HomeMy WebLinkAboutLot Certifications - 03/29/20192/14/17 Page 1
CERTIFICATION OF LOT GRADING
Pursuant to Fort Collins City Code § 26-544 & City Land Use Code § 3.3.2 (e)
Date:
Address:
Lot: Block:
Subdivision:
Permit Application #:
Larimer County Parcel #:
Larimer County Reception #:
(on development agreement)
I, (print) , a Colorado registered professional engineer, verify that construction
of all stormwater facilities and grading is complete and hereby submit this certification.
Please answer the following questions by initialing the appropriate response. For each question initialed “No,” attach an
explanation detailing how this will affect stormwater drainage for this lot and any adjacent lots.
1.Certification includes attached Stormwater-approved grading plan. (NOTE: City’s
Building Department does not approve grading plans).
2.Certification includes the attached as-built survey dated (must be within 60
days of the date the certification is submitted) accurately and truthfully depicting
elevations for:
Top of foundation/finished floor
Finished grade on each side of the structure
Quarter points along each lot line (not more than 50 feet apart)
Break points/high points
Swales
Berms
Retaining walls
Air conditioning pads
Window wells
Any other appurtenance(s) within an easement
3.All elevations are within a 0.2 foot tolerance of the approved grading plan.
4.The top of foundation is at least 6 inches above the highest grade surrounding the
structure.
5.There is a minimum grade of 5% away from the structure within the first 5 to 10 feet
adjacent to the residence.
6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single
family lots when the swale is draining the runoff from only two adjoining properties)
and are not steeper than 33% (3:1).
7.All flow lines of stormwater drainage swales are a minimum of 6 inches below the
elevation of ground adjacent to the structure and will direct drainage as shown on the
Stormwater-approved grading plan.
8.All downspout locations and discharge directions are shown on the as-built survey.
Runoff is directed into an appropriate drainage system or lot line swale, and it is not
directed onto neighboring properties.
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
Accepted 3/29/2019 WL
B1802897-99, B1802901
LOT 23
LOT 24
LOT 9
LOT 10
LOT 8
LOT 7
LOT 6
LOT 5
LOT 27
LOT 6
LOT 1
LOT 8
LOT 7
LOT 26
LOT 25
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
BLOCK 1
BLOCK 4
BLOCK 2
BLOCK 2
BLOCK 3
COMET STREET
(PRIVATE DRIVE)
SKYRAIDER
WAY
(PRIVATE
DRIVE)
TIMBERLINE
ROAD
TRACT G
TRACT I
TRACT F
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 42
LOT 43
LOT 44 LOT 45 LOT 46 LOT 47
LOT 48 LOT 49 LOT 50 LOT 51
LOT 52
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
TRACT H
TRACT I
TRACT
F
FF=4947.26
FF=4947.28
FF=4947.98
FF=4947.99
FF=4949.21
FF=4949.55
FF=4948.98
VICOT
WAY
44
46
PROPOSED UTILITY PLANS FOR: EAST
RIDGE SECOND FILING
DATED: 6.30.16
4.4%
8.4%
13.6%
3.0%
3.6%
5.2%
4.4%
4.0%
14.3%
8.9%
5.3%
9.7%
8.2%
27.5%
4.4%
4.1%
ACCESS EASEMENT
44.72
LP
47
46
1.5%
1.5%
48
47
48
47
3' WIDE SOFT BOTTOM PAN
FOR DETAIL SEE SHEET DT06
45.49
46.43
46.94
47.20
47.83
46.00
47.42
47.32
46.76 47.58
47.28
47.50
46.65
47.79
47.43
46.91
46.11
46.77
47.13
47.46
47.67
45.4146.51
46.29
47.25
47.92
45.89
LP
46.51
LP
45.43
1
1
1
1
1
1
1 1 1 1
1 1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
3
3
3
46.65
48.23
48.23
47.69
45.67
45.53
46.57
46.51
46.63
46.79
45.62
END
3' WIDE SOFT BOTTOM PAN
START
3' WIDE SOFT BOTTOM PAN
END
3' WIDE SOFT BOTTOM PAN
46.11
48
47
48
48
12.0%
8.0%
10.9%
0.8%
0.8%
0.7%FF=4949.51
4947.232
4947.351
4947.404
4947.438
4947.401
4947.387
4947.373
4947.202
4947.094
4947.329
4948.677
4949.345
4949.387
4949.504
4949.347
4949.512 4948.533
4947.768
4947.757
4947.154
4946.701
4947.829
4949.088
4947.7184947.687
4947.684
4949.120
4949.026
4949.517
4947.9784948.121
4946.960
4945.663
4945.635
4945.649
4945.690
4945.700
4945.751
4945.977
4946.270
4946.460
4946.545 4946.613
4946.5824946.509
4947.079
4948.672
4947.091
4946.673
4949.104
4949.051
4945.598
4945.272
4945.205
4945.198
4945.462
4945.630
4945.794
4946.057
4946.198
4946.441
4946.589 4946.762
4947.197 4947.308
4947.005
4947.299
4947.0854946.891
4947.3004947.137
4946.708
4947.3694947.123
4946.9614946.769
4946.626
4946.256
4946.114
4945.967
4945.641
4945.698
4947.353
4947.442
4947.429
4947.449
4947.3344947.334
4947.359
4947.334
4947.371
4947.4034947.391
4947.2864947.1984947.0864946.919
4946.855
4947.399
4947.4884947.508
4947.5054947.499
4947.619
4948.162
4948.623
4949.520
4947.502
4948.869
4949.3474949.429
4948.946
4948.151
4947.607
4947.435
4947.397
4947.429
4947.479
4947.514
4947.629
4949.034
4949.057
4947.886
4947.616
4947.489
4947.474
4947.528
4947.623
4949.088
4949.071
4947.767
4947.559
4947.446
4947.1804946.950
4946.989
4947.128
4949.251
4949.122
4947.059
4946.918
4946.324
4946.3264945.717 4946.129 4946.601 4946.878
4947.971
4947.866
4946.549
4946.607
4946.472
4946.515
4946.616
4948.100
4947.468
4947.508
4947.378
4948.022
4948.012
4947.924
4947.831
4947.805
4947.708
4947.412
4947.404
4947.416
4947.355
4947.913
4947.877
4947.914
4949.160
4949.328
4949.334
4949.285
4949.280
4949.233
4947.996
4947.994
4947.982
4948.041
4947.709
4947.725
4945.7954946.240
4946.281
4946.372
4946.424
4946.524
4946.570
4946.603
4946.627
4946.658
4946.591
4946.607
4946.107
4947.768
4947.644
4947.6244947.661
0.8%
47
46
47
48
49
49
48
48
48
47
49
48
8.0%
4.2%17.6%
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP GR05
JEP
NEW
( IN FEET )
1 inch = ft.
0 Feet3030
30
60 90
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford
Homes\CO,
Timnath
-
HFHLV0001.02_Timberline
&
Vine
Multi-Family\CADD\4-As
Built\HFHLV1.02_GR03_S_AB-2019
CAD.dwg
-
Kyle
Pollock
-
3/26/2019
HFHLV0001.02
11.10.2017
Init.#Issue / DescriptionDate
EAST
RIDGE
TH
IR
D
FILING
MON
TAGE
TOWNH
OMES
FORT
COLLINS,
CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATION.
2.REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4.CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET
RIGHT-OF-WAY ARE FINISHED GRADE.
5.CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR
LANDSCAPE AREAS.
6.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
7.REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
8.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE
INDIVIDUAL FOOTPRINTS ARE DETERMINED.
9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE.
11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND:NOTES:
LOT TEMPLATE A B
4550
50
NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS
1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY
2. MAXIMUM RISER HEIGHT IS 7-1/2"
3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS
AS DEPICTED ON PLAN.
4. LANDINGS SHALL BE 2% MAXIMUM SLOPE.
5. 12" TREADS (TYPICAL)
6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL
DESIGN PLANS.
NOTES GARAGE STEPS
3 - 6-1/2" RISERS
3 - 7-1/2" RISERS
4 - 6-3/4" RISERS
1 - 6-1/4" RISERS
3 - 6-3/4" RISERS
4 - 6-1/2" RISERS
1
2
3
4
5
6
MATCHLINE SEE SHEET GR06
MATCHLINE SEE SHEET GR04
GR01 GR02 GR03
GR05
GR06
GR04
GR07
AB 03.22.19 Record Drawings JEP
4947.757
REPRESENTS RECORD SURVEY DATA
PROVIDED BY GALLOWAY
DATED: MARCH 22, 2019
4947.757
REPRESENTS RECORD SURVEY DATA
PROVIDED BY GALLOWAY
DATED:MARCH 22,2019
4947.757
SCALE:1"=20'
0 10 20
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
69+0070+0071+0072+0073+0074+0075+0076+0077+0078+0079+0080+0080+50
23.71 LF -
18'' ADS
@ 0.50%
STA=77+15.01
INLET
C11
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4946.51
INV
IN
(18"
N)=4937.87
INV
OUT
(18"
S)=4937.67
DEPTH=8.84
34.89 LF -
18'' ADS
@ 0.50%
86.24 LF -15''ADS @ 0.50%
STA=78+36.17
INLET
C13
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.89
INV
IN
(15"
N)=4938.93
INV
OUT
(15"
S)=4938.73
DEPTH=7.16
28.42 LF -
15'' ADS
@ 0.50%
STA=78+64.55
INLET
C14
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4947.63
INV
IN
(15"
N)=4939.27
INV
OUT
(15"
S)=4939.07
DEPTH=8.56
24.04 LF -
15'' ADS
@ 0.50%
STA=78+88.60
INLET
C15
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4947.50
INV
IN
(15"
N)=4939.59
INV
OUT
(15"
S)=4939.39
DEPTH=8.11
34.89 LF -
15'' ADS
@ 0.50%
STA=70+08.50
EX
INLET
C2
15'
CDOT
TYPE
R
INLET
RIM=4941.33
INV
IN
(36"
N)=4934.01
INV
OUT
(36"
S)=4934.01
DEPTH=7.32
23.83 LF - EXIST. 36'' RCP @ 0.20%
STA=71+31.50
INLET
C3
TRIPLE
NO.
16
INLET
RIM=4943.12
INV
IN
(24"
N)=4934.25
INV
OUT
(36"
S)=4934.25
DEPTH=8.87
47.01 LF -
24'' RCP
@ 0.20%
STA=71+78.51
SDMH
C4
6'Ø
MH
RIM=4944.10
INV
IN
(24"
E)=4934.35
INV
OUT
(24"
S)=4934.35
DEPTH=9.76
67.00 LF -24''RCP @
0.20%
125.65 LF -24''RCP @ 0.40%
STA=90+00.00
(STORM
C6)
STA=74+21.13
STORM
C
SDMH
C6
4'Ø
MH
RIM=4946.04
INV
IN
(18"
W)=4935.68
INV
IN
(18"
N)=4935.68
INV
OUT
(24"
S)=4935.18
DEPTH=10.85
181.75 LF -18''RCP @ 0.40%
STA=100+00.00
(STORM
C7)
STA=76+02.88
STORM
C
SDMH
C7
4'Ø
MH
RIM=4945.78
INV
IN
(18"
N)=4936.60
INV
IN
(15"
S)=4936.85
INV
OUT
(18"
E)=4936.40
DEPTH=9.37
STA=77+49.90
INLET
C12
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.30
INV
IN
(15"
N)=4938.30
INV
OUT
(18"
S)=4938.05
DEPTH=7.25
STA=79+23.49
INLET
C16
NYLOPLAST
15"
DRAIN
BASIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.89
INV
OUT
(15"
S)=4939.77
DEPTH=6.12
PROPOSED
GRADE
EXISTING
GROUND
STA=76+26.59
INLET
C8
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.32
INV
IN
(18"
N)=4936.83
INV
OUT
(18"
S)=4936.72
DEPTH=8.60
37.12 LF -
18'' ADS
@ 0.50%
STA=76+63.71
INLET
C9
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.53
INV
IN
(18"
N)=4937.22
INV
OUT
(18"
S)=4937.02
DEPTH=8.51
27.25 LF -
18'' ADS
@ 0.50%
STA=76+90.96
INLET
C10
NYLOPLAST
15"
INLINE
DRAIN
W/
PEDESTRIAN
GRATE
INLET
RIM=4946.63
INV
IN
(18"
N)=4937.55
INV
OUT
(18"
S)=4937.35
DEPTH=9.28
24.04 LF -
18'' ADS
@ 0.50%
100 yr
HGL
4'
49.97 LF -
24'' RCP
@ 0.40%
STA=80+00.00
(STORM
C5A)
STA=72+95.48
STORM
C
SDMH
C5A
4'Ø
MH
RIM=4945.84
INV
IN
(18"
E)=4935.18
INV
IN
(24"
N)=4934.68
INV
OUT
(24"
S)=4934.68
DEPTH=11.16
STA=72+45.51
SDMH
C5
6'Ø
MH
RIM=4945.11
INV
IN
(24"
N)=4934.48
INV
OUT
(24"
W)=4934.48
DEPTH=10.63
99.17 LF -36''RCP @ 0.20%
STA=70+32.33
TIE
TO
EXISTING
C
CONTRACTOR
TO
FIELD
VERIFY
LOCATION
AND
ELEVATION
OF
EXISTING
STORM
DRAIN
STUB
INV
(36")=4934.06
4943.02
47.54
4934.20
4934.17
4943.99
4934.14
4934.19
0.04%
4943.99
4934.54
4934.49
71.22
0.48%
4945.59
4935.35
4934.81
4934.70
50.5
0.32%
4945.52
4935.69
4935.66
4935.22
0.33%124.8
4945.24
4945.28
4945.44
4946.74
4946.46
4945.79
4945.47
4947.36
4945.90
183.4
22.238.527.525.625.723.834.8
4945.58
4938.10
4937.90
89.29 0.44%
4938.67
4938.47
4939.78
4939.03
4938.77
1.32%0.80%0.39%
4937.86
4937.65
31.59
0.13%0.20%1.09%
4937.60
4937.44
0.49%0.54%
4937.14
4936.94
4936.75
4936.75
0.38%
4936.63
4936.83
4936.38
4939.32
4939.22
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford
Homes\CO,
Timnath
-
HFHLV0001.02_Timberline
&
Vine
Multi-Family\CADD\4-As
Built\Site\HFHLV1.02_SD03_S_as-built-2.dwg
-
Kyle
Pollock
-
3/26/2019
HFHLV0001.02
11.10.2017
Init.#Issue / DescriptionDate
EAST
RIDGE
TH
IR
D
FILING
MON
TAGE
TOWNH
OMES
FORT
COLLINS,
CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SD05
JEP
AGM
( IN FEET )
1 inch = ft.
0 Feet5050
50
100 150
KEYMAP
TIMBERLINE
ROAD
ROTATION: 90°
STA:
SCALE: H: 1"=V: 1"=
toPRIVATE
STORM DRAIN C
70+00.00 79+23.49
50 5
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
E E EPROPOSED ELECTRIC
GAS
8''W
8''SS
8''SS
8''W
PROPOSED MANHOLE
NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
2. JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH FLEXIBLE JOINT SEAL COMPOUND PER
THE PIPE MANUFACTURER STANDARDS AND AS APPROVED BY CITY INSPECTOR.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. LAYING
LENGTH INCLUDES FLARED END SECTIONS.
4. RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR
HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS
SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND
PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL VERIFY THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.).
7. SEE DETAILS FOR RIPRAP PAD SIZING.
8. PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE.
9. MANHOLES SHALL BE SHAPED UNLESS OTHERWISE NOTED.
10. SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE SHEETS SS01-SS06 FOR FINAL
ELEVATIONS.
11. WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY THAT 18"
VERTICAL SEPARATION IS MAINTAINED BETWEEN WATER LINE AND STORM PER ELCO STANDARD DETAILS.
12. SEE EXISTING CONDITIONS SHEETS FOR EXISTING BOUNDARY CORNER COORDINATES.
13. ALL STORM MANHOLE LIDS TO BE ROTATED OUT OF CURB AND GUTTER, CROSSPANS AND SIDEWALKS.
14. MANHOLE RIM ELEVATION ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE IN PAVED AREAS.
SD05
AB 09/07/18 Record Drawings JEP
INV OUT (24" S)=4912.20 4912.48
REPRESENTS RECORD SURVEY DATA
PROVIDED BY NORTHERN ENGINEERING
DATED: SEPTEMBER 7, 2018
8''SS
8''SS
8''SS
8''W
8''W
8''W
SS
8''SS
8''SS
8''SS
8''SS
8''W
8''W
8''W
8''SS 8''SS 8''SS
8''W 8''W 8''WSPIRIT LANE (PRIVATE DRIVE)
WAY
VE)
TRACT F
LOT 35
LOT 36
80+23.7780+00
INLET C5A.1
STA=80+23.77
CDOT TYPE C INLET
N:17852.9688
E:10266.5463
18'' RCP 23.77 LF @ 0.40%
SDMH C5A
STA=80+00.00 STORM C5A
STA=72+95.48 (STORM C)
4'Ø MH
N:17853.2624
E:10242.7813
TRACT
F
SANITARY LINE 4.1
SEE SHEET SS06
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
79+50 80+00 81+00
PROPOSED
GRADE
EXISTING
GROUND
23.77 LF - 18'' RCP @ 0.40%
STA=80+23.77
INLET
C5A.1
CDOT
TYPE
C
INLET
TBC=4943.15
INV
OUT
(18"
W)=4935.28
DEPTH=7.87
STA=72+95.48
(STORM
C)
STA=80+00.00
STORM
C5A
SDMH
C5A
4'Ø
MH
RIM=4945.84
INV
IN
(18"
E)=4935.18
INV
IN
(24"
N)=4934.68
INV
OUT
(24"
S)=4934.68
DEPTH=11.16
100 yr
HGL
4945.59
4935.35
4934.81
4934.70
4943.18
4935.18
23.2 -0.73%
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
89+5090+0091+0092+0092+50
STA=91+03.78
INLET
C6.1
2'
ROUND
AREA
INLET
NEENAH
R-2560-23
GRATE
RIM=4946.52
INV
IN
(18"
N)=4936.29
INV
OUT
(18"
S)=4936.09
DEPTH=10.43
33.59 LF -
18'' RCP
@ 0.40%
STA=74+21.13
(STORM
C)
STA=90+00.00
STORM
C6
SDMH
C6
4'Ø
MH
RIM=4946.04
INV
IN
(18"
W)=4935.68
INV
IN
(18"
N)=4935.68
INV
OUT
(24"
S)=4935.18
DEPTH=10.85
103.78 LF -18''RCP @ 0.40%
STA=91+37.37
SDMH
C6.2
4'Ø
MH
RIM=4946.92
INV
IN
(18"
W)=4936.62
INV
OUT
(18"
S)=4936.42
DEPTH=10.50
92.00 LF -18''RCP @ 0.40%
STA=92+29.37
INLET
C6.3
TRIPLE
NO.
16
INLET
RIM=4945.29
INV
OUT
(18"
E)=4936.99
DEPTH=8.29
PROPOSED
GRADE
EXISTING
GROUND
100 yr
HGL
HGL HGL
HGL HGL
4945.52
4935.69
4935.66
4935.22
4946.50
4936.24
4936.04
106.34 0.36%
4946.73
4936.58
4936.38
31.90
0.44%
0.57%90.7
4945.18
4937.10
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
99+50 100+00 101+00 102+00
STA=101+26.09
INLET
C7.4
NYLOPLAST
15"
DRAIN
BASIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4943.93
INV
OUT
(15"
N)=4938.00
DEPTH=5.92
27.25 LF -
15'' ADS
@ 0.50%
STA=100+98.83
INLET
C7.3
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.35
INV
IN
(15"
S)=4937.87
INV
OUT
(15"
N)=4937.75
DEPTH=7.61
24.04 LF -
15'' ADS
@ 0.50%
STA=100+74.79
INLET
C7.2
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4945.43
INV
IN
(15"
S)=4937.63
INV
OUT
(15"
N)=4937.43
DEPTH=8.00
34.89 LF -
15'' ADS
@ 0.50%
STA=100+39.90
INLET
C7.1
NYLOPLAST
15"
INLINE
DRAIN
W/
15"
PEDESTRIAN
GRATE
INLET
RIM=4944.06
INV
IN
(15"
S)=4937.25
INV
OUT
(15"
N)=4937.05
DEPTH=7.00
39.90 LF -
15'' ADS
@ 0.50%
STA=76+02.88
(STORM
C)
STA=100+00.00
STORM
C7
SDMH
C7
4'Ø
MH
RIM=4945.78
INV
IN
(18"
N)=4936.60
INV
IN
(15"
S)=4936.85
INV
OUT
(18"
E)=4936.40
DEPTH=9.37
PROPOSED
GRADE
100 yr
HGL
EXISTING
GROUND
HGL HGL HGL
4945.24
4943.99
4945.56
4945.40
4944.01
41.3
32.8
24.3
26.06
0.88%
4937.78
4937.640.33%
0.64%
0.39%
4937.56
4937.36
4937.15
4936.99
4936.63
4936.83
4936.38
4938.01
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford
Homes\CO,
Timnath
-
HFHLV0001.02_Timberline
&
Vine
Multi-Family\CADD\4-As
Built\Site\HFHLV1.02_SD03_S_as-built-2.dwg
-
Kyle
Pollock
-
3/26/2019
HFHLV0001.02
11.10.2017
Init.#Issue / DescriptionDate
EAST
RIDGE
TH
IR
D
FILING
MON
TAGE
TOWNH
OMES
FORT
COLLINS,
CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SD06
JEP
NEW
( IN FEET )
1 inch = ft.
0 Feet5050
50
100 150
KEYMAP
STA:
SCALE: H: 1"=V: 1"=
toPRIVATE
STORM C5A
80+00.00 80+23.77
50 5
ROTATION: 0°
STA:
SCALE: H: 1"=V: 1"=
toPRIVATE
STORM C6
90+00.00 92+29.37
50 5
ROTATION: 90°
STA:
SCALE: H: 1"=V: 1"=
toPRIVATE
STORM C7
100+00.00 101+26.09
50 5
ROTATION: 90°
SD06
SD06
SD06
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
E E EPROPOSED ELECTRIC
GAS
8''W
8''SS
8''SS
8''W
PROPOSED MANHOLE
NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
2. JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH FLEXIBLE JOINT SEAL COMPOUND PER
THE PIPE MANUFACTURER STANDARDS AND AS APPROVED BY CITY INSPECTOR.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. LAYING
LENGTH INCLUDES FLARED END SECTIONS.
4. RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR
HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS
SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND
PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6. MANHOLE DIAMETERS SHOWN ARE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL VERIFY THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.).
7. SEE DETAILS FOR RIPRAP PAD SIZING.
8. PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE.
9. MANHOLES SHALL BE SHAPED UNLESS OTHERWISE NOTED.
10. SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE SHEETS SS01-SS06 FOR FINAL
ELEVATIONS.
11. WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY THAT 18"
VERTICAL SEPARATION IS MAINTAINED BETWEEN WATER LINE AND STORM PER ELCO STANDARD DETAILS.
12. SEE EXISTING CONDITIONS SHEETS FOR EXISTING BOUNDARY CORNER COORDINATES.
13. ALL STORM MANHOLE LIDS TO BE ROTATED OUT OF CURB AND GUTTER, CROSSPANS AND SIDEWALKS.
14. MANHOLE RIM ELEVATION ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE IN PAVED AREAS.
AB 09/07/18 Record Drawings JEP
INV OUT (24" S)=4912.20 4912.48
REPRESENTS RECORD SURVEY DATA
PROVIDED BY NORTHERN ENGINEERING
DATED: SEPTEMBER 7, 2018