HomeMy WebLinkAboutLot Certifications - 08/05/2025Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we Dan Mogen
08/05/2025
FRONT RANGE COMMUNITY COLLAGE
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t EE WESTB Y PUD FILING 2 UTILI94 / FROM GRADING PLA /
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64.7
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6• CROSSPAN 4 r
L
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DRAINAGE UTIL T( EASEMENTS \ /
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84
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F_ - -I - - - - - - - - - - - - - -1', t1 b.7 / / / I 43 \ LOT 36
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I I OT 3p, 64DRAINAGEUTILITYEASEtr11 / /
FF 93.1 ,
I 84\ \
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OT 56
g TYP t FF 85.5
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ea tx> a Dff - 109.0 \ ; I _ i / r 1 1; , / - - - - Ld - - - - I L \ - - - - J 7D - SIDEWAtK CCLV -11 !
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DRAINAGE R UTILITY EA 2.83 e Z 1 - ,r- > r - i- C l 192
1 - - i - - - -
I -
fl 1 J 1'`I1\ 1 1 F 19 DRAINAGE EA IENT \ I - - - - - -
zll'' FF 98.0 I I I ` I I I I I
FF 90.6'
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FF 9®.1
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1°s- - - -
ACK CULVER (D-lll - - - 1 i',• I, 1 11 1 96
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FF 96.0
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7) ` OTFF 94.0 \
LOT 37 LOT 27GRADECONTROLSTRUCTLRESR1PRAF
t \ 1
I I LOT 38 \ I I T I I LO 2 e4
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7
OT 62 I I \ n n' --_-
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I I I ,I I I I -- - e4
o \ DEWALK CULVERT d INLETIIFI ER - _ - -
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U - \ \ - - - - - - 94 ae.3882 `
W _ _ _ ' _ _ _ _ - ' - - - - - - - - - - -
as - LO 28
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BRIDGE RI 1 1Cii . I (3) f is FF=88t0 1
Z` W I I I I i
I I I I SMITy - ' LO 2
I.
Q' I F 102A LOT 64 i i I LOT 2
W - - - - - - i -• J tF 97.5 I 9 I I L3 - I - LOT 40 I I LOT 41 I L 2 ` - - - - -
11 -
ik- - - - - - 4-- -- - - - - _ - - - - 1 `` `\\\` - ' - - - - 20 - - - - - -
FF 91.5
I -
FA 9 . 2
20 `
1 \\ 2.5' i
I I I I I FF=5W' --
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OT 65 - - _ -
1 - - - - - \ SMITFT LATERAL IN 15" PI(DE
I- \'
C
I I
PFj[\ L - - - - - - - - - - g4IR LO 2>
I r INLET X ,_
10 EXISTING NET f RELOCATED HEAD(A E` i 1 ' `
L - - - - sa
1
t Ir I I
LOT 54 s Sr ET =3A_20* /7I UTILIT ASEMENT - _ - _
T"
4
TEMP 40' CUL-DE SAC PHAS _L E - t- - -{ - - - - - - - - - _ _ -
f I I , FF 97.0 1 1 IRRIGATION MANHTCH LIIE
1 \ \ LOT 23
1
TT
4atIn%. o C CVTCTTV.,rI_NVo 78.2
d I E r,l' -07 25 8 30 FM
F lTRIE a MUM
t00
S G 15• R P S=0.3i Oz =1.31 cf s
Vt al IINLLETVo -0f2.20 c
DRAY . GE EASEMENT LIMITS
I ET D-7 IE
S E ETAIL SHEET &7 AS PER RECEPTION a94069424
1L FILTEj 8 SEDIMENT TRAP SEE CROSS SECTION SHEET Il
I
I
00
POND B
WATER SUREALL
VOLUME _ 1.200 t LRE F tET
SEE DETAIL SHE T 11
I I
I
00 ,,
I'
IiI
5084.8
S
1
EET TREES a 40'
00 men me, PHASE BOUNDRY
PHASE I LOTS I to 7 & 11 to 18
PHASE II LOTS 19 to 49 8 51 to 54
PHASE III LOTS 55 to 67 & LOT 50
EXISTING EDGE PAVEMENT PHASE N LOTS 8. 9, 10. 68. 69. 70
SEE LROSS SECTION
I HET 7 CD
ELAT NOTE 11
in
00
I
I
i
G mm
W
j' W
z
p wj
1
N
V00 9I m
ING SAG CLLVERT BOXII84.14
u
I t
FF-IOF r i ,l ; \ INVERT 66.29
T _ j 10' TRAIL EASEMENT -
I I T I 16' IV TY ESE
N
C ' - - -; - , L T14 \ \ --F91.0-I1800
7 I
I
92.5 T '
ELEC V UL
BARN `, \ \ 3.51 0 x I I fl LOT
Seem - I _
F"102.5 II / \ \ 5.18 ec i \ _ _
I
FF 90.5 i
1
LO _ ' 9 i'i _ - - ' \ \ \ \ \ LOT 22 w95
I / WATER SURFACE
92
l LOT 15,
sd7 TRACT C _ ° , i / , \
f
WAY D-14 W= - v PON0.
1 Vi 9 /
5 \ \
LOT 12` -
FF 92.0 \ LE I 1
SEE SHEET 35 FOR PV&LC
FORT COLLINS - LOVELAND WATER DISTRICT PROFILE AND WATER
SOUTH FORT COLLINS SANITATION DISTRICT %99 SURFACE ELEVATION
SEE SHEET 11 FOR EROSION CONTROL
UTILITY PLAN APPROVAL
S`°"d°'d Erommm O°rmvLrt •" Pl" Nate= CONSTRUCTION SEQUENCE
APPROVED:
I.
Fcu-City cF Collins Stcrmwaker Utility Eromtan Control Inepeckor meet, is rotiFted at Leek 24
prior Lo any cormLm=Lim on U-" eita
Z All required p r-un-t-r ail+ Fe=um shell 6a installed prior to any land dst ,J uy ecLiviby 6toclpol
DATE: It -7-lyf appropriate tune i cmw mLrL=t&n q.,enea a. rxhcoLeo'w
n
the approvad pro,)•ct ecFmd a, car-
br +ion plarm, crd sroston cmtrol report APPROVED'
a Pre-d burbar a vepeket.tan sFdl be protected and retainad wherever pxw"m Rwnoval or rJ, r6en, PLEASANT
VALLEY AND LAKE CANAL DITCH
COMPANY UTILITY
PLAN APPROVAL APPROVED:
zL• PRESIDENT
DATE:
ce"/6- 9 9' LEGEND
ram/
f t A
BASIN IDENTIFICATION exLs+
vp vapstatton =hell the arse mwmdleke corstrucLuv a ior-. required - 5.60 a SYSTEMS
EPZ04EE2 and for the aFno-t-st p'xktcel priori of Luna. BASIN AREA p
4. All soils expowd durunp Iand dt.t.r6 activity Istrippru pradirQ uLtlit y k.Lcillettane, sL.,+q luy. DATE: (` 7 - yt fillro -kcJ ahell be kept in a. oudnar-d cord LiorI by rippnp or diet ung clay lad contar- skin mulch vepskation
or other psrn -m-k e•oean corhrol is unskeuad. No soils in area- cukstds of etr rid-"
of way shall ram u, -posed by lad dial -burp me-Uvtky for nor•- then ttntrky t30F days 6-for-
r garm tetvarary or pm -maim! erosion control tea. mead/mulcK ladaompvti;. -trJ ion uwLalled, t
Jmum okharvLas approved by th- Storreeks- Utility. R The
prop r+y shell be woLeredd and mm aimLatried ak all tmra drug arrtrr.c kt_a n activittw ao as to p--v k wvxlromU erosion
All land d Lwima aetivtkiw shall 6- mradak-ly dL*cw*VI and whorl ftottivu du-k
m pecke edimcank prop.-tiem are det enmrwd by t.hs Gty of Fork Colhrm Enpvre-uy 6. All
temporary tekxue+ reD erosion control m-aarw shell be urpactad ad repaired or rcaititr as ne aesary
afkar om+i r ff even! in ardor to assure contuxmd pa -for..- of U-"r vkandad , furLimm All
r-kau-d sedmetka, pa-kiwlarl:3 home m paved roadway atrfeces, shell 6- removed - ad dsFx-
ad of in a marrer and IccaUm so as rot to Gas- their raleea- unto a d o&v*wm%k . 7. No =
oil stocl-ptle shall exceed ten W feat in I,miohk. All soil skadptlw .hell 6- proLeckad Fran ssd-w-&
L-m-po-L by surface rctjd ry. wetervQ and perm -ter -a+- f--v_0 Any soil skod"l- - remounirp after
30 days shell be waded and mulched. ... - .. . INS y
C` 5
7C 4 7 O9 CONCENTRATION
POINT SEE TABLE SHEET jvI0 WOMM-MOMM
DRAINAGE BASIN BOUNDARY SILT FENCE
STRAW BALE
DIKE FLOW DIRECTION
WETLAND LIMITS
FLOWLINE PROPOSED
CONTOUR
a City
Ordnance pry F tm this krrocl u , dropptnp or depositxv of soils or any oUi-r• material onto Ctty strwtm by
or from any vehicle. Arty unedverkak deposited mmLcrrlel shall be cleaned urmechoLely by STREET TREE 40- OC 2- CALAPER the cant
rartm. Vo 85.
96 I . XISTING BOX
TOP=89.21 ILI min CLARENDONHILLS
DRIVE NOTES: 1--
TOPO
INFO FROM CITY OF FORT COLLINS TOPO 4-9-82 ELEVATIONS FIELD
CHECKED RACTS A.
B. AND C ARE DRAINAGE 9 UTILITY EASEMENNTS. 3.
SEE
SHEET 11 FOR EROSION CONTROL SCHEDULE NOTES CITY
OF
FORT COLLINS. COLORADO UTILITY PLAN
APPROVAL APPROVED: e '
44LCOC DIRECTOR ENGVNDERANO
1 DATE
CHECKED
BY:
STORMWATER UT
DATE CHECKED BY:
N•A- 3,0•00 NATURAL RESOURCES
DATE CHECKED BY:
DATE CHECKED
BY:
Dote: FEB.
20.1999 Drown: ET
Designed: ET
Scale 1' =
50 feet p/• G
S. TNq • F DATE TY(
AYER
COTTONWOOD RIDGE
GRADING. DRAINAGE &
EROSION CONTROL PLAN
NORTH ET DESIGNS
31741 RCR &
35 STEAMBOAT SPRINGS.
CO 80487 970-879-1578 SHEET NO
2 OF 39 1 PROJECT NO C-3
1•809 v1L/-4
S 88°48'18" W 90.00'
10' UTILITY AND DRAINAGE
EASEMENT
TOF = 97.0
FG = 96.5
BFE = 86.00
FF = 98.1
COVERED
PATIO
S
0
0
°
4
0
'
5
9
"
E
1
1
3
.
5
8
'
N
0
0
°
4
0
'
5
6
"
W
1
1
5
.
4
5
'
20.9'
9.17' UTILITY
EASEMENT
6' DRAINAGE EASEMENT
6' DRAINAGE EASEMENT
20.0'
AC
COVERED
PORCH
N 90°00'00" W 90.00'
DS
DS
DS DS
DS
DS
DS
DSDS
92.8 AB94.0 AB
89.9
A
B
L
P
92.1 AB
BORDEAUX DRIVE
VANCE
CONSTRUCTION
DRAWN:CHECKED:
DATE:
SCALE:Engineering
Corporation
165 2nd ST SW
LOVELAND, COLORADO 80538
(970) 667-8010
PROJECT NO.
DRAWING NO.
REVISION NO.
SHEET OF
1" = 20'
07/16/2025
sdw jaj
P23-2212
1 1
20020
SCALE 1"=20'
1156 BORDEAUX DRIVE
LOT 37 COTTONWOOD RIDGE
FORT COLLINS, COLORADO
I, Steven D Wood, a duly registered Professional Land Surveyor in the State of Colorado
do hereby state that the elevations shown on this Final Grading Survey are the direct
result of field shots taken July 11, 2025 by me or by personnel under my supervision, and
are to represent field conditions on the date of the survey.
Steven D Wood, P.L.S. 38547
For and on behalf of
CDS Engineering Corp.
94.1 X = SPOT ELEVATIONS
PER FIELD SHOTS BY THIS
SURVEY
NOTICE: According to Colorado
law, you MUST commence any
legal action based on any defect
in this survey within THREE years
after you first discovered such
defect. In no event, may any
action based upon any defect in
this survey be commenced more
than TEN years from the date of
the certification shown hereon.
= SPOT ELEVATIONS
FROM GRADING PLAN
FINAL GRADING SURVEY
94.07 AB
x
94.0
x
93.9
x 93.4 x 92.8
x 92.1
x 91.5
x92.9 x
92.6
x
92
.
0
x
92.9
x
92.3
x
92.1
x
91.4
x 91.8
x
92.2
x
92
.
5
x
92
.
3
x
92.
0
x
92.0
x
91.3
x
91
.
8
x
92.2
x
91.6
x
91
.
6
x
91.6
x 91.7
x
91.5
x
92.3
x 91.7
x
91
.
5
x
92
.
1
x
91.9
x
92.1
x
92.5
x 92.0
x
92.4
x
92.9 x
92.3
x92.6 x
92
.
3
x
90.7
x
93.5
x
93.8
x
94.1 x
93.3x
94.
8
x
94
.
7
x94.1 x
94.5x94.1
x
93.8
x
93.3
x 93.2
x
92.
4
x 92.7 x 91.9
x93.9
x
92.9
x92.8
x 92.8
x 94.2
x
93.9
x 90.0
x 89.8x91.9
x
92.
8
x
93.4
DS = GUTTER DOWN SPOUT
1
08/05/2025