HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - FDP210016 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK
6' SIDEWALK6' SIDEWALK
9' SIDEWALK6' SIDEWALK
9' SIDEWALKS SHIELDS ST.HOBBIT ST.
6' SIDEWALKEXISTING SIDEWALKLOT 1
8.5'8.5'
8'
8'
8'
17'
9'8'9'
8'
9'
9'
8'
8'
8.5'
8.5'
8.5'
8.5'8.5'
5'
8'
8.5'8.5'
8.5'
17'
17'17'17'
8.5'
8.5'
17'
17'
21'
17'
16.5'
15.5'15.5'
17'17'17'
17'
8.5'
8.5'
8.5'
8.5'
17'
15'
15'
17'
26'
FL-FL
31'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
20'
FL-FL
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
31' EMERGENCY ACCESS EASEMENT
33' WATER EASEMENT 8' SIDEWALK9' SIDEWALK5' SIDEWALK6' SIDEWALK
5' SIDEWALK9' SIDEWALK5' SIDEWALK
16.5'
17'
8.5'
5'
8'
23'
26'
FL-FL
26' EMERGENCY ACCESS EASEMENT
4.5' SIDEWALK4.5' SIDEWALK
R15'
R25'
R15'
R3'R3'R3'R3'
R25'
R25'R75'
R7'
R7'R7'
R15'
R15'R15'R15'
R7'
R7'R3'
R7'
R7'
R15'
R10'
R15'
R7'
R15'
R7'
BLDG 6
BLDG 7
BLDG 2
BLDG 3
BLDG 4 BLDG 5
N:1448979.06
E:3113213.44
N:1449042.86
E:3113153.80
N:1449260.66
E:3113202.71
N:1449362.97
E:3113148.87
N:1449415.10
E:3113338.48
N:1449419.74
E:3113376.26
N:1449360.75
E:3113602.30
N:1449210.25
E:3113641.62
N:1449020.70
E:3113589.30
N:1449020.72
E:3113543.88
N:1449210.33
E:3113491.75
N:1449027.58
E:3113288.82
N:1449076.29
E:3113452.99
MATCH INTO EXISTING
SIDEWALK, CURB,
AND GUTTER
EXISTING RAMP TO BE
UPDATED TO CURRENT
CITY STANDARDS
EXISTING
STRIPING (TYP.)
EXISTING HOBBIT STREET ASPHALT
TO BE MILLED & OVERLAYED
PER CITY STANDARDS
P P
D
C
D
D
D
C
D
PP
D
D
D
P
2
2
2 2
2
2
2
2
2 2
2
2
2 2
2
2
2
1 1
1
1
1
1
1
2
2
2
4
4
2
5 5
5
5 5
5
6
TRASH
ENCLOSURE
66
5
5
5
5
66556
5 6
6
6
P
7
PROPOSED
LANDSCAPE
WALL
PROPOSED 30" VERTICAL
CURB & GUTTER
7
7
7
7
7
7
7
7
6
6
7
7
PROPOSED
LANDSCAPE
WALL
7
8
8
4
4 4 4 4
4
44
444
4 4
7
7 7
PROPOSED 2' PAN
w/ 6" CURBS
4
4 4 4PARKING
STOP (TYP.)
11
1
1
1
P
1 1
2
2
2
2
2 22
2
PROPOSED
LANDSCAPE
WALL
7
7
7
7
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 400PAVING PLAN6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
1
SEE SHEET C 402 SEE SHEET C 401EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION
MANUAL.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF
FORT COLLINS STREET REPAIR STANDARDS.
4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,
SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO
DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
7.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION
FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR
FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY
REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN
USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES
PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL,
DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL
CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL
SUBDIVISION PLAT
8.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS,
VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A
NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER
TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE
REQUIRED TO BE “BREAKAWAY” AND TETHERED.
9.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
10.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
11.SINGLE POINT CURB TRANSITIONS ARE 6'.
12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION.
13.ALL CURB & GUTTER CALLS ARE UNLESS OTHERWISE NOTED.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
PROPOSED LOT LINE
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE
APPROXIMATE. FINAL LOCATION
MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
6
7
18" VERTICAL INFLOW CURB & GUTTER
18" FLUSH CURB
30" OUTFALL DRIVE-OVER CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
8
X' CONCRETE PAN
8
PUBLIC CONCRETE FLATWORK
HEAVY DUTY PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
2' CURB CUT
1
C 402 C 403
C 401C 400
Line Over Text
8/10/2021
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK
6' SIDEWALK
4.5' SIDEWALK
S SHIELDS ST.HOBBIT ST.
4.5' SIDEWALK
5' SIDEWALKFDC
FDC FDCFDC17.7617.8417.59
17.5417.2917.5417.4517.32
1
7
.
0
2
16.91
1
8
.
6
4
17.9018.34
1
8
.
3
4
16.67
16.
5
2
16.0816.
2
0
17.40 15.2816.49
16.0516.07 15.821
8
.
0
517.6016.5117.7715.17
17.
3
9
19.00 18.3418.9919.
5
8
19.65
19.65
19.
6
5
2.3%2.8%4.2%3.9%3.0%2.0%2.3%2.0%
2.1%
2.0%2.4%2.4%2.4%0.5%0.2%2.0%2.0%2.0%
0.5%0.5%
LOT 1EXISTING SIDEWALK9' SIDEWALKLOT 1
LOT 1
1.3%1.7%2.0%0.5%0.5%1.5%17.8117.8117.631.6%0.5%9' SIDEWALK1.6%0.5%29' HALF ROW
FFE=16.50
FFE=19.00
FFE=19.65 FFE=17.50
FFE=17.49
PROPOSED 4'
CONCRETE PAN PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PANPROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
48' SANITARY SEWER EASEMENT
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED
LANDSCAPE WALL PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
STORM DRAIN 1
SEE SHEET C 620
STORM DRAIN 1-9
SEE SHEET C 622
17.
3
1
16.3216.
7
3
16.85 2.0%2.0%PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN2.8%BUILDING 6
BUILDING 7
BUILDING 2
BUILDING 3
BUILDING 416.0216.6615.
6
2 15.5816.24 16.37
15.
1
7
15.5316.0415.911
6
.
4
8
16.42 15.4115.
9
00.5%0.5%15.6316.
0
8
2.0%
2.0%
1.7%0.5%0.7%
1
7
.
8
4
15.
2
6
15.4115.5615.
7
3
15.
9
4 15.96
15.
4
2
15.05
14.88
15.9616.0316.0817.0717.07
17.
1
8
17.05
16.52
16.54
16.61
16.49
16.40
16.1815.80
1
5
.
3
0
15.
1
1
15.7015.6115.6315.70
16.23
16.
0
9
16.
1
9
16.2217.04
1
7
.
0
017.0417.1717.
1
0
16.9316.8416.8216.61
16.
5
416.1616.29
16.2815.5315.45
17.7817.7217.700.7%17.2117.35
17.19
1
7
.
3
2
17.12
17.43
17.28
17.2616.
8
2
16.8216.9017.1315.
1
817.0616.920.5%15.1715.0215.78
15.
6
8
15.70
16.3016.20
16.17
16.19
16.2817.76
17.6017.61
17.80
18.
3
2
15.70
16.170.5%6.2%15.100.5%PROPOSED 2'
SIDEWALK
CHASES
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 1' SIDEWALK
CHASEPROPOSED 1'
SIDEWALK CHASE
PROPOSED 2'
CURB CUT
PROPOSED 2'
CURB CUT
AREA DRAINS
SEE SHEET U1-U418.4618.41
18.
3
7
18.2918.4918.2218.2519.2019.5619.0019.
0
0
19.6518.991
8
.
9
2 18.901
8
.
3
4 18.8618.2518.3418.3318.8119.6519.5619.6518.9918.9918.89
18.9019.6519.
5
0 19.6518.9918.9918.9219.5619.6518.9919.6519.
5
6
1
9
.
4
0
17.
9
0
17.8017.30
16.98
16.
9
3
16.6916.66
17.1717.6017.5418.03
18.3417.4918.0017.6217.4916.6718.7618.6817.9718.0517.
2
2
19.
6
5
19.
6
2
1
9
.
4
9
18.3217.6017.
6
3
18.
1
8 18.1017.
3
0 17.2417.0216.9519.76(19.82)19.48
19.6519.5619.39 18.5618.5918.511
8
.
0
0
17.
9
718.1219.111
9
.
1
8
19.
4
619.2419.6519.55
1
9
.
6
2
19.65
19.56 19.5619.5018.2318.27
18.49
19.4520.2819.4219.56
1
9
.
6
5
18.
9
9 18.9918.991.5%2.0%18.2918.201
8
.
2
4
4.5%3.1%2.0%2.0%2.0%2.0%18.16
0.5%18.8918.4320.25MATCH EXISTING
PAVEMENT
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED 2'
SIDEWALK CHASE
2.0%1.5%1.5%1.7%2.7%1.5%PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
1.6%0.6%1.0%1.8%1.5%0.5%
0.5%
1.3%2.0%1.5%1.3%1.5%1.5%2.0%0.6%0.6%17.5016.8716.8316.7516.751
6
.
7
5
1
6
.
2
8 16.2616.7516.6116.1416.1616.6716.1715.9216.3316.2416.2515.900.5%17.0715.8016.4316.3716.06
16.49
17.4117.40
17.5016.
8
3
15.37 15.7015.6515.67
17.42 17.4617.50
1
7
.
5
0
17.
3
3
15.5815.4215.3715.
0
3
15.08
14.
7
1
14.6514.981
5
.
0
3
14.99 15.53
15.59
17.34
17.4017.5017.5017.4617.40
15.65
15.59
14.76
14.
3
914.7317.
5
0
17.4017.5016.8316.7516.7517.4016.
8
317.5017.4017.5016.8316.8315.
3
3
17.
4
0
18.87
18.92AREA DRAINS
SEE SHEET U1-U4
AREA DRAINS
SEE SHEET U1-U4
CULVERTS
SEE SHEET U1-U4
CULVERTS
SEE SHEET U1-U4
CULVERTS
SEE SHEET U1-U4
CULVERTS
SEE SHEET U1-U4
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
(19.64)(19.62)(20
.
2
3
)
PROPOSED 2'
PAN w/ 6" CURB
17.27
16.41
16.
3
8
1
6
.
0
1
1
5
.
9
3 15.491
5
.
2
3 14.9416.08
14.9814.871
4
.
8
2
1
5
.
2
2 15.1317.101
7
.
1
0
16.39
16.4016.7716.90
17.4017.47
17.
6
8
18.05
18.02 17.03
16.15
16.41
15.0915.
0
6
14.97
14.94
15.1315.3016.
0
5
15.24
15.2815.6416.
0
916.2016.0717.11
17.9616.821
6
.
0
6 16.0315.6115.5915.1518.3417.9817.90
17.8118.121
8
.
1
6 17.9017.6217.731
7
.
2
0
17.11
1
7
.
1
2
17.03
17.1916.671
9
.
0
0
1
8
.
9
1
1
8
.
3
4
1
8
.
3
4
18.13
1
8
.
1
3
1
7
.
4
9
16.551
7
.
7
6 18.18(19.55)(19.54)
(19
.
3
0
)
(19
.
2
9
)
(19
.
2
5
)
(19.24)
(18.90)
(18.86)
(18
.
7
9
)
(18.77)
(18.46)
(18.45)
19.00
18.94
16.
6
9
18.3316.971
9
.
0
0
18.92
18.80
18.35
18.37
18.97
18.91
19.00
18.77
17.14
17.24
18.91
19.00
18.44
18.
3
6 18.91
18.97
19.00
18.86
1
7
.
4
1 18.34
18.
3
417.6918.95
19.00
18.81
1
8
.
1
7
1
8
.
3
4
19.
0
0
18.911
9
.
0
0
18.3418.14
17.
6
417.6817.7717.7318.1518.3317.69
19.00
18.91
19.00
18.34
18.10
1
8
.
1
5 17.5618.00
17.
9
0
18.34
2.0%
1.5%
1.1%1.5%3.3%2.0%0.6%15.201
5
.
5
0
2.0%0.6%0.6%4.5%0.5%0.5%1.7%2.0%1.4%15.46
0.8%2.0%1.5%15.83
2.0%1.2%2.0%
16.
4
5
16.32
17.30
17.
4
9
17.39
16.20
16.32
16.8216.7316.7016.7516.29
16.87
16.
3
3
16.1916.2416.32
16.2516.2516.35 16.32
16.82
16.
7
5
1
6
.
6
5
16.63
16.7516.4716.26
16.82
17.49
15.92
15.7315.34
15.
8
9
16.95
16.00
16.06
15.
9
3
15.
0
9
14.
9
7
15.
1
2
15.
8
315.8315.33
15.
3
3
15.
8
4
16.
5
015.2116.
5
0
15.
3
3
15.
8
3
15.
3
3
16.50
15.
5
7 16.5015.
9
3
16.
0
0
16.5015.8315.81
15.87
15.
9
5
15.24
15.76
16.5016.41
15.91
15.55 15.4615.8515.5415.6315.9216.6116.501
6
.
8
6
1.6%2.2%2.0%
1.5%
1.5%
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
18.75
18.85
CULVERTS
SEE SHEET U1-U4
18.07
17.53
1.1%4.2%2.0%17.4317.010.5%0.5%0.5%
0.5%0.5%0.5%0.5%1.5%3.7%
17.49
17.39
17.49 16.8216.9516.
3
3
3.
0%1.9%3.7%0.7%
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
16.
4
0
16.
0
3
17.
4
0
15.60
PROPOSED 1'
SIDEWALK CHASE
15.76
15.91
16.4115.7515.7815.83
15.
6
9
16.
4
115.8215.8316.13PROPOSED 2'
CURB CUT 2.0%2.0%2.3%1.8%2.2%2.3%1.3%1.0%
15.18
1.5%PROPOSED
AREA DRAIN
PROPOSED
AREA DRAINPROPOSED
AREA DRAIN
15.
7
1
PROPOSED
STAIR
16.50
PROPOSED
STAIR
PROPOSED
STAIR
16.50
2.0%1.8%1.6%1.8%1.8%2.0%2.0%2.0%2.9%2.0%0.5%2.6%1.7%2.7%2.0%0.5%
17.40
1
6
.
1
4
1
6
.
1
61.5%18.22
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 501GRADING PLAN12
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET C 503 SEE SHEET C 502C 501 C 502
C 503 C 504
C 506 C 505C 5058/10/2021
Text Over Text
Text Over Text
Line Over Text &
Text Over Text
XUDU
D
U
D
U
D
U
DUDUDUDUD
UD
UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
XXXXXXXXX5' SIDEWALK
6' SIDEWALK
9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALKUDUDUDUDUDUDUDFDCFDC FDC
FDC
13.3313.62
13.31
1
3
.
8
9 13.5415.1915.
2
6
14.71
15.
3
5
15.
0
6
15.43
15.4014.05
14.1914.39 14.23
14.3313.94
13.
9
114.1314.92
14.92
14.51
13.5414.1514.5312.
7
3
12.13
14.9115.
0
6
14.97
14.99
16.6716.1516.
4
0
15.90
14.76
14.
7
7
14.3314.33
14.28
1
4
.
1
8
4' SIDEWALK
4' SIDEWALK
5' SIDEWALK
0.7%1.5%2.9%
0.6%0.5%1.9%1.2%2.0%2.0%2.8%
2.3%
1.8%
2.0%
2.9%0.2%0.6%0.5%0.5%10' SIDEWALK4' SIDEWALKLOT 1
TRACT A
LOT 1 EXISTING 8' TRAIL(12.40)(11.88)HOBBIT ST
13.31
LOT 1
LOT 1
13.54
13.941
3
.
8
1
6' SIDEWALK
0.7%0.5%
13.90 12.913.8%2.0%
4.5%
1.5%
3.5%
FFE=16.50 FFE=16.67
FFE=15.65
FFE=15.00
FFE=15.00
FFE=14.83
FFE=14.83
FFE=15.00
FFE=15.00
FFE=15.43
FFE=15.43
FFE=15.82FFE=15.82
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN 26' EMERGENCYACCESS EASEMENT26' EMERGENCY ACCESS EASEMENT
48' SANITARY SEWER EASEMENT
NATURAL AREA
BUFFER48' SANITARY SEWER EASEMENTPROPOSED 4'
CONCRETE PAN
STORM DRAIN 1
SEE SHEET C 620
TIE TO EXISTING
CURB & GUTTER
EXISTING
30" VERTICAL
CURB & GUTTER
STORM DRAIN 1-6
SEE SHEET C 622
PROPOSED 4'
CONCRETE PAN15.2615.38
PROPOSED 2'
SIDEWALK CHASE
13.63
10.52
2.0%
2.0%
PROPOSED
FOREBAY
1
6
.
6
0
BUILDING 18 BUILDING 17
BUILDING 16
BUILDING 15
BUILDING 14
BUILDING 13
BUILDING 12
BUILDING 11
BUILDING 10
BUILDING 9
BUILDING 4 BUILDING 5
BUILDING 812.9813.
8
3
15.
0
3 14.3216.061
5
.
7
0
1
5
.
6
22.0%2.0%2.0%2.8%
3.6%
14.44
10.409.72
9.87
13.53
14.
4
7
14.5012.2213.72
10.85
13.
7
2
10.
3
710.620.5%0.8%0.5%13.9815.2515.42
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
15.02
1
4
.
8
9
14.90
14.98
15.53
15.7215.0914.5614.3814.14
14.05
14.51 14.4515.3415.2115.23
15.
4
2
14.7414.66
14.6814.9114.
5
0
13.871
3
.
7
9
13.54
13.69
13.28
13.
1
7
13.62
13.60
13.65
13.75
12.
9
4
12.
8
8
13.1713.
0
2
13.03
13.22
12.9112.8513.34
13.41 13.611
3
.
5
5
13.5613.661
3
.
5
913.5214.2114.22
13.0614.11
13.95
1
4
.
5
6
13.01
14.83
11.59
STORM DRAIN 1-5
SEE SHEET C 621
STORM DRAIN 1-6
SEE SHEET C 621
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
29' HALF ROW
PROPOSED
STAIRS
1.5%1.5%14.6514.9815.53
15.59
17.34
17.4017.5017.5017.4617.40
15.65
15.59
14.76
14.
3
914.7314.341
4
.
6
8
17.
5
0
17.4017.50
15.46
0.8%1.5%15.83
16.
5
0 15.921.8%PROPOSED
STAIRS
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
LANDSCAPE WALL
PROPOSED 2'
CONCRETE PAN
(13.06)13.10MATCH EXISTING
PAVEMENT
AREA DRAINS
SEE SHEET U1-U4
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE17.5016.8317.
4
0
15.5315.59 14.1315.
4
5
14.2014.0214.0214.5913.4215.2615.3815.751
6
.
8
3 15.9815.8915.7215.8215.3114.7014.46
15.101
5
.
1
6
15.0014.9014.7914.
9
1
13.
9
514.4914.3715.
0
5
15.1015.02
15.03
15.13
14.97
15.20
15.6415.7415.3216.7516.1716.75 16.8316.8315.3416.8316.8316.8316.8316.8314.2813.86MATCH EXISTING
SIDEWALK
(13.52)MATCH EXISTING
PAVEMENT
14.5214.2814.1416.0814.7315.6214.
5
6
1
4
.
0
214.1213.4112.73(12.86)12.6812.5812.2511.96 12.1812.15
12.06
12.40(12.48)(12.27)(12.22)(1
3
.
2
5
)12.9012.1012.8313.0113.0412.03 12.0512.8613.8613.9315.4315.4915.1610.7312.1411.1915.2715.4815.4615.4915.4915.4815.1515.5415.1715.0815.10
14.34 14.1614.2514.2714.701
4
.
9
6
14.1214.2614.9015.
3
6
15.
5
3
15.
1
7
14.
6
2 14.5814.0014.0113.
9
2
14.
0
5
13.
7
3
13.44
13.
4
5
13.
4
8
13.
7
1
12.
4
2
12.
3
4
12.
0
9
14.
8
9
14.
7
8
15.
1
0
15.
1
0
15.
1
0
15.
1
0
15.
0
7
15.
1
0
15.
1
0
14.
8
9
15.
1
0
15.
1
0
13.
9
4
14.
0
9
12.
6
9
12.
4
7
14.
7
7
15.
2
8
15.
4
9
15.
4
9
15.
4
9
15.
4
9
15.
1
6
14.
3
9
14.
8
114.9313.
7
7
13.85
14.3814.
6
3
15.
0
0 15.3615.4415.4915.
1
6
14.
4
4
14.
5
4
14.
3
9
14.
5
5
14.
6
4
13.
7
4
13.
7
4
13.
1
9
14.
2
6
14.09 14.01
13.74
13.14
14.41 13.88
13.79 13.77
13.86 14.32
14.5714.44
14.49 14.41
14.0413.61
14.15
14.10
14.
2
7
14.3213.64
13.7213.86
13.94
13.80
14.71
14.62
1
4
.
5
7
14.
6
6
15.1015.06
14.92
15.55
15.65
14.4114.9815.44
14.
7
1
14.8514.03
14.
7
0
15.3815.77
15.86
15.84
15.70
15.30
16.6716.02
15.8415.84
16.03
16.
5
714.9715.9315.3515.3515.2615.8416.5016.1416.161
6
.
5
0
1
6
.
0
5
1
5
.
3
3
14.8915.361
6
.
2
1
1
6
.
5
7
16.6715.8416.001
6
.
0
9
1
6
.
6
716.311
6
.
2
1
1
6
.
6
716.561
6
.
0
516.4116.5016.0516.1516.501
5
.
8
3 16.0016.5016.4116.051
6
.
0
5
1
6
.
1
5
1
6
.
5
0
15.831
3
.
9
215.1214.181
6
.
2
1
16.6716.5716.211
6
.
6
7
1
6
.
3
1
1
6
.
0
0
16.00
15.3815.4315.3816.0116.0116.1716.67
16.671
6
.
5
7
16.01
16.07
16.57
14.6314.07 14.9215.55
1
5
.
6
5
1
5
.
6
5
1
5
.
5
515.5515.6515.551
4
.
3
114.0514.67
14.62
12.
8
7
14.
6
7
14.62
12.
8
7
11.
2
2
13.7212.501
0
.
7
1
14.33
14.33 12.76
9.9211.0110.29
10.18
9.95
10.91
1
0
.
8
810.6816.01
16.
0
0
16.00
16.00
1
6
.
6
7
16.67 16.1716.01
16.01
16.62
16.07
1
6
.
5
716.671
6
.
0
016.0016.00
16.01
15.38
15.48
14.88 14.32
15.94
16.00
15.55
15.55
15.55
15.65
14.
0
2
14.03
1
4
.
0
3
15.55
15.6515.55
15.55
1
5
.
5
5
15.1513.5614.98
15.00
14.34
15.6515.5515.39
14.98
14.71
14.72
15.65
15.5515.31
15.18
15.31
15.65
15.00
14.68
14.69
14.08
15.3115.
6
5
15.5515.31
15.65 15.18 14.04
14.
2
5
14.40
15.
0
0
14.89
14.89
14.74
13.53
13.
5
4
14.51
15.40
15.
5
515.6513.00
14.50
14.30
14.50
14.48
14.50
14.50
14.50
14.50
14.30
14.5013.3012.52
13.36
13.8113.75
14.34 14.17
PROPOSED
RAIN GARDEN
UNDERDRAIN 1
SEE SHEET C 626
14.
6
7
14.
6
7
14.
6
7
14.
6
7
14.
6
4
14.
6
7
14.
6
7
14.
4
7
14.
6
7
14.
6
7
12.70
12.71
12.72
12.73
14.
3
3
14.
6
7
14.
3
3
14.67
14.58
14.
0
8
13.
7
6
13.70
13.
2
0
13.18
13.
4
8
13.79
14.
2
2 14.1614.
4
3
13.
8
4
12.41
8.50
8.50
8.5012.9112.1613.24
14.6714.3314.5613.74
14.
0
9
14.02
13.70
14.0714.0014.54
14.
5
314.5614.54
13.
8
3
14.32
14.67 14.6714.62
13.7913.79
13.73
14.33
14.3513.5514.06
14.0613.
5
4
13.5413.1013.6714.0914.14
14.33
14.33
14.12
14.33
14.30
14.33
14.33 14.33
14.33 14.33
14.12
14.33
8.
5
0
12.6112.79
8.50
12.79
8.50
12.79
8.5012.919.2412.79
8.26 (8.08)
9.54
9.749.979.77
11.
4
5
11.25
11.2411.44
11.4712.4712.01
12.0012.6413.2213.2815.0315.
1
0
11.6311.06
11.0111.22
10.9411.17
11.2212.4912.5112.6413.2313.2915.0215.
1
0 12.1512.129.77
10.60 10.47
10.1910.019.89
9.72
9.88
10.60
10.60
10.58 (9.62)(9.67)
12.
2
6
13.
7
3
12.
8
6
13.
5
4
14.
1
40.6%0.5%1.2%5.6%4.1%3.
2
%1.9%1.0%1.0%2.0%0.7%1.5%2.0%1.5%
1.5%
0.5%
2.1%
1.8%14.1814.
7
9
14.432.4%2.0%2.0%2.0%2.0%2.0%
3.2%2.0%
2.8%
4.0%
1.5%
2.0%1.5%
1.2%4.5%1.5%2.5%2.5%1.4%PROPOSED 2'
CONCRETE PAN
1.7%
2.0%
3.2%
1.5%
1.5%
2.0%2.0%
4.0%
2.0%
1.
6
%0.5%0.5%1.5%2.0%2.0%0.5%1.6%1.6%3.7%1.6%
10.00
10.20
10.
3
6
12.7711.779.00
0
.
5%
2.0%1.6%1.5%3.8%3.1%0.6%3.1%2.6%2.0%3.0%PROPOSED
STAIR
PROPOSED
STAIRS
PROPOSED
STAIR
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED 4'
CONCRETE PAN
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
LANDSCAPE WALL
PROPOSED
AREA DRAIN1.0%1.5%1.5%1.1%2.3%
2.7%
2.0%2.0%(10.82)PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
0.5%
PROPOSED 2'
SIDEWALK CHASE 0.6%16.
5
7 13.5414.15
1
4
.
5
0 (8.13)(8.00)(11.89)
4:1
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 502GRADING PLAN13
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET C 504SEE SHEET C 501SEE SHEET C 501C 501 C 502
C 503 C 504
C 506 C 505C 505PROPOSED 2' PAN
w/ 6" CURBS
C 502
Line Over Text
Text Over Text
Text Over Text
8/10/2021
Text Over Text
Text Over Text
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTST6' SIDEWALK6' SIDEWALK
9' SIDEWALK
6' SIDEWALK
6' SID
E
W
A
L
K
UD
UD
UD
UD
FDC
FDC
17.
2
8
17.1717.15
17.20
16.75
16.72
16.77
16.
7
8
17.11
17.10
16.32
16.66 16.1216.
0
4
16.13
16.1816.33
16.55
16.39
16.98
19.00
17.2717.58
15.5417.051.5%1.5%3.0%2.5%1.4%2.5%2.0%2.0%2.0%
0.9%S SHIELDS STTRACT C
LOT 1
SPRIN
G
C
R
E
E
K
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
LEXISTING SIDEWALKEXISTING SIDEWALKTRACT B2.0%15.8517.16
5:16:19:14
:
1
7:1 6:1FFE=17.27
FFE=17.49
PROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
AREA DRAIN
EXISTING 30"
STORM DRAIN
PROPOSED
AREA DRAIN
31' EMERGENCY
ACCESS EASEMENT
33' WATER EASEMENT
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK
CHASE
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
PROPOSED 2'
CONCRETE PAN
PROPOSED STORM
CHAMBERS
STORM DRAIN 4-4A
SEE SHEET C 624
STORM DRAIN 4
SEE SHEET C 624
STORM DRAIN 4-4
SEE SHEET C 624
STORM DRAIN 5
SEE SHEET C 625
STORM DRAIN 4
SEE SHEET C 624
STORM DRAIN 6
SEE SHEET C 626
9' SIDEWALK 16.3016.362.0%2.0%2.0%1
6
.
7
0
BUILDING 3
POND OVERFLOW
CHANNEL
WQ ELEV. = 5012.20
100YR ELEV. = 5014.91
16.83
16.87
1
6
.
2
2
1
6
.
1
7
17.27
12.00
0.5%
17.
0
3 16.2716.23
BUILDING 1
16.14
15.99
15.83
15.65
15.
6
3
15.78 15.62
15.67
15.
7
0
15.91
15.90
16.0216.
5
0
16.46
16.49
16.
4
416.3816.
3
9
16.49
16.92
16.9416.8917.00
16.90
16.4316.46
16.23
16.8716.5116.16
16.
2
5
16.45
16.
0
0
15.84
0.5%
16.92
16.10
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
AREA DRAIN
(18.46)
(18.45)
18.94
16.
6
9
18.80
17.
9
0
18.34
16.00
16.06
15.
9
3
15.
0
9
15.
1
2
15.
8
32.2%0.5%16.
3
3
17.
4
0 15.76
PROPOSED
AREA DRAIN
(18.41)
(18.40)
(18.32)
(18.34)(17.79)(17.08)
(17.43)(17.45)(17.90)(17.62)(18.47)
PROPOSED
LANDSCAPE WALL
PROPOSED 1'
SIDEWALK CHASE
CULVERTS
SEE SHEET U1-U4
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
16.
2
6
16.33
15.33
15.33
16.4116.5015.33
15.2816.6616.7416.4216.3216.54
17.
1
5
PROPOSED
STAIR
PROPOSED
STAIR
17.14
16.
7
4
16.
5
3
16.
0
0
15.
8
5
15.4315.
3
7
15.
2
6
15.
6
2
15.66
16.
2
3
16.
2
6
16.3116.3517.
1
5
17.
1
3
17.
0
6
16.
7
5
17.15
17.14
16.82
16.
1
2
16.
6
6
17.20
17.13
16.9116.
2
1
16.
2
6
16.
2
4
16.82
15.
9
8
17.40
16.78
17.
1
9
17.
2
717.
2
7
17.
2
7
17.
1
7
18.33
PROPOSED
STAIRS
17.
2
0
17.
2
1
17.
2
1
17.27 17.2017.
2
7
17.25
17.
2
7
17.
0
7
PROPOSED 2'
CONCRETE PAN
PROPOSED
FLUSH CURB
17.
2
2
17.
3
0
17.
1
9
17.
1
9
17.
2
7
17.
2
7
17.28 17.33
17.5616.94
17.28
17.26
17.27
17.27
17.27
17.75
1
7
.
5
9
17.38
17.42
16.28
16.
7
8
16.84
16.9417.57
16.98
17.27 17.2717.27
17.25
17.1316.58
17.27
17.27(17.73)17.22
17.27
17.27
17.2716.8817.19
16.2817.1417.10
18.09
18.13
16.71
18.21
18.32
17.2117.99 18.00
17.87
17.80
17.98
16.8317.76
18.22
16.24
16.51
1
7
.
0
1
15.9415.71
15.30
15.84
15.
1
8
15.09
14.
7
1
14.05
13.0015.0715.2215.4815.5315.4115.89
16.25 16.13
16.05
11.26
11.34
11.08
11.05 10.95
11.08
17.25
17.41
11.65
11.31
12.83
13.00
12.18
12.19
13.60
14.61
14.75
15.29
15.14
14.60
16.23
16.26
16.81
16.86
17.34
17.31
16.83
16.98
17.01 17.59
17.54
17.57
17.3917.27
17.25
17.39
17.33
17.
5
7
17.62
17.6017.39
17.43
17.47
17.
0
9
17.
1
4
17.52
17.52
16.89
16.88
17.28 0.5%17.550.5%1.5%2.0%0.5%0.9%1.6%1.5%2.0%2.5%2.0%
0.5%
0.5%
0.8%2.0%4.0%3.8%2.0%2.0%0.5%2.0%1.5%0.5%1.5%5.6%
0.5%
0.5%2.0%1.3%1.3%1.5
%1.3%0.5%
0.8%1.5%
1
.
5%
2.1%
1.6%2.2%
1.6
%
15.72
15.64 1.5%1.5%0.5
%1.0%2.0%0.5%0.5%0.5%3.0%0.
5
%0.5%0.5%0.5%
15.48
0.5%0.5%15.571.0%17.9917.8617.7517.72PROPOSED 2'
CONCRETE PAN
PROPOSED
LANDSCAPE
WALL
1.5%
1
8
.
3
4
2.7%1.9%(17.84)
EXISTING 30"
VERTICAL
CURB & GUTTER
EXISTING 30"
VERTICAL
CURB & GUTTER
TIE TO
EXISTING
TIE TO
EXISTING
MATCH
EXISTING
TIE TO
EXISTING
TIE TO
EXISTING 1.0%
0
.
6%
PROPOSED MAINTENANCE
ACCESS PATH 5:14:
1
7:1PROPOSED
FLUSH CURB
TIE TO
EXISTING
FEMA 100-YR
FLOODWAY
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 503GRADING PLAN14
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET C 501
SEE SHEET C 504SEE SHEET C 505
C 501 C 502
C 503 C 504
C 506 C 505C 505C 506
Text Over Text
Text Over Text
Text Over Text
Text Over Text
8/10/2021
XXXXXMCCOY JOHN H/SHERRY P
1900 S SHIELDS STBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXBBBBBB6' SIDEWALK
6' SID
E
W
A
L
K
10' SID
E
W
A
L
K
11' SIDEWALK
10' SIDEWALK
UD UD UD
UD
13.79
14.
7
2
14.72
16.
0
6
15.35
15.
7
6
16.47
16.5515.15
14.84
14.25
13.72
13.32
13.33
14.16
13.23
12.5514.5815.29
14.51
EXISTING
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
15.
0
6
14.97
15.
6
4
16.
4
0
8.1114.17
2.0%1.7%2.1%2.2%0.5%
1.9%
2
.
8%
0.6%
0.9%
SPRING CRE
E
K
TRACT B
LOT 1
LOT 1
0.5%15.853.2%2.0%9' SIDEWALK
2.0%10:16:14:1
6.
7
9
FFE=14.83
EXISTING FEMA
100-YR HIGH RISK
FLOOD PLAIN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
RAIN GARDEN
26' EMERGENCY ACCESS EASEMENT
33' WATER EASEMENT
NATURAL AREA
BUFFER
PROPOSED 4'
CONCRETE PAN
PROPOSED RETAINING
WALL (RE: LANDSCAPE)
PROPOSED 2'
CONCRETE PAN
PROPOSED STORM
CHAMBERS
STORM DRAIN 2
SEE SHEET C 623
FEMA 100-YR
FLOODWAY
PROPOSED 6'
CONCRETE PAN
NATURAL AREA
BUFFER
13.61
13.572.0%2.0%16.3016.
1
8 15.7416.362.0%2.0%2.0%BUILDING 9
100YR ELEV. = 5011.604:14:14:14:112.8612.97
12.53
1.9%1.9%14.6914.69
14.0414.3113.
8
2
12.95
12.
8
4
13.50
13.65
13.
4
3
1.9%0.5%
13.53
12.34
15.01
14.89
15.07
14.86
14.23
14.20
1
4
.
0
5
15.
9
0
15.86
15.90
16.02
16.27 16.1614.80
13.
8
8
14.04
13.33
13.23
13.28
13.22
12.79
12.57
12.
5
4
12.5913.0612.92
12.17
11.98
12.95
12.87
13.
2
9
13.74
13.80
14.59
14.82
16.
0
0
15.84
12.
5
9
12.59
12.70
14.1813.97
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
2.0%
16.00
15.94
16.00
13.002.0%2.8%
1.3%1.4%16.4216.321
7
.
5
9
16.51
1
7
.
0
1
15.9415.14
14.60 2.0%
0.5%1.5%
1
.
5%1.5%PROPOSED 6'
CONCRETE PAN
PROPOSED STAIRS
15.3316.0516.5014.
8
6
16.
2
1
16.
5
7
16.
6
7
15.
5
0
15.39
15.
1
8
14.
8
0
14.
3
9
14.
1
9
14.
3
1
14.
8
3
15.
4
6
15.
5
1
15.
4
6
15.
5
1
15.
7
0
15.
6
3
16.
1
9
16.
4
1
16.
4
7
16.
8
2
17.
0
7
16.
3
4 15.3814.28
14.7815.2116.57
15.38
16.67
PROPOSED
STAIRS
14.711
4
.
2
3
14.20
14.77
13.89 13.41
13.41
13.32
13.59 14.09
14.16 14.19
14.10
13.92
14.33
14.73
14.98
14.17
13.6513.6514.1113.5213.5113.57
13.4413.9513.6014.0214.0613.5414.15
13.35PROPOSED
CURB CUT 14.0013.4713.3913.4913.3713.
5
9
1
4
.
5
0
14.
4
6
13.4613.521
3
.
3
6
14.45
14.50
1
3
.
3
7
13.1713.
1
3
12.9612.4412.0012.0011.8311.8312.008.5012.8512.5012.7713.2413.14
12.9412.48
12.2813.
2
6
8.00 8.0012.13
7.
9
78.8310.1310.5812.58
12.429.979.9
7
1
2
.
4
2
10.42
8.65
10.1310.5812.5813.6212.6410.64
10.198.198.09
10.6412.5913.1410.9312.
9
3
10.48
8.488.30
8.3410.1910.488.5610.9312.
9
3
10.488.3610.7011.0012.9311.0014.
3
3 7.717.297.026.85STORM DRAIN 5
SEE SHEET C 625
14.55
14.00
14.7314.5615.51 14.9114.5813.9613.5314.4714.4214.48
15.2315.35 15.3215.
2
7
1
4
.
9
9
15.1015.2616.
1
2
15.50
16.89
15.67
16.50
15.36
13.90
16.38
13.04
14.52 14.39
13.8414.0013.1813.24
8.50
1.5%2.0%2.0%2.0%0.5%1.3%1.
6
%
0.6%0.5%1.9%0.5%2.0%2.0%2.0%0.5%
12.
6
2
12.7413.000.5%1.5%2.0%2.0%1.6%1.0%0.9%0.5%1.
2
%
1.5%
1.5%1.9%1.7%
0.9%1.8%7:10.5%
0.5
%
2.0
%2.0%
6.758.0012.1312.8013.
1
1
100YR ELEV. = 5011.37
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 504GRADING PLAN15
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SEE SHEET C 502
SEE SHEET C 503SEE SHEET C 505C 501 C 502
C 503 C 504
C 506 C 505C 505Text Over Text
8/10/2021
SSSSSS
SSWWWFF
FFFEEEEETTGTE E
TTG
S
WWWW
WFSS
E
VAULT
ELEC
VAULT
ELEC
EEEE E E EEUDUDUDWWG G
GGGGGW
E E E E
EEEE18" SS
WE E E E
W
G G G G G G G G
WSEE EEE E
FDC FDCFDCFDC FDC
FDCG FFFFGG
SSSFSFFSFWFGGGGGGGGGGGGGGGTXXXXXXXXXXINLET 1-14
STA 19+28.91
N: 1449427.58
E: 3113371.58
STMH 1-9
STA 16+77.43
N: 1449263.33
E: 3113468.37
STMH 1-7
STA 15+40.54
N: 1449263.59
E: 3113605.26
STMH 1-5
STA 14+21.50
N: 1449285.73
E: 3113722.21
INLET 1-3
STA 11+12.59
N: 1449118.06
E: 3113863.44
INLET 1-4
STA 12+80.19
N: 1449285.65
E: 3113863.53
BEND 1-13
STA 19+09.45
N: 1449411.75
E: 3113360.26
TEE 1-12
STA 18+77.04
N: 1449379.34
E: 3113360.25
BEND 1-11
STA 18+39.01
N: 1449341.31
E: 3113360.23
BEND 1-10
STA 17+60.97
N: 1449341.27
E: 3113438.27
TEE 1-8
STA 15+79.71
N: 1449263.61
E: 3113566.09
FES 1-1
STA 10+00.00
N: 1449118.00
E: 3113976.04
99.98 LF 30" RCP @ 0.20%167.59 LF 30" RCP @ 0.20%141.32 LF 24" RCP @ 0.20%
105.46 LF 24" RCP @ 0.50%
39.17 LF 24" RCP @ 0.50%
97.72 LF 24" RCP @ 0.50%
83.54 LF 8" HDPE @ 0.50%
78.04 LF 8" HDPE @ 0.50%
38.03 LF 8" HDPE @ 0.50%
32.41 LF 8" HDPE @ 0.50%
19.46 LF 8" HDPE @ 0.50%
HOBBIT STREET
LANDMARK
APARTMENTS
EXISTING 18"
SANITARY SEWER
EXISTING 21"
SANITARY SEWER
EXISTING 8" PVC
WATER
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED
RAIN GARDEN
SANITARY LINE A
SEE SHEET C 610
SANITARY LINE D
SEE SHEET C 612
SANITARY LINE C
SEE SHEET C 612
PROPOSED
GAS PROPOSED
ELECTRIC
SANITARY LINE B
SEE SHEET C 611
SANITARY LINE B1
SEE SHEET C 611
UNDERDRAIN
SEE SHEET C 626
STORM DRAIN 1-9
SEE SHEET C 622
STORM DRAIN 1-8
SEE SHEET C 622
BUILDING 6 BUILDING 7
BUILDING 2
BUILDING 3
BUILDING 4 BUILDING 5 BUILDING 8
BUILDING 18 BUILDING 17
BUILDING 16 BUILDING 15
BUILDING 14
BUILDING 13
BUILDING 12
BUILDING 11
BUILDING 10
BUILDING 9
TEE 1-6
STA 14+35.08
N: 1449283.20
E: 3113708.87
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50 INLET 1-14STA 19+28.91RIM 5015.7±INV. OUT 5013.32 (SW)19.46 LF
8" HDPE
@ 0.50%
32.41 LF
8" HDPE
@ 0.50%
38.03 LF
8" HDPE
@ 0.50%BEND 1-11STA 18+39.01RIM 5013.6±INV. IN 5012.87 (N)INV. OUT 5012.87 (E)78.04 LF
8" HDPE
@ 0.50%BEND 1-10STA 17+60.97RIM 5013.3±INV. IN 5012.48 (W)INV. OUT 5012.48 (S)83.54 LF
8" HDPE
@ 0.50%STMH 1-9STA 16+77.43RIM 5015.5±INV. IN 5012.06 (N)INV. IN 5010.63 (S)INV. OUT 5010.63 (E)97.72 LF 24" RCP @ 0.50%TEE 1-8STA 15+79.71RIM 5012.5±INV. IN 5010.14 (W)INV. IN 5010.81 (S)INV. OUT 5010.14 (E)39.17 LF
24" RCP
@ 0.50%STMH 1-7STA 15+40.54RIM 5015.3±INV. IN 5009.94 (W)INV. OUT 5009.94 (E)105.46 LF
24" RCP
@ 0.50%STMH 1-5STA 14+21.50RIM 5014.2±INV. IN 5009.34 (W)INV. IN 5009.34 (S)INV. OUT 5009.34 (E)141.32 LF 24" RCP @ 0.20%INLET 1-4STA 12+80.19RIM 5012.9±INV. IN 5009.06 (W)INV. OUT 5009.06 (S)167.59 LF 30" RCP @ 0.20%INLET 1-3STA 11+12.59RIM 5012.5±INV. IN 5008.73 (N)INV. OUT 5008.73 (E)99.98 LF 30" RCP @ 0.20%FES 1-1STA 10+00.00RIM 5011.3±INV. IN 5008.50 (W)PROPOSED
GROUND EXISTING
GROUND
21" CLAY SANITARY
STA.=17+50.13
INV.=5002.79TEE 1-12STA 18+77.04RIM 5013.8±INV. IN 5013.06 (N)INV. IN 5013.06 (E)INV. OUT 5013.06 (S)8" PVC WATER
STA.=14+48.99
TOP=5007.73
18" MIN.
8" PVC WATER
STA.=12+91.73
TOP=5007.33
18" MIN.
18" CLAY SANITARY
STA.=17+33.69
INV.=5005.41
8" PVC SANITARY
STA.=14+59.16
INV.=5006.44
PRIVATE
BEND 1-13STA 19+09.45RIM 5014.0±INV. IN 5013.22 (NE)INV. OUT 5013.22 (S)TEE 1-2STA 10+12.61INV. 5008.53 (W)INV. 5008.64 (S)INV. 5008.53 (E)TEE 1-6STA 14+35.08INV. 5009.41 (W)INV. 5009.78 (N)INV. 5009.41 (E)4" PVC WATER
STA.=12+54.63
TOP=5008.48
4" PVC WATER
STA.=12+25.01
TOP=5008.58
4" PVC WATER
STA.=11+81.46
TOP=5006.19
4" PVC WATER
STA.=11+38.07
TOP=5005.98
4" PVC SANITARY
STA.=12+69.63
INV.=5005.65
4" PVC SANITARY
STA.=12+15.01
INV.=5005.92
4" PVC SANITARY
STA.=11+71.46
INV.=5006.14
4" PVC SANITARY
STA.=11+30.07
INV.=5006.34
4" PVC SANITARY
STA.=10+89.76
INV.=5006.93
4" PVC SANITARY
STA.=11+25.05
INV.=5006.37
13.58 LF 24" RCP @ 0.50%
12.61 LF
30" RCP
@ 0.20%
2-YR HGL
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 620PLAN & PROFILESTORM DRAIN 127
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN 1
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY 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.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR
THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES.
PROPOSED RIGHT OF WAY
INLET SUMMARY TABLE
DESIGN
POINT
DESIGN INLET
LABEL INLET TYPE INLET SIZE
A2 INLET 2-5 Area Inlet 2' X 15'
B1 INLET 3-4 Nyoplast 30 in.30"
B2 INLET 1-3 Area Inlet 2' X 1.35'
B3 INLET 1-4 Area Inlet 2' X 1.35'
B6 INLET 1-9.5 Type R 5'
B7 INLET 1-9.1 Type R 5'
B9 INLET 1-5.1 Type R 5'
B10 INLET 1-6.3 Type R 5'
D3 INLET 6-2 Type R 5'
D5 INLET 4-4A Area Inlet 4' X 1.35'
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
STORM
DRAIN 1
Text Over Text
8/10/2021