer Facilities
l. > Mains with sizes
2. > Manhole locations and numbering
3. Length of segments between manholes
4. Type of pipe
5. Slopes
6. Clean-outs
7.> Show services at preliminary,except for single
family uses.
E. Storm Sewer Facilities
l. > General layout of stormsewers, channels and
swales,
2. > Manhole locations
3. > Junction structures
4. > Clean-outs
5. > Typeofpipe
6. > Sizes
7. > Slopes
8. > Length of segments between manholes
9. Subdrains (where applicable)
10. > Manhole numbering
F. > Existing features shown for a minimum of 150' beyond the
project limiF
G. Þ Proposed utility connec'tions with existing utilities.
rc
k
X
Last edited : 3/23/07 4 Appendix E-4
Applbrnt
Valldation
N/A lnclL¡ded
Si¡ff
Cbsß urrorÉ Y\Þo6r'r¿vw l€¿rrs.\ ts dl*,:-!3
snqg:É ftotosÉrs
lV. Strret Pl¡n md Prcñb thrrü (Horl¿ontrl Allgnmcrút
À > t¡rgæt pcrible cuno rdü trred on Æbrid and MaJor
Atbri.l rcadureyr. llhÛwn anvc ¡"ffii uæd uûy wÌwe
ncæcsery. SæTlUa7{.
B. Þ Mlninum bngont lcr¡ûo d ¡nbnecûom. See T¡bþ 7{.
C. > Cæ¡crB ¡ùeeb inÞned at 90' (minr türoot can vary
rfü1.
D. > AnClo of @arù.Þ of úEeE !t ¡nþßact¡ons do not
qæed 1e þrü1e hngtñ dlhc tquir€d tempnt.
E. Þ tllnimrrn bngcnt bcltrun ¡!Ël!c o¡rrs prwidtd. S€o
Lbbt-t.
F. > Brolcn{ocfi crnßo ¡lÊ soperüd by e þnSth equel þ 2
ünc üF bqent lcngü. Sæ Ïtbb t3.
G. > Corrpor¡nd cutË: rlio Y¡¡Ë of <1.5 ([¡qpr rediu
dhrtled bytho smelbr ndlur).
l. > ilkûnum oüìbrllnc rrcl for q¡lra udÜt dellcdon angþ¡
fO or lc¡¡. Sao T¡lþ l{.
J. Horizonbl curuos do not begin et thê bp of a crest cun €
or he bottorn of a ¡ag curw
K. > Tepeß em úan¡llion¡: Ref€|rþ ChePbrE
L. > S¡ghtdH¡nceùiarigl€¡
e profþ !þt¡. $ghf
th.Pbr.
dhûenca ældllorús dedi$d on
X. > Midnrm Lsl Sü¡cû udü¡ prcvldod per Tròb 7't and
en comibnt wlth he TlS.
t. > Acæ!û nmpc and crüttmla provtdod.
F¡thr aru a mdmun of 30' in lengül. Soo
F.d¡ûLn Fælllür bþn md T.GNrüc.l
O. Þ lllnlnum of om mil-bbdr ¡ooaû rrrrps providcd 8t ell
'T.lnba¡c{om.
P. Þ Cmrplelr horEonbl Cierm$t ¡ndld-, but b not linbl
b: anrbr{m of tùüb, lnblsüne stlcb. Ctit¡Ugy
locrüon¡, atxl ¡bmü*qe faclüer.
A. > Erdrüq and poporcd Propgg and/or R(Ml lines'
¡¡rnrn¡ aúror b¡ct¡ prwiled, di¡en¡þned, ¡nd
R.
l8D€lrddæfly.
Exiôtng utilities and strucù¡lgs (shown as phantom line)
included:
l. > Stonn aorerand TPurbnenæs
2. Fenæ lines and gates
t. > ì^ffi llms end eppurtÊnanoeo
a. > Dlhhæ and swel€o
Last ediled ' 5
3/23/07 Appendü E-4
ApdlÐnt
Velidetlon
Strff
Ched(
N¿A !¡dclbl
Sá<--Çrr¡¡\ rS ^¡lA -
3u<- stesíg P¿o{c6e) ^lb
s. Stetlon, crltic¡l ebv¡tion, and dlmen¡ion of all exirting and
proposed utility and/or dnhagû !üucûlrþs provlded,
lnbrsoctlono ¡how con¡ln¡c{on and lane rþûelh bf new
and exbting fecílltþo br a mlnimum of 150' beyond the
linib of conltrudlon.
gt¡r¡t Phn md Plollb sh.orr (v.tüG.l All¡nm.nt¡
A. > tloûnrnrgfldæbûnl¡Wly. SÉlrDbt€.
E. Þ lle¡ünun grú olo,tûdc¡¡c¡ ¡n 3.016.
C. Contlnuance of ptofÞ and gromd linqe lbr all l¡cal end
Collec'tor Süêcb ût¡t dosrl end (exduding cul.d+¡acs)
D. ahown Continuance br5(Xl'beyond of plofiÞ and ùtn prcpæed grcr¡nd linet con¡ür¡s{lbr ArÞritl ion. Stßoþ
shown br 1000'beyond üe W@ con¡lnrclftrn'
ELcûlc trì¡ and Ðurlman€o
Curùû ¡nd gubr¡
S¡nli¡ry Scu¡¡Inæ and rytrbnanø
Prsn ntllnil¡
T¡lsplronc lrË ¡nd tpqrÞnrnç
Bil¡l¡ lnd/bro¡luub
CATV lhr ud opuûn¡ns
Gr¡rûell¡
Signc
Gðh6 and appubn¡rs
llneütr
md t.tt
C>
c.>
?.>
¡.>
¡.>
10. >
t1. >
12->
1t.
ta. >
T
L¡uOug
Èr
v
E > thlnun cnd .nd .T tr¡Ë
cbdicrüar S¡c Þïu¡ 7.17
b ûrel
Lg¡ilñ¡
F.
G.
H.
Clool cuft€!: sbeot æîþrllne, cuô and gr.rÞr deeigned
with wilical cun¡eo. See T¡bb 73.
Sag crrr'ìrs: ¡tlcct Òntcrline and f,owline decigned wtth a
vsrtlcel ct¡rw (æc exccpûion below). See Fþun 7'lt
rnd Trbb 7{,
t.
Sag Gurec: For grade dtengea <1,O16: gutler lowlineo at
lør pointa er€ dJ ûslgnad
Applicant
Validation
N/A lncluded
Staff
Check
K. Þ Series of grade breaks meet the vertical alignment criteria
for the design speed ofthe roadways.
L. > Minimum centerline and flowline grade for streets is
0.50%.
M. Minimum flowline grade for cul-de-sacs is 1.0%.
N. Minimum desirable grade around curb returns is 1.0%.
Minimum allowable grade around curb returns is 0.50%.
o.
P.>
o.
Curb return profiles (except medians) are provided
Centerline profiles through intersections provided
R.>
s.>
Flowline profiles provided on both sides of all streets (Final
compliance).
Centerline profiles provided for all streets (Preliminary).
Proposed (solid line $pe) and existing (dashed
line type)
ground lines provided and labeled.
T. > All proposed and existing vertical curves and grade breaks
are dimensioned (Preliminary)/ stationed and labeled
clearly (Final compliance).
Vl. Cross Slopes
A. Minimum cross slope of new streets is 2.Oo/o.
Minimum cross slope of any reconstruction or overlay is
1.5%.
Maximum allowable cross slope on all new streets is
3.0o/o.
Maximum allowable cross slope on any reconstruction or
overlay of existing roadways is 4.Oo/o.
Street modifications (widening, turn-lane, etc): the
widened portion is within the stated limits and is not less
than the existing cross slope.
When tying to existing cross slopes: Curb and gutter or
centerline shall be designed such that the when the
existing pavement is overlaid it results in a straight line
cross slope grade that meets standards.
G. Cul-de-sacs: See Figure 7-19.
Vll. Design Speed
A. Þ Roadways are designed according to their proper design
speed. See Table 7-3.
Vlll. Curb Return Radii
A. Curb return radii used in accordance with Table 8-2.
B. Minimum desirable flowline grade around curb returns is 1%.
C. Minimum allowable flowline grade around curb returns is
0.50%.
B.
c.
D.
E.
F.
Last edited : 3/23/07 7 Appendix E-4
Appllcrnt
Velidetion
|$ lncluded
$ú
Ch€d(
r-\uÉrJã ÉÉ*torù ts ^)/Â -
-- Po6r.rc St\\lJfrtg Þn{)?^,rÒ \sçl
lX. fdl¡n3
A. Prwlded es Btsl€d on Fl¡ult¡ 7-lF thru 7-l3F
B. > .ì fidth of mcd¡.ß arê m leps th¡n ¡f'witc.
G. Þ Tr¡n !¡ne and Aø¡: Lcfr-ù¡m l¡n o (¡uhd! mranbd)
dslbnsd r¡frg ølbrla ænbin€d ln Fl¡u¡¡ ù8. t{ ¡ &ll.
D. > l¡nrhcaped nredimg incl¡de teln¡gp lhdllüo! b hsndl€
lprinl¡lü rurìolt end nul¡ance llor¡. ¡s¡¡6 ¡ppendk C.
E. > lßdlen(¡) aË de*¡n€d riÜt kd cr¡lö or q¡rþ
wlth
orthll gutHr 0f gr¡ûrs ata nd
n€€ded b hande
dnilqs), or medi¡r€ tþ doigmd rlh cttö wih inlbr
Cuttr (it $¡tÞr¡
¡ro nëff b hendle dn¡n¡gp).
F. > t{ce of rnoditì(t) locabd üldr ü¡t v¡tthb Omim
rnüqnontt cilìply ïlth vehi:þ Uad(læ bmdsbc.
G. > Tren¡iüon pohtr of rr€dlem do not lt¡¡¡'rryle polnb'. A
lü)' minim¡m redim nlh mlnlmum ¡rc le¡¡üt of 5O' il
ured at ùanilin þcetion¡
H. > Ponnrstt ¡ùr¡cürü u,lthin madhil ¡t¡ a minim¡.¡m of 5'
liorn üp d6Ðtür¡¡l lene.
l. > Pedæt'len rúuge anar ùl prûì,ldcd h the nosea d
írcdLn . Sæ Ch.p!.r 10, P¡do¡übn Frcllllll¡ Drþn
ud Ï¡chnlcd Crlbrlr.
J. Prufilee ¡hall be plovided br ell areas of inf,ow curb and
gutter, Profiles or adGquete Epot elêvâlion8, dimensiont
and any other inbrmation neoessary br pview and
oomtruclion shall be provided for all medians,
X. Culdc¡rc¡
A. > Èovitlstl onlyon Local SìùE€û¡. See Fþulc f-19t7-tl
B. Þ tqlnum þneûn of æo' (1320' m¡x.) if fill epdntler
lytbm! af€ irutallcd ln !ù¡¡cùrEs.
G. > Minlnun redll us€d. Sæ Fl¡ur ?.le
Xl. Eyobrcwr
À > Prcritled on¡y ql Loc¡lsfüeb. Sce Flgur 7-2t.
B. > Sp¡ðd ln conbm¡rn uith üc rrquiemenb ¡n Càrp!¡r 0,
Acæ¡ R¡qulrurnù rnd Gdbrl|.
xll. Derd{nd tteotr
À > Tcmponry deedcld !ù€sb provilod onlt on ¡ùËb that
do nd heyc dlnct aæos Íoln d¡oining proporty,
¡.
--i-
J-
K
r
r 8.> Trnporary
prordrhd br
turn*u.¡nds üü1 a mhlmun rdlt¡ of 5(l'
pcrmltbd dsad.nd !ù€at¡. Sæ Flgun 7-26.
C. Temporary aooa!¡8 eaa€monþ dedicaled on the Plat
Last otlilod 3fâ/07 I Appendix E-4
Applicant
Validation
N/A lncluded
Staff
Check
Xlll. Driveways
A. \Mrere curb cuts are provided, concentrated runoff from
adjoining properties does not discharge across the
sidewalk.
B. Þ Spacing of curb cuts conform to spacing requirements.
See Flgurc 9-1 and Table 7€
C. Drive approaches slope toward the street.
D. Þ Driveways intersect streets at 90" t10' for a minimum of
25' measured perpendicular to the street from the curb
edge or EOA.
E. > All access/driveway approaches are paved with Portland
cement from the street to the ROW.
l. SF Residential Approaches
a. Þ Minimum width of driveway(s) is 12' and the
maximum width is 24'. See Standard
Drawings 706 and 707.
b. Þ Sidewalks are continuous through driveways.
Seo Standad Drawlng 1601.
c. When pedestrian accessible driveways are
required in lieu of mid-block access ramps, the
slope of the driveway is < 1:12 and spaced at
300' intervals on both sides of the street.
2. High Volume Driveway
a. Þ* Driveways accessing Arterial Streets or meeting
criteria in Section 9.3.2.A shall conform with
Standard Drawing 707.
b. Þ'Maximum width is 36'. lf wider, e med¡an
separates the inbound and outbound traffic.
3. Þ Multi-Famlly flrelllng Unlt Drlveways
Minimum width of driveway(s) is 24'. Minimum of 28'
for driveways serving 12 units or more with
maximum width of 36'.
XlV. Grading ln The ROW
A. Maximum slope for all areas within the ROW is 4:1
B. Maximum slope outside of the ROW affecting public
improvements is 4:1.
Retaining walls provided where slopes exceed 4:1.
Retaining walls designed in accordance with Chapter ll,
Structures.
D. Minimum slopes in non-roadway areas is 2.0%
X
Y
x
k
{
c.
Last edited : 3/23/07 o Appendix
E-4
ADp$c¡nt
Valklaüon
N/A lncludcd
r
Strff
Check
X
X
A. Centallne Btationlng la tñe ¡û¡nd¡rd snd ¡hall be usod
ilcapt et culd+eec¡, wherc llo¡vllne 6taüming ls us€d
(Shlion equaliono provided.), unl€ss ?pro\ral þ uge
ñowline stalionlrq is given
R > Sb¡d nr¡c ptovidd m a¡l ¡llcÈ.
T. > A¡ ctldnenb *ot n h U. ptan v*lwr.
U. > il¡Elr.llrs grovitlotl h boü phn and goñle.
Pag€
nrmöü. ¡idon and eþnton lndqled.
V. The ¡caþ of all stpets alg as þllows:
l. > llorbontrl - 1' =
ãl', 30', ¿10', or 50'
¿ > Y.rüc¡l - l'= 5'or 1O
t. > otr¡tdl Phn - 1'= 1(þ'
W. > At ghrå lnptutruttctt\ hc¡tdlq b¡t not l¡nibd þ,
rodny!, dtiewey¡, t¡ül¡liæ, cb. tÐ dc¡Úy ¡hom end
l¡È.Ld ¡¡r¡dt.
X. > A lcg.nd b ptottt¿¡C m tdt ltËoû ¡Ôdirying the
¡ymbob ured on üel Prtn¡hr rltæt.
Y. > l(.y Íç b pmvr.ft cì ÙË Plsn
¡nd prdlþ drob (lbr
r¡üllty pbn¡ h¡viq 3 a mæ pbn ¡nd
pmfle ¡he¡û¡).
> sb.ot Crulr Srcüonr (Prfinlrty I lypþd þt rcfi .trttl
A. Cross seciions þr Arbri¡l Sù€ets and Collector SÍeetr
arc provlded at 50' lnbruele. Croos alæ r€qulred wh€re
Êpêabl cond¡tions werenl the need (i.e. widening of an
exioüng street), The lntênel mey be a-dlurbd whcte site
topography is unique.
1. lnlonn¡llon P¡ovldrd on cæh Crcaa Socüon
¡. Þ Cuô t gutbr, ci¡üm(D ¡tttl pmpo..df)
b. Þ Rodr¡yr¡dbæ, ¡¡ùüng¡ndPropo.Êd
c. > Sid€mk, üitürp nd PoPccd
d. > Crc¡ ¡lopea, cri¡üig(fl and propocod(')
o. > ROVll, exilirU rnlpopoæd
f. S¡d€ elopcs, exlstlng and proposed, 15'beyond
tho propos€d ROW
g. Sbüons
h. Proposed fowline and oenbrline eþvallons
l. Utility crosslngs
l.> fXn€f!¡onû
k. Areas ol overlay, millirB, pawrrcnl æmovel
and/or reconslructlon.
x
X
x
crl-¿oúgL ál
Nlþ - r.r\ F¡6¡.v- flSooor€ò ,,x1.
Lasl ediled 3n3/07 12 Appendix E-4
Applicant
Validation
N/A lncluded
Statr
Check
XXll. Plat
A. Þ Mai ancó Gi¡eranbe, Repair Guarantee, NÒüce of
Oüer Documents
steternent (to be sb at final compliance).
G. Þ Su r certification steþmont (to be signed at final
complia )
D. Þ StaHnent(s) of larÉ ip
E. > StaHn€nt(s) of ownership and/or mainþnance of all
facts.
trâcts, end other public arcas.
G. Þ Vrcinity Map: Proiect location, nearest 2 Æbrial Sù,eêß,
st€et nemes, Cig limib, major public facil
H. Curve data complete for all curves.
l. > 2tieo to allquot cofi¡€ra.
J. > All e ng and proposed easemenb and ROW dearly
ned.
K. Þ Adloining properties labeled.
L. Þ Scale, graphic scaþ, north anow, daþ of preparation,
compbÞ title w/ location.
t. Þ Boundary legaldescription doses.
N. Þ Lotlines.
O. Þ Designation of areas subject to llooding, induding
floodplain, floodway, ard product conidors. (Eleration
Datum must be rcþrcnoed to City of Fort Collins datum.)
Last edited : 3t23/07 13 Appendix E-4
wlth vsrllcal cun e3, but mlÆt
ma€t üa minlmum .5% grade inb the inlet.
Srg Currroo: For grÉdo ûengsa >1 0%: both sreet
conbrlinc and cr¡ô and gn¡tbr arc dedgned wltlt wdlcal
cr¡nrer. but a minlmum frowlrc grade of .5% must stlll be
mainblned.
J. > Slngþ pofìt grdc bre$ do nd €06.d 0.10*, ooed ¡l
nrhb ìrtm mh .5!6 gtÉ m hc ar{el b t¡Cdrd.
Lasl edited 323/07 0 Appendix E-4
Appendix E-4
L.
M.
Last edited : 3/23/07 2 Appendix E-4