HomeMy WebLinkAboutEAST RIDGE THIRD FILING REPLAT - BDR190011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSPRIVATE DRIVE A
PRIVATE DRIVE B
PRIVATE DRIVE F
PRIVATE DRIVE 92+I 50.00 to 96+18.88
PRIVATE DRIVE
6' 20' TRACT 6'
UTILITY
EASEMENT
UTILITY
EASEMENT
BACK OF CURB TO
BACK OF RIBBON
PRIVATE DRIVE C
PRIVATE DRIVE D
PRIVATE DRIVE E
PRIVATE DRIVE G
PRIVATE DRIVE H
PRIVATE DRIVE 90+I 00.00 to 92+50.00
PRIVATE DRIVE
CONCRETE RIBBON
2.25%
ROLL-OVER OR VERTICAL
CURB & GUTTER (TYP.)
PROPOSED BASE
COURSE (TYP.)
PROPOSED ASPHALT PAVEMENT
SECTION (TYP.)
6' 20' TRACT 6'
UTILITY
EASEMENT
UTILITY
EASEMENT
BACK OF CURB TO
BACK OF RIBBON
CONCRETE RIBBON
2.25%
ROLL-OVER OR VERTICAL
CURB & GUTTER (TYP.)
PROPOSED BASE
COURSE (TYP.)
PROPOSED ASPHALT PAVEMENT
SECTION (TYP.)
CV01
SHEET
COVER
JEP
JPD
JULY 2019
UTILITY PLANS FOR:
MOSAIC TOWNHOMES
East Ridge Holdings LLC.
Patrick McMeekin
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DEVELOPER / APPLICANT
GEOTECHNICAL ENGINEER
CTL Thompson Inc.
351 Linden Street, Unit 140
Fort Collins, Colorado 80524
LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14 LOT 3
LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
BLOCK 7
BLOCK 8
BLOCK 9
YEAGER STREET
BARNSTORMER STREET
53.75
53.74
53.73
53.76
53.82
53.65
53.65
53.66
53.73
53.78
53.60
53.23
52.63
53.87
53.95
53.95
53.95
53.95
53.95
53.95
53.87
53.87
53.78
53.78
53.78
53.86
53.78
53.86
53.78
53.78
53.87
53.58
53.67
53.61
53.63
53.74
53.44
53.74
53.65
53.51
53.66
53.62
8''SS
8''SS 8''SS
8''SS
8''SS
18''SS 18''SS
8''SS
8''SS 8''SS
8''SS 8''SS 8''SS
8''SS
8''SS 8''SS 8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
12''W
12''W 12''W
12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W
12''W
18''SS
18''SS
18''SS 18''SS
18''SS
18''SS 18''SS
18''SS
18''SS
8''W 8''W
8''W 8''W 8''W 8''W 8''W
12''W
12''W
12''W
8''W
8''W
12''W
12''W
12''W
12''W
8''W 8''W
8''W
8''SS
8''SS 8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''W 8''W
8''W 8''W
8''W 8''W
18''SS
18''SS
18''SS
S
8''SS
8''SS 8''SS
12''W 12''W 12''W 12''W
12''W
12''W
12''W 12''W
12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W 12''W
12''W 12''W
12''W 12''W 12''W 12''W
12''W
12''W
8''SS 8''SS
8''SS 8''SS
8''SS
8''SS
8''SS 8''SS
8''SS
8''SS 8''SS
8''SS 8''SS
8''SS 8''SS
8''SS
8''SS 8''SS 8''SS 8''SS
LOT 4
LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13 LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
LOT 18
LOT 17
LOT 4 LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 8 LOT 9 LOT 10
LOT 11
BLOCK 21
BLOCK 19
(UNPLATTED)
OWNER: WHITHAM FARMS LLC
REC. NO. 20010120159
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
8''SS 8''SS 8''SS
M M
S
S
S
S
S
S
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
24+00 23+00 22+00 21+00 20+00 19+50
STA=10+54.17 (STORM A)
STA=20+00.00 STORM A1
SDMH A1
6'Ø FLAT TOP MH
RIM=4949.31
INV IN (30" E)=4943.19
INV IN (30" W)=4943.19
INV OUT (36" S)=4942.69
DEPTH=6.62
STA=20+33.54
INLET A1.1
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
RIM=4948.11
INV IN (24" W)=4943.86
INV OUT (30" E)=4943.36
DEPTH=4.75
33.54 LF
- 30'' RCP
@ 0.50%
107.18 LF - 24'' RCP @ 0.50%
STA=21+40.72
INLET A1.2
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
RIM=4948.54
INV IN (24" W)=4944.39
INV OUT (24" E)=4944.39
DEPTH=4.14
98.75 LF - 24'' RCP @ 0.50%
STA=22+39.47
INLET A1.3
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4950.02
INV IN (18" W)=4945.39
INV OUT (24" E)=4944.89
DEPTH=5.13
107.30 LF - 18'' RCP @ 0.50%
STA=23+46.77
INLET A1.4
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
RIM=4949.69
INV OUT (18" E)=4945.93
DEPTH=3.77
STA=21+92.10 7.3'
INV=4935.55
SANITARY
CROSSING
HGL HGL
HGL
HGL
HGL
HGL
PROPOSED
GRADE
EXISTING
GROUND 100 yr
HGL
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
8''SS
M M
1 1/2''W
1 1/2''W
M
M
1 1/2''W
1 1/2''W
M M
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
18''SS 18''SS 18''SS 18''SS
8''W
18''SS 18''SS 18''SS
PRIVATE DRIVE C
PRIVATE DRIVE B
PRIVATE DRIVE A
BARNSTORMER STREET
21+00 20+00
23+00 22+00
23+46.77
INLET A1.2
STA=21+40.72
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
N:19672.1033
E:10981.1819
INLET A1.4
STA=23+46.77
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
N:19673.2493
E:10775.1350
INLET A1.3
STA=22+39.47
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19672.6525
E:10882.4335
INLET A1.1
STA=20+33.54
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
N:19671.5071
E:11088.3630
30'' RCP 33.54 LF @ 0.50%
18'' RCP 107.30 LF @ 0.50% 24'' RCP 98.75 LF @ 0.50% 24'' RCP 107.18 LF @ 0.50%
SANITARY LINE 1
SEE SHEET SS01
SANITARY LINE 2.3
SEE SHEET SS01
STORM DRAIN A
SEE SHEET SD01
SDMH A1
STA=20+00.00 STORM A1
STA=10+54.17 (STORM A)
6'Ø FLAT TOP MH
N:19671.3206
E:11121.9043
53
52
51 51
51
52
53
54
51
51
52
53
54
54
53
53
52
52
52
52
52
52
51
51
52
51
51 4950
49
4950
52
52
52
52
49
52
52
52
51
51
4950
4950
49
51
51
51
52
52
52
4949
4949
4950
4951
4951
4952
4950
4952
4949
4948
4949
4948
4947
4946
4952
4953
4954
4955
4956
4957
City Engineer Date
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
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
STORM DRAIN A1 to
20+00.00 23+46.77
50 5
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 ENGINEEER 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.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
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\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
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
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
SD02
PLAN AND PROFILES
STORM DRAIN A1
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
KEYMAP
TIMBERLINE ROAD
SD02 SD01 SD04 SD03
S
S
S
S
S
S
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
M
M
1 1/2''W
M
M M
1 1/2''W
1 1/2''W
BARNSTORMER STREET
BIPLANE STREET
VINE DRIVE
BURLINGTON NORTHERN RAILROAD
50' RAILROAD RIGHT OF WAY
BOOK 245, PAGE 76
& REC. NO. 99035876
1.5" WATER SERVICE
N=19630.98
E=11976.57
1.5" WATER SERVICE
N=19631.06
E=11946.53
1.5" WATER SERVICE
N=19629.83
E=12182.57
1.5" WATER SERVICE
N=19629.91
E=12152.52
1.5" WATER SERVICE
N=19628.69
E=12388.57
1.5" WATER SERVICE
N=19628.77
E=12358.52
1.5" WATER SERVICE
N=19627.88
E=12564.57
PRIVATE DRIVE G
PRIVATE DRIVE H
PRIVATE DRIVE I
PRIVATE DRIVE I
SANITARY LINE 2.6
SEE SHEET SS03
SANITARY LINE 2.8
SEE SHEET SS03
SANITARY LINE 2.5
SEE SHEET SS02
SANITARY LINE 2.7
SEE SHEET SS03
STORM DRAIN B1
SEE SHEET SD04
STORM DRAIN B
SEE SHEET SD03
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 26 LF
CULVERT @ 0.8%
8" RCP 20 LF
CULVERT @ 0.8%
8" RCP 31 LF
CULVERT @ 0.8%
LOT 114
LOT 102
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 78
LOT 73
LOT 74
LOT 75
LOT 79
LOT 84
LOT 83
LOT 81
LOT 90
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89
LOT 91
LOT 96
LOT 95
LOT 94
LOT 93
LOT 92
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 103
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 82
LOT 76
LOT 77 LOT 80
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT
S
TAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
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\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_UT01-UT02_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
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
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
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.
City Engineer Date
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
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
KEYMAP UT02
UTILITY PLANS
NORTH TOWNHOMES
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
8''W
PROPOSED 8" SANITARY SEWER 8''SS
PROPOSED WATER LOWERING
PROPOSED MANHOLE
8''SS
12''W
GAS
LEGEND:
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 ENGINEER 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. WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC.
6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
13. ATTACHED SINGLE FAMILY DWELLINGS WILL REQUIRE A RESIDENTIAL SPRINKLER SYSTEM.
14. WATER SERVICE LINES WITH LESS THAN 1-FT OF CLEARANCE AT STORM DRAIN CROSSING AND WITH LESS THAN 4.5-FT OF COVER SHALL BE INSTALLED BELOW THE STORM DRAIN AND IN 1-1/2" (MIN.)
DIAMETER HDPE SLEEVE.
NOTES:
EXISTING WATER MAIN 8''W
M M
PROPOSED LIGHT (TYPES A & B)
MATCHLINE-SEE SHEET UT01
UT01 UT02
ROTATION: 0°
S
18''SS
18''SS
18''SS
LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14
LOT 4 LOT 13
LOT 5 LOT 12
LOT 6 LOT 11
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
LOT 7
LOT 9 LOT 8
LOT 1 LOT 3 LOT 4 LOT 5
LOT 2 LOT 6 LOT 7
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1
LOT 8
LOT 2 LOT 3 LOT 4
LOT 1
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 20
BLOCK 10
BLOCK 18
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
M M
M M
1 1/2''W
1 1/2''W
M M
M M
1 1/2''W
1 1/2''W
M
M
1 1/2''W
1 1/2''W
M M
S
S
S
S
S
S
S
S
S
S
S
S
M
BARNSTORMER STREET
BIPLANE STREET
NAVION LANE
VINE DRIVE
VICOT WAY
YEAGER STREET
MARQUISE STREET
BURLINGTON NORTHERN RAILROAD
SANITARY LINE 1
SEE SHEET SS01
50' RAILROAD RIGHT OF WAY
BOOK 245, PAGE 76
& REC. NO. 99035876
1.5" WATER SERVICE
N=19637.94
E=10740.57
1.5" WATER SERVICE
N=19638.11
E=10710.56
1.5" WATER SERVICE
N=19636.88
E=10946.66
1.5" WATER SERVICE
N=19636.96
E=10916.61
1.5" WATER SERVICE
N=19635.74
E=11152.59
1.5" WATER SERVICE
N=19635.90
E=11107.62
1.5" WATER SERVICE
N=19634.42
E=11358.58
1.5" WATER SERVICE
N=19634.49
E=11328.54
1.5" WATER SERVICE
N=19633.27
E=11564.58
1.5" WATER SERVICE
N=19633.35
E=11534.53
1.5" WATER SERVICE
N=19632.30
E=11770.58
1.5" WATER SERVICE
N=19632.38
E=11740.53
SANITARY LINE 2.3
SEE SHEET SS01
SANITARY LINE 2.2
SEE SHEET SS01 SANITARY LINE 2.1
SEE SHEET SS02
SANITARY LINE 2.4
SEE SHEET SS02
PRIVATE DRIVE A
PRIVATE DRIVE B
PRIVATE DRIVE C
PRIVATE DRIVE D
PRIVATE DRIVE E
PRIVATE DRIVE F
STORM DRAIN A1
SEE SHEET SD02
STORM DRAIN A
SEE SHEET SD01
STORM DRAIN B1
SEE SHEET SD04
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 13 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 27 LF
CULVERT @ 0.8%
8" RCP 29 LF
CULVERT @ 0.8%
8" RCP 20 LF
CULVERT @ 0.8%
8" RCP 26 LF
CULVERT @ 0.8%
8" RCP 19 LF
CULVERT @ 0.8%
1.5" IRRIGATION TAP
N=19652.68
E=11645.81
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 12
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 13
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 19
LOT 24
LOT 23
LOT 22
LOT 21
LOT 20
LOT 30
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 31
LOT 36
LOT 35
LOT 34
LOT 33
LOT 32
LOT 42
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 43
LOT 48
LOT 47
LOT 46
LOT 45
LOT 44
LOT 54
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 55
LOT 60
LOT 59
LOT 58
LOT 57
LOT 56
LOT 66
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
PROPOSED 20'
SANITARY SEWER
EASEMENT
PROPOSED 20'
SANITARY SEWER
EASEMENT
EXISTING 30'
SANITARY SEWER
EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
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\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_UT01-UT02_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
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
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
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.
City Engineer Date
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
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
KEYMAP UT01
UTILITY PLANS
NORTH TOWNHOMES
JEP
JPD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
8''W
PROPOSED 8" SANITARY SEWER 8''SS
PROPOSED WATER LOWERING
PROPOSED MANHOLE
8''SS
12''W
GAS
LEGEND:
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 ENGINEER 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. WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC.
6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
13. ATTACHED SINGLE FAMILY DWELLINGS WILL REQUIRE A RESIDENTIAL SPRINKLER SYSTEM.
14. WATER SERVICE LINES WITH LESS THAN 1-FT OF CLEARANCE AT STORM DRAIN CROSSING AND WITH LESS THAN 4.5-FT OF COVER SHALL BE INSTALLED BELOW THE STORM DRAIN AND IN 1-1/2" (MIN.)
DIAMETER HDPE SLEEVE.
NOTES:
EXISTING WATER MAIN 8''W
M M
PROPOSED LIGHT (TYPES A & B)
MATCHLINE-SEE SHEET UT02
UT01 UT02
ROTATION: 0°
53.65
53.59
53.64
53.70
53.82
53.37
53.36
53.05
52.97
53.27
53.50
52.47
52.11
51.79
51.40
52.27
51.95
51.63
52.56
52.56
52.56
52.23
52.23
51.89
52.56
52.23
52.23
51.89
51.89
52.41
52.78
53.04
52.00
51.68
52.65
52.73
52.73
52.73
52.73
52.73
52.73
52.65
52.65
52.56
52.56
52.56
52.63
52.56
52.64
52.56
52.56
52.64
51.87
51.79
51.28
50.89
50.54
50.10
51.06
50.71
50.36
51.34
51.34
51.34
51.01
51.01
50.68
51.34
51.01
51.01
50.68
50.68
51.19
51.56
51.82
52.14
52.24
52.58
52.78
54.25
54.43
54.43
54.43
54.43
54.43
53.67
53.85
53.85
53.74
53.75
53.58
53.85
53.76
53.85
53.76
53.85
53.85
52.45
52.24
52.08
51.92
51.76
51.60
51.25
52.54
52.54
52.21
52.21
51.87
51.87
51.88
52.21
52.21
52.54
52.97
52.64
52.30
52.57
52.53
52.50
52.58
52.60
52.51
52.70
52.66
52.40
52.67
52.42
52.54
52.35
52.42
52.43
52.54
52.45
52.34
52.55
52.63
52.52
52.25
52.46
52.56
51.66
51.77
52.49
52.43
51.18
50.82
50.50
49.90
50.98
50.66
50.34
51.24
51.23
51.23
50.90
50.90
50.57
51.23
50.91
50.90
50.57
50.57
51.09
51.46
51.72
51.22
51.00
50.83
50.66
50.49
50.33
49.94
51.31
51.31
50.97
50.97
50.64
50.64
50.64
50.97
50.97
51.31
52.36
52.15
51.94
51.73
51.79
53.19
53.20
53.19
53.20
53.19
53.20
52.52
52.62
53.12
52.97
53.02
52.52
52.61
53.07
53.11
53.07
53.11
53.12
51.86
50.90
52.56
52.64
52.64
52.64
52.64
52.64
52.64
52.06
52.56
52.45
52.40
51.92
52.06
51.96
52.56
52.47
52.51
52.56
52.11
51.66
52.68
51.82
52.80
52.96
52.58
51.45
52.62
52.82
52.78
52.70
52.51
51.26
51.52
51.18
52.45
52.34
52.57
52.63
52.65
52.22
51.73
52.32
52.91
52.60
52.32
52.40
52.21
52.64
52.48
52.10
51.85
51.25
51.05
50.89
50.73
50.57
50.41
50.12
51.34
51.34
51.01
51.01
50.68
50.68
50.68
51.01
51.01
51.34
52.39
52.19
51.98
51.73
51.48
53.23
53.23
53.23
53.23
53.23
53.23
53.06
53.15
53.07
53.03
53.06
53.06
53.15
53.06
53.15
53.06
53.15
53.15
53.39
52.58
53.68
54.07
54.25
54.07
54.25
54.07
54.25
53.68
53.68
53.58
53.58
53.58
53.67
53.58
53.67
53.58
53.58
53.67
53.18
52.61 52.68
52.67
52.84
52.65
52.65
52.85
52.52
52.75
52.68
52.81
52.88
52.96
52.96
52.88
52.97
52.87
52.93
52.85
52.86
52.78
52.89
52.79
51.90
51.80
52.76
52.95
53.42
53.34
52.85
53.08
51.79
51.58
51.68
52.80
52.44
52.12
51.60
52.60
52.28
51.96
52.86
52.86
52.86
52.53
52.53
52.20
52.86
52.53
52.53
52.20
52.20
52.71
53.08
53.34
52.89
52.67
52.49
52.32
52.14
51.97
51.69
52.98
52.98
52.65
52.65
52.31
52.31
52.31
52.65
52.65
52.98
53.59
53.29
53.00
54.06
53.23
54.87
54.87
54.87
54.87
54.87
54.87
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
54.29
52.68 52.68 53.45 53.45 54.17 54.17
53.90
54.00
53.59
53.50
54.02
53.92
53.58
53.72
53.24
53.23
53.19
53.66
51.94
52.10
51.62
51.57
51.56
52.02
52.85
52.89
53.29
53.16
53.23
52.83
53.40
53.97
52.58
52.43
51.88
51.75
52.58
52.47
52.30
52.59
52.43
51.85
51.72
52.45
52.29
52.37
53.88
53.72
53.08
52.96
53.87
53.72
54.94
54.07
53.90
53.70
53.83
52.28
52.44
52.48
52.33
52.30
52.46
52.57
52.42
52.03
53.61
53.76
53.82
53.98
53.36
52.47
52.68
54.07
53.26
50.52
50.66
48.69
48.93
50.18
50.39
51.70
51.90
51.81
52.09
50.29
50.55
48.77
49.03
50.37
50.62
49.97
50.26
49.88
49.99
4950
4950
4949
4951
4950
4952
4951
4955
4954
4953
4950
4951
53.57
53.05
52.96
53.29 52.97
51.47
51.37
51.15
51.00
50.75
50.63
50.20
50.54
50.45
49.78
50.18
51.89
48.96
48.92
48.75
50.12
48.59
48.91
51.78
51.56
51.41
51.35
51.67
51.32
50.92
51.19
50.79
50.56
50.38
51.38
51.81
51.80
51.88
51.84
51.46
51.37
51.12
51.00
50.80
50.63
50.54
50.15
51.16
50.10
50.26
50.43
50.48
51.42
51.71
52.33
52.55
52.66
53.05
53.10
52.70
52.34
52.58
52.21
51.97
51.84
51.81
52.88
52.63
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
3 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
BARNSTORMER STREET
52.78
53.32
52.94
51.12
51.71
51.34
51.70
51.16
51.33
53.00
52.39
52.63
52.08 HP
53.46 HP
51.94 HP
51.84 HP
51.90 HP
53.14 HP
53.29 HP
51.24 LP
50.05 LP
49.97 LP
48.11 LP
48.54 LP
50.02 LP
49.69 LP
1.3%
1.4%
0.4%
0.8%
1.7%
1.4%
1.0%
1.0%
1.3%
2.0%
1.0%
1.7%
3.1%
2.1%
1.0%
2.0%
3.7%
1.0%
0.8%
3.5%
2.1%
2.1%
48.53
48.20
48.87
48.96
1.0%
2.4%
0.8%
1.1%
51.18 HP
51.56 HP
50.41 HP
50.66 HP
51.55 HP
52.23 HP
51.30 HP
51.55 HP
51.55 HP
51.11 HP
52.20 HP
52.65 HP
FF=4955.07
FF=4954.96
FF=4953.44 FF=4953.34
FF=4953.40 FF=4953.44
FF=4954.64 FF=4954.66
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
53.22
51.58
51.61
52.80
54.17
52.68
52.54
52.57
52.58
52.69
52.56
53.98
53.86
52.55
52.67
53.97
54.08
52.81
53.00
53.23
51.42
51.63
51.88
52.01
51.76
51.54
53.65
53.39
53.17
54.09
53.74
53.64
53.99
53.51
53.41
52.31
52.21
53.86
53.76
54.44 HP
52.79 HP
52.73 HP
52.83 HP
52.88 HP
54.00 HP
54.08 HP
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
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\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
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
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
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.
City Engineer Date
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 GR01
PLANS
GRADING
JEP
NEW
ROTATION: 0°
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
33.43
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 GR02
GR01 GR02 GR03
(303) 206-9455
PROJECT TEAM:
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing
department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the
review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason
as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the
construction phase.
DISCLAIMER STATEMENT:
I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort
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.
CERTIFICATION STATEMENT:
Russell + Mills Studios
Craig Russell, RLA, ASLA
141 S. College Avenue, Suite 104
Fort Collins, CO 80524
(970) 484-8855
PLANNER/
LANDSCAPE ARCHITECT
russell mills
studios
+
UTILITY CONTACT LIST: *
BEING A REPLAT OF TRACT A OF EAST RIDGE SECOND FILING,
IN THE EAST HALF OF SECTION 8, T7N, R68W OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Galloway & Company
James E. Prelog
5265 Ronald Reagan Blvd., Suite 210
Johnstown, Colorado 80534
970.800.3300
SITE ENGINEER / SURVEYOR
Planning. Architecture. Engineering.
GAS Xcel Energy Stephanie Rich (970) 225-7828
ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152
CABLE Xfinity Don Kapperman (970) 484-7166
TELECOM. Centurylink William Johnson (970) 377-6401
WATER ELCO Mike Scheid (970) 493-2044
WASTEWATER Boxelder Sanitation District Karen Reynolds (970) 498-0604
STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6700
UTILITY COMPANY CONTACT PHONE NUMBER
* 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.
TYPICAL ROAD SECTIONS
S. TIMBERLINE RD.
E. VINE DRIVE
N. LEMAY AVE.
City Engineer Date
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
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
PROJECT BENCHMARKS:
BENCHMARKS
PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
BENCHMARKS: 92-3, TIMBERLINE RD. AT LARIMER-WELD IRRIGATION DITCH, ON THE SOUTH END OF THE EAST PARAPET WALL
ELEVATION: 4985.68
NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29
UNADJUSTED + 3.19'
BENCHMARK: 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE , WEST OF
3024 EAST VINE DRIVE, ON THE NORTH SIDE OF A
ROUND ELECTRICAL VAULT.
ELEVATION: 4966.54
NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29
UNADJUSTED + 3.18'
STAMP
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Planning. Architecture. Engineering.
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\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_CV01-CV02_N.dwg - Jordan Deshon - 7/2/2019
HFH000013.20
07.03.19
# Date Issue / Description Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
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
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
VICINITY MAP
SCALE: NTS
CV01 COVER SHEET
CV02 GENERAL AND CONSTRUCTION NOTES
EX01-EX02 EXISTING CONDITIONS
PH01-PH02 PHASING PLANS
GR01-GR03 GRADING PLANS
UT01-UT02 NORTH TOWNHOMES UTILITY PLANS
SS01-SS03 SANITARY SEWER PLAN AND PROFILE
SD01-SD04 STORM DRAIN PLAN AND PROFILE
RD01 PRIVATE DRIVE A & B PLAN AND PROFILES
RD02 PRIVATE DRIVE C & D PLAN AND PROFILES
RD03 PRIVATE DRIVE E & F PLAN AND PROFILES
RD04 PRIVATE DRIVE G & H PLAN AND PROFILES
RD05 PRIVATE DRIVE I PLAN AND PROFILE
RD06 SIGNAGE PLAN
EC01 EROSION CONTROL PLAN
DR01 DRAINAGE PLANS
DT01-DT011 DETAILS
SHEET INDEX
EAST RIDGE THIRD FILING - REPLAT
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 ENGINEERED 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.
3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
Know what's
before you dig.
SITE