HomeMy WebLinkAboutMASON STREET INFRASTRUCTURE PROJECT - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 4 - RESPONSE TO STAFF REVIEW COMMENTS (2)ORANGE LINE
4960
4965
4970
4975
4980
4985
4990
4960
4965
4970
4975
4980
4985
4990
9+7510+00 11+00 12+00 13+0013+25
BLUE LINE
4965
4970
4975
4980
4985
4990
4995
4965
4970
4975
4980
4985
4990
4995
7+75 8+00 9+00 10+00 11+00 12+00
-0.00%
6.70
%
0.21%
-
2
4
.
9
5
%
24
.
8
8
%
0.00%
STA.=9+40.06
EL. = 4978.000
STA.=9+32.00
EL. = 4980.014
STA.=10+00.00
EL. = 4978.000
STA.=10+08.03
EL. = 4979.997
STA.=8+03.54
EL. = 4981.214
STA.=10+08.13
EL. = 4974.805
STA.=10+40.50
EL. = 4974.890
STA.=10+91.26
EL. = 4978.000
STA.=12+43.49
EL. = 4977.960
H2O
FE S
W W W W W W W W W W W W W W
XXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
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W W W
E
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PROFILE SCALE:
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROFILE SCALE:
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS S
ELEC
F E S
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ELEC
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CABLEVAULT
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CTV CTV CTV
OHU OHU
X X
X X X X X X X
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CTV CTV CTV
CT
V
CTV CTV
CT
V
CTV CTV
G G
G G G G G G
CTV CTV
G G
SS SS SS SS SS SS
SS
SS
SS
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SS
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H2O
H2O
A RV
H2O H2O
HY D
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W W W W W W W W W W W W W W W W W W W
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W W W W W
S
S
SS
SS
SS
SS
SS
SS
SS
D
ELEC
W W W W W
XXX X X
X
X
X
X
SS
SS
SS
SS
SS
SS
SS
SS
8" W
X
8" W
S
E
E
E
E
E
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E E E E E E E E E E E E E E E E E E
E
E
E
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G
G
G
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8"
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NCFS LLC
300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
HOYT JOHN R
1307 N. COLLEGE AVENUE
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
1311 N. COLLEGE LLC
1311 N. COLLEGE AVENUE
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
D AND S MOTELS INC
1405 N. COLLEGE AVENUE
FORT COLLINS, CO
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HICKORY STREET
20' WATERLINE
ROW EASEMENT
REC. NO. 85040113
20' UTILITY
EASEMENT
BK 1429 PG 750
20' UTILITY
EASEMENT PER
PLAT OF BREW SUB.
FIRST FILING
RIGHT OF WAY EASEMENT
BK 929 PG 30
(WIDTH VARIES)
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
30' NON-EXCLUSIVE
ROADWAY/ACCESS EASEMENT
BK 2125 PG 1500
10' ROW PSC EASEMENT
BK 1430 PG 930
EXISTING 10'
UTILITY EASEMENT
BK 1658 PG 746
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
HIBDON COURT
10' UTILITY
EASEMENT
BK 1429 PG 750
20' IRRIGATION DITCH
EASEMENT
BK 1429 PG 750
30' EASEMENT FOR ROAD PURPOSES
BK 1143 PG 187
(EXCEPTION PARCEL PIB FCIF25205400)
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
UNION PACIFIC RAILROAD
EXISTING STORM
DRAIN
EXISTING FIRE
HYDRANT
EXISTING 12"
SANITARY SEWER
EXISTING STORM
INLET
EXISTING 36" WATER
LINE
FIRE HYDRANT
SANITARY SEWER LINE A
SEE SHEET 8
EXISTING
WATERLINE
71' ROW
LOT LINE
HICKORY REGIONAL
DETENTION POND
CURB CUT AND
SIDEWALK CHASE
LOT 1
LOT 2
LOT 3
PROPOSED
WATER CAP
EXISTING
8" WATER
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
R.O.W AGREEMENT WITH UNION PACIFIC
RAILROAD FOR THE PURPOSE OF IRRIGATION
DITCH & IRRIGATION WATER UNSPECIFIED
WIDTH BK 813 PG 27
TO BE VACATED PER LANGUAGE FOUND
ON PAGE 28 OF SAID DOCUMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
71' ROW
RELOCATED ELECTRIC LINE
TIE INTO EXISTING
ELECTRIC LINE
42'' FL-FL
42'' FL-FL
STREET LIGHT
N:137574.95
E:194294.64
STREET LIGHT
N:137735.36
E:194229.14
STREET LIGHT
N:137922.42
E:194218.01
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
WATERLINE A
SEE SHEET 9
STREET LIGHT
N:137431.21
E:194415.92
SWITCH CABINET
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137355.10
E:193607.48
3" METER BOX
(METER TO BE INSTALLED
AT TIME OF LOT 2 DEVELOPMENT)
N:137762.41
E:194195.09
2' CONCRETE
PAN
60' DRAINAGE
EASEMENT
12' GRAVEL ACCESS ROAD
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
SWITCH CABINET
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137424.77
E:194421.63
3 PHASE ELECTRIC BOX
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137743.66
E:194230.65
1" IRRIGATION
METER PIT
N:137530.13
E:194296.56
20' DRAINAGE
EASEMENT BY
SEPARATE
DOCUMENT
PROPOSED NATURAL
HABITAT BUFFER ZONE
TRACT A
POTHOLE
N:137338.45
E:194504.00
POTHOLE
N:137338.37
E:194546.32
POTHOLE
N:137338.21
E:194633.26
POTHOLE
N:137338.12
E:194681.74
POTHOLE
N:137338.17
E:194657.90
6" FIRE SERVICE
SSMH A1
STORM DRAIN D
SEE SHEET 13
30' STORM SEWER
EASEMENT
20' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
6" SANITARY
SERVICE
10' UTILITY
EASEMENT
CONNECT TO
EXISTING 8"
WATER LINE
ENCROACHMENT
EASEMENT
26'
A
C
C
E
S
S
EAS
E
M
E
N
T
EXISTING
CULVERT
EXISTING AIR RELEASE
VALVE
DRAINAGE
EASEMENT
SSMH A2
SSMH A4
SSMH A6
FUTURE
71' ROW
42'' FL-FL
U2
(F
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F
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)
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I
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P
L
A
N
----
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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
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KEYMAP
NOTES:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS,
LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES,
WHICH SHALL BE PER CITY STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5 FOOT MINIMUM AND 5.5 FOOT MAXIMUM
CLEARANCE FROM FINISHED GRADE TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED NATURAL HABITAT BUFFER ZONE
GRAVEL GEOGRID
TURF REINFORCEMENT (TMAX)
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
4960
4965
4970
4975
4980
4985
4990
4995
4960
4965
4970
4975
4980
4985
4990
4995
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
98.95 LF 91"X58" HERCP @ 0.20%
JU
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C
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1
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29.68 LF 91"X58" HERCP @ 0.20%
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27.18 LF 91"X58" HERCP @ 0.20%
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3
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3
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72.05 LF 91"X58" HERCP @ 0.20%
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1
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7
3
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(
N
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179.75 LF 91"X58" HERCP @ 0.20%
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2
5
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1
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4
9
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0
4
(
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4
9
7
2
.
0
4
(
S
)
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
6" PVC SANITARY
w/ 12" STEEL CASING PIPE
10FT EACH SIDE OF CROSSING
STA.=12+14.69
INV.=4972.25
FUTURE GROUND
@ PIPE CENTERLINE
0.48-FT
1.5-FT COVER2-FT COVER
2-FT COVER
8"
W
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E E E E E E
GGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
I
FW
12" SS12" SS12" SS12" SS
12" SS
12" SS
12" SS
12" S
S
12" S
S
12" S
S
12"
S
S
12" S
S
12"
S
S
12"
S
S
12"
S
S
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8"
W
8"
W
E
E
E
E
E
E
E
E
TF
SC
12
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S
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12
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S
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12
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XX
X
S
W
W
W
W
W
45' ROW
BK 1743 PG 63271' ROW
71' ROW
26' ACCESS
EASEMENT
EXISTING FIRE
HYDRANT
SANITARY SEWER LINE A
SEE SHEET 8
ULTIMATE
SANITARY SEWER
EXISTING
WATERLINE
WATERLINE A
SEE SHEET 9
6" FIRE SERVICE
6" SANITARY
SERVICE
ENCROACHMENT
EASEMENT (BY
SEPARATE DOCUMENT)
EXISTING
CULVERT
3" WATER SERVICE
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
LOT 2
LOT 3
N MAS
O
N
S
T
R
E
E
T
HI
B
D
O
N
C
O
U
R
T
LOT 1
JUNCTION 1E
STA 13+00.89
N: 137690.01
E: 194267.98
STMH 1E-1
INV. OUT=4976.68 (SW)
FG=4980.12
11.25° BEND 1D
STA 12+01.94
N: 137599.65
E: 194308.31
45° BEND 1B
STA 11+45.08
N: 137553.17
E: 194341.06
HEADWALL 1A
STA 10+73.03
N: 137482.18
E: 194328.75
11.25° BEND 1F
STA 14+05.09
N: 137791.57
E: 194244.64
72.05 LF 91"X58" HERCP @ 0.20%
27.18 LF 91"X58" HERCP @ 0.20%
98.95 LF 91"X58" HERCP @ 0.20%
104.20 LF 91"X58" HERCP @ 0.20%
179.75 LF 91"X58" HERCP @ 0.20%
31.18 LF 91"X58" HERCP @ 0.40%
JUNCTION 1C
STA 11+72.25
N: 137575.39
E: 194325.41
INLET 1C-1
INV. OUT=4975.86 (SW)
FG=4980.18
29.68 LF 91"X58" HERCP @ 0.20%
20.20 LF 91"X58" HERCP @ 1.00%
8.0'
9.5'
10.0'
10.0'
8.7'
10.0'
10.4'10.0'
4.0'
ST5
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----
NORTH
( IN FEET )
1 inch = ft.
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PROFILE SCALE:
ULTIMATE STORM DRAIN 1
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
KEYMAP
####
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.UTILITIES SHOWN AND CALLED OUT AS 'ULTIMATE' ARE CONCEPTUAL IN NATURE
AND ARE SUBJECT TO CHANGE WITH SUBSEQUENT PROJECT DEVELOPMENT PLAN
APPLICATIONS.
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.REFER TO ODP AND MASTER DRAINAGE PLAN FOR ADDITIONAL INFORMATION.
PROPOSED RIGHT OF WAY
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300 HICKORY STREET
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QR INC.
280 HICKORY STREET
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200 HICKORY STREET
FORT COLLINS, CO
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
HOYT JOHN R
1307 N. COLLEGE AVENUE
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
1311 N. COLLEGE LLC
1311 N. COLLEGE AVENUE
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
D AND S MOTELS INC
1405 N. COLLEGE AVENUE
FORT COLLINS, CO
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ROW EASEMENT
REC. NO. 85040113
20' UTILITY
EASEMENT
BK 1429 PG 750
20' UTILITY
EASEMENT PER
PLAT OF BREW SUB.
FIRST FILING
RIGHT OF WAY EASEMENT
BK 929 PG 30
(WIDTH VARIES)
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
30' NON-EXCLUSIVE
ROADWAY/ACCESS EASEMENT
BK 2125 PG 1500
10' ROW PSC EASEMENT
BK 1430 PG 930
EXISTING 10'
UTILITY EASEMENT
BK 1658 PG 746
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
NON-EXCLUSIVE
ACCESS EASEMENT
REC. NO. 20140030921
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
HIBDON COURT
10' UTILITY
EASEMENT
BK 1429 PG 75024' ACCESS EASEMENT
REC. NO. 20140036292
20' IRRIGATION DITCH
EASEMENT
BK 1429 PG 750
30' EASEMENT FOR ROAD PURPOSES
BK 1143 PG 187
(EXCEPTION PARCEL PIB FCIF25205400)
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
UNION PACIFIC RAILROAD
EXISTING STORM
DRAIN
EXISTING FIRE
HYDRANT
EXISTING 12"
SANITARY SEWER
EXISTING STORM
INLET
EXISTING 36" WATER
LINE
FIRE HYDRANT
SANITARY SEWER LINE A
SEE SHEET 8
EXISTING
SANITARY SEWER
EXISTING
WATERLINE
71' ROW
LOT LINE
EXISTING 24'
EOC-EOC
HICKORY REGIONAL
DETENTION POND
CURB CUT AND
SIDEWALK CHASE
LOT 1
LOT 2
LOT 3
PROPOSED
WATER CAP
EXISTING
8" WATER
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
R.O.W AGREEMENT WITH UNION PACIFIC
RAILROAD FOR THE PURPOSE OF IRRIGATION
DITCH & IRRIGATION WATER UNSPECIFIED
WIDTH BK 813 PG 27
TO BE VACATED PER LANGUAGE FOUND
ON PAGE 28 OF SAID DOCUMENT
ACCESS EASEMENT
REC. NO. 20140012394
9' UTILITY EASEMENT
9' UTILITY EASEMENT
71' ROW
RELOCATED ELECTRIC LINE
TIE INTO EXISTING
ELECTRIC LINE
42'' FL-FL
42'' FL-FL
STORM DRAIN B
SEE SHEET 13
STORM DRAIN A
SEE SHEET 10
STREET LIGHT
N:137574.95
E:194294.64
STREET LIGHT
N:137735.36
E:194229.14
STREET LIGHT
N:137922.42
E:194218.01
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
WATERLINE A
SEE SHEET 9
STREET LIGHT
N:137431.21
E:194415.92
SWITCH CABINET
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137355.10
E:193607.48
3" METER BOX
(METER TO BE INSTALLED
AT TIME OF LOT 2 DEVELOPMENT)
N:137762.41
E:194195.09
2' CONCRETE
PAN
60' DRAINAGE
EASEMENT
12' GRAVEL ACCESS ROAD
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
SWITCH CABINET
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137422.61
E:194424.41
3 PHASE ELECTRIC BOX
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137750.42
E:194230.03
1" IRRIGATION
METER PIT
N:137530.13
E:194296.56
20' DRAINAGE
EASEMENT BY
SEPARATE
DOCUMENT
30' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
PROPOSED NATURAL
HABITAT BUFFER ZONE
28.17' UTILITY,
DRAINAGE,
ACCESS
EASEMENT BY
SEPARATE
DOCUMENT
ACCESS EASEMENT
BY SEPARATE
DOCUMENT
TRACT A
POTHOLE
N:137338.45
E:194504.00
POTHOLE
N:137338.37
E:194546.32 POTHOLE
N:137338.21
E:194633.26
POTHOLE
N:137338.12
E:194681.74
POTHOLE
N:137338.17
E:194657.90
6" FIRE SERVICE
SSMH A1
STORM DRAIN C
SEE SHEET 13
30' STORM SEWER
EASEMENT
20' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
6" SANITARY
SERVICE
10' UTILITY
EASEMENT
CONNECT TO
EXISTING 8"
WATER LINE
ENCROACHMENT EASEMENT
(BY SEPARATE DOCUMENT)
26'
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SEE SHEET 5
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SEE SHEET 10
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7
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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
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KEYMAP
NOTES:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS,
LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES,
WHICH SHALL BE PER CITY STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5 FOOT MINIMUM AND 5.5 FOOT MAXIMUM
CLEARANCE FROM FINISHED GRADE TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED NATURAL HABITAT BUFFER ZONE
GRAVEL GEOGRID
TURF REINFORCEMENT (TMAX)
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280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
1311 N. COLLEGE LLC
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
N
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20' ROW EASEMENT
REC. NO. 85040113
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
10' UTILITY EASEMENT
BK 1658 PG 746
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
HIBDON COURT
24' ACCESS EASEMENT
REC. NO. 20140036292
EXISTING STORM
DRAIN
EXISTING 36" WATER
LINE
LOT LINE
HICKORY REGIONAL
DETENTION POND
7
5
.
4
2
75.19
80.49
75
.
1
5
(7
6
.
2
6
)
79.20
77.56
77
.
0
4
7
6
.
7
7
7
6
.
5
6
76.36
77.13
81.20
81.56
79.66
78.56
80.00
80.00
81
.
0
3
78.
0
2
75.3
475.2
6
75.92
76.00
1.
3
%
0.
9
%
1
.
3
%
1.
0
%
1.1
%
1.1%
1.0%
1.1%
1.0
%
1
.
1
%
1.0
%
3.5%
2
.
8
%
3.7%
3.9%
3.2%
5.
9
%
3.2%
5:
1
4:
1
5:1
6:
1
6
:
1
5:
1
6:1
9:1
0.5%
78.60
8
1
.
0
3
81
.
0
3
81.08
(7
8
.
3
9
)
(77.86)
(80.41)
(81.73)
(80.00)
(78
.
5
9
)
4:1
81.26
80.33
(80.32)
(78.87)
(79.84)
5.
9
%
7
8
.
7
3
79.13
(79.14)
(77
.
3
6
)
0.1%
0.
2
%
0.
1
%
0.1%
EXISTING
BUILDING
80.76
80.18
1
0
:
1
7:1
2.0
%
81.787
6
.
2
6
80.90
81.76
(81.82)2' CONCRETE
PAN
EXISTING 24"
STORM CULVERT
LOT 1
LOT 2
LOT 3
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
(79.86)(7
9
.
5
5
)
79.86
7
9
.
2
8
(79.49)
79.94
79.36
R.O.W AGREEMENT WITH UNION PACIFIC
RAILROAD FOR THE PURPOSE OF IRRIGATION
DITCH & IRRIGATION WATER UNSPECIFIED
WIDTH BK 813 PG 27
TO BE VACATED PER LANGUAGE FOUND
ON PAGE 28 OF SAID DOCUMENT
9' UTILITY EASEMENT
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
71' ROW
4' CURB CUT AND
SIDEWALK CHASE
42'' FL-FL
42''
FL-FL
10' UTILITY EASEMENT
10' UTILITY EASEMENT
SWALE
60' DRAINAGE
EASEMENT
73.6
6
80.40
77.17
77
.
5
5
7
7
.
0
0
7
5
.
7
2
7
6
.
2
2
7
5
.
4
7
77.01
77.30
74.97
75.12
7
5
.
2
4
78
.
1
3
7
7
.
9
6
77.
9
5
78.44
78.6
4
78
.
4
3
78
.
3
7
78.
1
2
79.00
78.
6
2
75.97
7
4
.
9
0
74
.
9
0
0
.
1
%
0
.
1
%
2.
0
%
5:
1
12:1
10:
1
6:1
9
.
7
%
5:
1
5:1
2.2
%
4.
6
%
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
11
:
1
50
:
1
(78
.
2
8
)
4:1
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
8
0
.
0
3
0.
1
%
POND DEPTH
GAUGE
6.5
%
10' UTILITY EASEMENT
D
R
Y
C
R
E
E
K
9' UTILITY EASEMENT
TRACT A
PROPOSED NATURAL
HABITAT BUFFER ZONE
78.60
78.32
(77.88)
(78
.
0
6
)
78.
3
8
81.87
81.93
81.52
2.1%
OUTFALL
CURB AND
GUTTER
71' ROW
ACCESS EASEMENT
BY SEPARATE DOCUMENT
26'
A
C
C
E
S
S
EAS
E
M
E
N
T
30' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
10
+
5
0
12
+
0
0
14
+
0
0
16
+
0
0
18+0
0
20+00
22+00
24
+
0
0
81.01
80.00
77.74
80.00
78.51
78.62
9:1
7:1
5:1
???
0.5%
78.5
9
78.3
3
78
.
4
6
7
5
.
8
3
7
5
.
6
6
7
5
.
5
1
75.36
75.21
1.0%
15' GRAVEL GEOGRID
ACCESS ROAD
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
79.9
9
7
6
.
4
8
(7
9
.
9
8
)
(80.73)
13:1
10:1
19:1
49:
1
5:
1
2.4%
1.5%
(7
8
.
3
6
)
(7
9
.
2
4
)
ENCROACHMENT EASEMENT
(BY SEPARATE DOCUMENT)
30' STORM SEWER
EASEMENT
20' EMERGENCY
ACCESS EASEMENTDRAINAGE
EASEMENT
78
.
6
7
80
.
0
0
7
5
.
5
1
76.47
78.8
8
79
.
9
9
77.
6
0
77.13
77.41
7
7
.
5
9
8
1
.
4
1
(8
1
.
7
3
)
5:
1
4:
1
2.
0
%
3.2%
5.7%
24' EMERGENCY ACCESS
EASEMENT
10' UTILITY EASEMENT
79.34
4' CONCRETE
RUNDOWN
0
.
5
%
2' CONCRETE
PAN
0
.
1
%
7:1
80.75
80.
2
5
80
.
7
6
81.19
STORM DRAIN B
SEE SHEET ##
STORM DRAIN A
SEE SHEET 10
STORM DRAIN C
SEE SHEET ##
UNDERDRAIN
4222 SQ. FT. of
TMAX
1030 SQ. FT. of
TMAX
900 SQ. FT. of
TMAX
12' GRAVEL
ACCESS ROAD
4' TOP OF BERM
4' TOP OF BERM
10' UTILITY EASEMENT
12' GRAVEL
ACCESS ROAD
(8
.
3
%
)
(7.0%)
(18.7%)
(5.3
%
)
(14.1%)
(2.3%)
(17.6
%
)
8
0
.
0
0
7
9
.
3
6
2.1%
2.0%
2.0%
2.3
%
2.8
%2.1
%
78.87
7
8
.
9
8
7
9
.
1
1
79.08
78.
0
0
78.0074.77
74.8
5
0
.
1
%
0
.
1
%
6.4%
0.7
%
(79.70)
60-LF
EMERGENCY
SPILLWAY
S
SS
W W W W W
S
X
20' ROW EASEMENT
REC. NO. 85040113
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
20' IRRIGATION DITCH
EASEMENT
BK 1429 PG 750
(7
7
.
9
8
)
(7
7
.
5
7
)
(7
7
.
5
8
)
20' DRAINAGE
EASEMENT BY
SEPARATE
DOCUMENT
EXISTING 36"
WATERLINE
EXISTING
STORM DRAIN
N
C
O
L
L
E
G
E
A
V
E
G1
GR
A
D
I
N
G
P
L
A
N
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
Sheet
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p
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f
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r
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r
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c
.
N
O
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F
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I
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R
E
V
I
E
W
S
E
T
of 30
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
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.
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
LOD
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
LIMIT OF DISTURBANCE
GRAVEL GEO GRID
TURF REINFORCEMENT (TMAX)
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
KEYMAP
MA
T
C
H
L
I
N
E
-
S
E
E
B
O
T
T
O
M
L
E
F
T
MA
T
C
H
L
I
N
E
-
S
E
E
T
O
P
R
I
G
H
T
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
12+00
4966
4968
4972
4976
4980
4984
4966
4968
4972
4976
4980
4984
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
14+00
4966
4968
4972
4976
4980
4984
4966
4968
4972
4976
4980
4984
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
16+00
4970
4972
4976
4980
4984
4988
4970
4972
4976
4980
4984
4988
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
18+00
4970
4972
4976
4980
4984
4988
4970
4972
4976
4980
4984
4988
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
20+00
4970
4972
4976
4980
4984
4988
4970
4972
4976
4980
4984
4988
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
22+00
4970
4972
4976
4980
4984
4988
4970
4972
4976
4980
4984
4988
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
24+00
4970
4972
4976
4980
4984
4988
4970
4972
4976
4980
4984
4988
0 20 40 60 800-20-40-60-80
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
10+50
4970
4972
4976
4980
4984
4988
4970
4972
4976
4980
4984
4988
0 20 40 60 800-20-40-60-80
49
7
8
.
2
49
8
0
.
0
0
49
7
8
.
4
49
7
9
.
9
9
49
7
8
.
8
49
8
0
.
0
0
49
7
8
.
6
49
7
9
.
9
9
49
7
8
.
9
49
7
8
.
6
2
49
7
9
.
6
49
7
9
.
6
7
49
8
0
.
3
49
8
0
.
4
0
49
8
1
.
4
49
8
1
.
4
4
PROPOSED
GROUND
(TYP.)
EXISTING
GROUND
(TYP.)
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
PR
O
P
.
L
I
N
E
-2.1%
-2
0
.
7
%
-2.0%
-1
9
.
9
%
-2.0%-1
8
.
1
%
-2.0%-9.9
%
-0.7%
-1.0%
-1.0%
-0.7%
-0.9%
-0.8%
-7.5
%
-1.0%
-1
4
.
3
%
-1.0%
-0.4%
-12
.
3
%
-2.0%
-2.0%
-2.0%
Sheet
Th
e
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of 30
MA
S
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N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
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.
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
LOD
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
LIMIT OF DISTURBANCE
GRAVEL GEO GRID
TURF REINFORCEMENT (TMAX)
G2
PO
N
D
C
R
O
S
S
S
E
C
T
I
O
N
S
7
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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
KEYMAP
POND CROSS SECTIONS
SEE SHEET 5 FOR STATIONING
20' ROW EASEMENT
REC. NO. 85040113
L
O
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
H2O
F E
S
W W W W W W W W W W W W W W W W W W W W W W
XXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
W W W
UDUDUDUDUDUDUDUDUDUDUDUDUDUD
10'' ROW PSC EASEMENT BK 1430 PG 930
N
M
A
S
O
N
S
T
R
E
E
T
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
24' ACCESS EASEMENT
REC. NO. 20140036292
LOT LINE
7
5
.
1
9
80.49
75
.
1
5
80.0
0
78.00
80
.
9
4
78.
0
2
75
.
3
4
75
.
2
6
???
1.
3
%
0.
9
%
1
.
3
%
5:
1
4:
1
78.60
81.0381.0
3
81.08
(??
?
)
79.13
(77
.
6
4
)
0.1%
80.76
2.0
%
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
71' ROW
42'' FL-FL
SWALE
60' DRAINAGE EASEMENT
7
5
.
4
7
7
4
.
9
7
75.12
7
5
.
2
4
78
.
1
3
77.
9
4
78.3
7
78.
1
2
7
4
.
9
0
74.82
5:
1
6:1
9
.
7
%
5:
1
5:1
2.2
%
3.3
%
(??
?
)
0.
1
%
POND DEPTH
GAUGE
7.0
%
10' UTILITY EASEMENT
78.60
78.32
(77.88)
(78
.
0
3
)
78.
3
8
ACCESS EASEMENT
BY SEPARATE DOCUMENT
20' DRAINAGE,
UTILITY & ACCESS
EASEMENT BY
SEPARATE
DOCUMENT
26'
A
C
C
E
S
S
E
A
S
E
M
E
N
T
35' DRAINAGE, UTILITY
& ACCESS EASEMENT
BY SEPARATE
DOCUMENT
9
+
7
8
10
+
5
0
0.8%
15' GRAVEL GEOGRID
ACCESS ROAD
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
79
.
9
9
5.7%
79.34
0.
5
%
2' CONCRETE
PAN
STORM DRAIN A
SEE SHEET 10
4222 SQ. FT. of
TMAX
1030 SQ. FT. of
TMAX
12' GRAVEL ACCESS ROAD
78.87
8
0
.
6
2
80.67
78.
0
0
80.00
74.7
5
74.851.
8
%
1.
1
%
1.0
%
1.1
%
1.
3
%
2.
1
%
6.0
%
5:1
5:
1
5:
1
8:1
6.5%
0.
1
%
5.8%
3.1
%
0.1%
0.
5
%
77.99
78.
1
1
78.00
0
.
2
%
0.
1
%
0
.
1
%
0.2
%
0
.
1
%
4.0%
(1
3
.
9
%
)
(
1
2
.
1
%
)
(
0
.
9
%
)
(
1
.
1
%
)
77.
9
7
78
.
5
5
78
.
6
8
77.
9
8
77.
9
7
77.
8
0
77.
9
5
15' GRAVEL GEOGRID
ACCESS ROAD
2
0
.
0
%
26.
6
%
79.
3
8
80.
0
3
81.
4
9
81
.
0
7
81
.
2
2
MONITORING
WELL
79
.
3
7
80
.
0
0
74.9
8
79
.
7
1
(77
.
6
0
)
(77
.
6
6
)
(77
.
4
9
)
(77
.
7
3
)
60-LF EMERGENCY
SPILLWAY
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
9+78
4966
4968
4972
4976
4980
4984
4966
4968
4972
4976
4980
4984
0 20 40 60 800-20-40-60-80-100-120
49
7
8
.
0
49
7
8
.
0
0
-0.1%-0.1%
-6.6%
0.6%
PROPOSED
GROUND
(TYP.)
EXISTING
GROUND
(TYP.)
TO
P
O
F
BE
R
M
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
10+50
4966
4968
4972
4976
4980
4984
4966
4968
4972
4976
4980
4984
0 20 40 60 800-20-40-60-80
49
8
0
.
0
49
8
0
.
0
0
-2.0%
-2
0
.
7
%
-1.0%-1.0%
PROPOSED
GROUND
(TYP.)
EXISTING
GROUND
(TYP.)
G2
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
6
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
Sheet
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
N
o
r
t
h
e
r
n
En
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
N
o
r
t
h
e
r
n
En
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
,
I
n
c
.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 30
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
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.
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
LOD
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
LIMIT OF DISTURBANCE
GRAVEL GEO GRID
TURF REINFORCEMENT (TMAX)
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
KEYMAP
POND CROSS SECTIONS