HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - FDP210016 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (4)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK
6' SIDEWALK
4.5' SIDEWALK
S SHIELDS ST.HOBBIT ST.
4.5' SIDEWALK
5' SIDEWALKFDC
FDCFDC
FDC17.761
7
.
8
4
17.83
1
7
.
3
9
17.2917.5417.4517.3217.0216.9118.641
7
.
9
0
18.34
18.3416.67
16.
5
2
16.0816.
2
0
16.82 15.2816.49
16.0516.07 15.8217.0717.55
1
6
.
5
117.7715.17
17.
0
5
19.00 18.341
8
.
9
9
19.
5
8
19.65
19.65
19.
6
5
2.3%2.8%4.2%3.9%3.0%2.0%2.3%1.2%
2.1%
1.9%2.4%2.4%2.4%0.5%0.2%2.0%1.5%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%17.811
7
.
8
1
17.881.6%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 PAN
PROPOSED 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.
2
7
16.3516.
7
3
16.85 1.5%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
15.5316.0415.9116.4816.42 15.4115.
9
00.5%0.5%16.4116.
0
8
2.0%
2.0%
1.7%0.5%0.7%17.8415.
2
6
15.4115.5615.
7
3
15.
9
4 15.96
15.
4
2
15.05
14.88
15.96
1
6
.
0
3
16.1717.0717.09
17.
1
8
17.05
16.52
16.54
16.61
16.49
16.40
16.1815.80
15.3015.
1
1
15.7015.6115.6315.70
16.23
16.
0
9
16.
1
9
16.2217.0417.0017.0417.1717.
1
0
16.9316.8416.8216.61
16.
5
4
1
6
.
1
6
16.29
1
6
.
2
8
15.5315.45
17.7817.7217.700.7%17.2017.14
17.43
HP
17.28
1
7
.
2
3
16.
8
2
16.8216.90
17.
1
3
15.
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 15.70LP16.17
LP
0.5%
2.0%15.100.5%PROPOSED 2'
SIDEWALK
CHASES
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
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 1'
CURB CUT
AREA DRAINS
SEE SHEET C 601-C 60618.46HP18.41
18.
3
7
18.2918.4918.2218.2519.2019.5619.0019.
0
0
19.6518.9918.9218.901
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
619.4017.
9
0
17.8017.30
16.98
16.
9
3
16.6916.66
17.1717.6017.5418.03
18.3417.4918.0017.6217.4916.6718.7618.6817.9717.
2
1
19.
6
5
19.
6
2 19.4918.3217.6017.
6
3
18.
1
8 18.1017.
3
0 17.2417.0216.9519.76(19.82)19.48
19.6519.5619.39 18.561
8
.
5
9 18.511
8
.
0
0
17.
9
718.1219.111
9
.
1
8
19.
4
619.241
9
.
6
5
19.55
1
9
.
6
2
19.65
19.56 19.5619.5018.2318.2719.4520.2819.4219.56
19.6518.
9
9
1
8
.
9
9
18.991.5%2.0%18.2918.2018.244.5%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%
2.0%2.0%1.5%1.4%1.6%1.5%2.0%0.6%0.6%17.5016.8716.8316.7516.751
6
.
7
5
1
6
.
2
8 16.2616.7516.6116.1416.1616.6716.1715.9216.33HP16.2416.25HP15.900.5%17.0715.80HP16.4316.3716.14
HP
16.49
1
7
.
4
1
17.40
17.5016.
8
3
15.18 15.7015.6515.67
17.42 17.4617.50
1
7
.
5
0
17.
3
3
15.5815.4215.3714.87
14.89
14.
5
0
14.4814.9815.0314.99 15.53
15.59
17.34
17.4017.5017.5017.4617.40
15.65
15.59
14.76
14.
2
014.7317.
5
0
17.4017.5016.8316.7516.7517.4016.
8
317.5017.4017.5016.8316.8315.
1
5
17.
4
0
18.87
18.92AREA DRAINS
SEE SHEET C 601-C 606
AREA DRAINS
SEE SHEET C 601-C 606
CULVERTS
SEE SHEET U1-U4
CULVERTS
SEE SHEET C 601-C 606
CULVERTS
SEE SHEET C 601-C 606
CULVERTS
SEE SHEET C 601-C 606
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
1
5
.
4
9 15.231
4
.
9
4
16.20
1
4
.
9
8 14.871
4
.
8
2
LP15.2215.131
7
.
1
017.1016.41
16.92
16.51
17.26
16.
3
0
16.62
16.28
16.96 16.1516.41
15.0915.
0
6
14.97
14.
9
4
LP
15.1315.3016.
0
5
15.24
15.28
1
5
.
6
4
16.
0
916.2016.0717.11
LP
17.96
HP16.82LP1
6
.
0
6 16.031
5
.
6
1
1
5
.
5
9 15.151
8
.
3
4 17.9817.90
17.8118.1218.1617.9017.6217.7317.2017.11
17.1217.03
17.191
6
.
6
719.0018.9118.3418.3418.13
18.1317.4916.5517.7618.18(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
18.3316.9719.0018.92
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
18.8617.4118.34
18.
3
417.6918.95
19.00
18.81
1
8
.
1
7HP
18.3419.
0
0
18.9119.001
8
.
3
4
18.14
17.
6
417.681
7
.
7
7
1
7
.
7
3
18.15
1
8
.
3
3
17.69
19.00
18.91
19.00
18.34
18.10
18.1517.5618.00
17.
9
0
18.34
2.0%
1.5%
1.1%1.5%3.3%2.0%0.6%1
5
.
2
0
15.
5
0
HP
2.0%0.6%0.5%4.5%0.6%0.5%1.7%2.0%1.4%0.8%2.0%1.5%15.83
2.0%1.2%2.0%
16.
4
5
16.37
17.30
17.
1
6
17.16
16.25 16.37
16.8216.7316.7016.7516.29
16.87
16.
3
3
16.1916.2416.3316.32
16.58
HP 16.82
16.
8
2 16.80
16.82
16.8216.82
17.16 15.7315.34
15.
8
9
17.00
16.00
16.06
15.
9
3
15.
0
9
14.
9
7
15.
1
2
15.
8
3
1
5
.
8
3
15.33
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
1
6
.
5
0
15.8315.81
15.87
15.
9
5
15.24
15.76
16.5016.41
15.91
15.55 15.4615.8515.5415.6315.921
6
.
6
1
1
6
.
5
016.861.6%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 C 601-C 606
18.07
17.53
1.1%4.2%2.0%
17.43
HP 17.010.5%0.5%0.5%2.0%2.0%1.5%3.7%17.16
17.05
17.16 16.8316.4816.
3
7
3.
0%1.9%3.7%0.8%
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
16.
4
0
16.
0
3
15.60
PROPOSED 1'
SIDEWALK CHASE
15.76
15.91
1
6
.
4
1
1
5
.
7
5
15.7815.83
15.
6
9
16.
4
1
1
5
.
8
2
15.8316.131.5%0.5%2.3%1.8%2.2%2.3%1.3%1.0%
15.18
1.5%PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
15.
7
1
PROPOSED
STAIR
16.50
PROPOSED
STAIR
PROPOSED
STAIR
16.50
2.0%1.8%1.8%1.7%1.8%2.0%2.0%2.0%2.9%2.0%0.5%2.6%1.7%2.7%0.6%
17.40
16.1416.161.5%18.22
GARAGE 1
GARAGE 2
GARAGE 3
18.49
HP
15.46HP17.53
PROPOSED 2'
CONCRETE PAN
16.3916.78
17.0817.2115.98HPFFE=
17.30
PROPOSED
AREA DRAIN
PROPOSED 1'
SIDEWALK CHASE18.3%11.2%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 48
C 501GRADING 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 AS 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 ARE 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 505Line Over Text &
Text Over Text
Text Over Text Text Over Text
Text Over Text
9/28/2021
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTUP
6' SIDEWALK6' SIDEWALK
9' SIDEWALK
6' SIDEWALK
6' SID
E
W
A
L
K
UD
UD
UD
UD
FDC
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
17.
2
8
17.1717.15
17.20
16.66
16.66
16.77
16.
7
8
17.11
17.10
16.32
16.66 16.1216.
0
416.1316.1816.33
16.55
16.39
17.16
19.00
17.58
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%1.5%1.8%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
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
516.3816.
3
9
16.45
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
7
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 CHASECULVERTS
SEE SHEET C 601-C 606
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.
2
0
17.12
16.
5
5
16.
0
0
15.
8
5
15.4315.
3
7
15.
2
9
15.
6
2
15.66
16.
2
3
16.
2
6
16.3116.35HP17.
1
6
17.
0
4
16.
7
5
17.16
16.65
16.
1
2
16.
2
2
17.
1
0
16.9216.
0
2
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.
1
6
17.
2
5
17.
2
5
17.
0
6
17.
2
7
17.28 17.33
17.5617.47
17.28
17.26
17.27
17.27
17.27
1
7
.
5
9
17.58
17.42
16.28
16.
7
8
16.84
16.9417.57
16.98
17.27 17.27
17.37
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.
5
4
17.57
17.39
17.27
17.
2
5
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%1.5%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%0.4
%0.9%2.0%0.5%0.5%0.5%3.0%0.
5
%1.5%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
2.8%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
DETENTION
POND 2
17.30
ROOF DRAINS
SEE SHEET C 607-C 608
ROOF DRAINS
SEE SHEET C 607-C 608
ROOF DRAINS
SEE SHEET C 607-C 608
17.27
17.37
17.2717.27
4'x4' ADA
LANDING
4'x4' ADA
LANDING
1
7
.
5
517.56
4'x4' ADA
LANDING
4'x4' ADA
LANDING
17.53
17.41PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
17.27
PROPOSED 1'
SIDEWALK CHASE
PROPOSED
TRENCH DRAIN
17.24
16.79
17.71 17.71
17.71
17.71
PROPOSED
AREA DRAIN
17.
2
417.24
16.
6
6
1
6
.
7
0
16.78
17.
2
5
17.
2
7
17.
2
7
17.
2
7
17.65
17.69
17.66
17.6817.6716.7016.60
W STUART ST
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 48
C 503GRADING 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 AS 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 ARE 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 506
C 501 C 502
C 503 C 504
C 506 C 505C 5059/28/2021
Text Over Text
Text Over Text
Text Over Text
Text Over Text