HomeMy WebLinkAboutR6_Country Club Reserve_R5_Country Club Reserve - Utility Plans - sw redlines - Responses (Stripped)LOCAL RESIDENTIAL
(53' ROW)
2-LANE ARTERIAL STREET
(78' ROW)
EAST DOUGLAS ROADBETHPAGE DR.
WINGED FOOT DR.
KIAWAH DR.
CARNOUSTIE DR.
ROYAL TROON AVE.
2-LANE ARTERIAL STREET
(72' ROW)
TURNBERRY ROAD
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comCS1 COVER SHEET1
CONTACT INFORMATION
PROJECT TEAM:
GAS-----------------Xcel Energy---------------------------------------------------------(970) 225-7828
ELECTRIC--------City of Fort Collins Light & Power-----------------------------(970) 224-6152
CABLE-------------Comcast-------------------------------------------------------------(970) 567-0245
TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501
WATER------------East Larimer County Water District---------------------------(970) 221-6700
WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 498-0604
STORMWATER-City of Fort Collins Utilities--------------------------------------(970) 221-6700
FIBER OPTICS--Colorado State University---------------------------------------(970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
SEPTEMBER 2020
SHEET INDEX
FINAL UTILITY PLANS FOR
A TRACT OF LAND BEING THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
COUNTRY CLUB RESERVE
PHONE NUMBER
Blaine Mathisen, EI
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Bob Tesley, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
VICINITY MAP
NORTH
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
Northern Engineering Services, Inc.Additional Topo
Project No. 103-005 1324-001
Date: July 11, 2006 May 2, 2017
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, Inc.
Preliminary Geotechnical Exploration - Boma Farm Development
Fort Collins, Colorado
EEC Project No. 1062013
Date: February 22, 2006
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
SITE ENGINEER
SURVEYOR
CS1 COVER SHEET
CS2 - CS3 GENERAL AND CONSTRUCTION NOTES
EX1 - EX2 EXISTING CONDITIONS AND DEMOLITION PLAN
PH1 PHASING PLAN
OG1 OVERALL GRADING PLAN
G1 - G6 GRADING PLAN
EC1 EROSION CONTROL PLAN
EC2 EROSION CONTROL DETAILS
OU1 OVERALL UTILITY PLAN
U1 - U6 UTILITY PLAN
OS1 - OS4 OFFSITE SANITARY SEWER
SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE
SS4 SANITARY SEWER A5 PLAN AND PROFILE
SS5 - SS6 SANITARY SEWER A5-1 PLAN AND PROFILE
SS7 SANITARY SEWER A5-1.5 & A5-1.6 PLAN AND PROFILE
SS8 SANITARY SEWER B PLAN AND PROFILE
SS9 SANITARY SEWER B4 PLAN AND PROFILE
SD1 SUBDRAIN B AND A PLAN AND PROFILE
SD2 SUBDRAIN A PLAN AND PROFILE
SD3 SUBDRAIN C AND C2 PLAN AND PROFILE
ST1 STORM LINE A AND F PLAN AND PROFILE
ST2 STORM LINE B, C, AND E PLAN AND PROFILE
ST3 STORM LINE D PLAN AND PROFILE
R1 BETHPAGE DR. PLAN AND PROFILE
R2-R3 WINGED FOOT DRIVE PLAN AND PROFILE
R4 KIAWAH DRIVE PLAN AND PROFILE
R5 CARNOUSTIE DRIVE PLAN AND PROFILE
R6 BALTUSROL DRIVE/BALTUSROL COURT PLAN AND PROFILE
R7 BALTUSROL DRIVE PLAN AND PROFILE
R8 ROYAL TROON AVENUE PLAN AND PROFILE
R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE
R12-R13 TURNBERRY ROAD PLAN AND PROFILE
XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS
XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS
SP1 EAST DOUGLAS ROAD STRIPING PLAN
SP2 EAST DOUGLAS ROAD INTERIM STRIPING AND GRADING PLAN
SP3 TURNBERRY ROAD STRIPING PLAN
INT1-INT4 INTERSECTION DETAILS
DR1 DRAINAGE EXHIBIT
D1-D7 DETAILS
PROJECT
LOCATION
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
The Birdsall Group, LLC
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Crystal Cove Development, LLC
8020 S County Road 5, Unit 200
Fort Collins, CO 80528
(970) 204-9393
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION
STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE
SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION = 5123.89
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS
DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR
ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.
X X X X X
UD
UD
UD
C
A
R
N
O
U
S
T
I
E
D
R
.
B
A
L
T
U
S
R
O
L
D
R
.ROYAL TROON AVE.RAIN GARDEN 2
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 6
87.55
92.40
75.9282.1481.7280.7780.3579.7079.3979.1178.8378.56
78.2878.0077.6880.7181.0678.22
75.5977.93
75.33
75.08
77.62
77.22
76.8174.60
74.12
76.51
76.21
73.63
73.15
75.87
73.75
75.49
75.49
72.44
71.34
75.22
75.
6
4
75.0175.2975.5175.72 75.8476.1276.7276.46
76.94
77.89 77.4478.3879.3378.84 80.2179.79
80.93
81.42
82.81
82.32
83.75
84.24
85.67
85.18
86.67
87.15
88.67
89.27
90.77
87.17 85.71
70.65
70.35
69.81
FG=86.44
TF=87.11
A
FG=84.71
TF=85.38
A
FG=94.93
TF=95.60
B
FG=94.30
TF=94.97
B
FG=92.43
TF=93.10
B
FG=90.15
TF=90.82
B
FG=88.37
TF=89.04
B
FG=86.77
TF=87.44
B
FG=85.36
TF=86.03
B
FG=83.72
TF=84.39
B
FG=82.80
TF=83.47
B
FG=81.36
TF=82.03
T
FG=80.65
TF=81.32
A
FG=79.67
TF=80.34
A
FG=81.02
TF=81.69
B
FG=81.29
TF=81.96
T
FG=81.57
TF=82.24
A
FG=81.85
TF=82.52
A
FG=82.13
TF=82.80
A
FG=82.40
TF=83.07
A
FG=83.06
TF=83.73
A
TF=83.62
FG=82.33
TF=83.00
A
FG=81.96
TF=82.63
A
FG=81.59
TF=82.26
A
FG=81.17
TF=81.84
A
FG=80.78
TF=81.45
A
FG=80.02
TF=80.69
A
FG=78.85
TF=79.52
A
FG=93.75
TF=94.42
B
FG=92.12
TF=92.79
B
FG=90.02
TF=90.69
B
FG=88.52
TF=89.19
B
FG=87.03
TF=87.70
B
FG=85.59
TF=86.26
B
FG=84.17
TF=84.84
B
FG=82.77
TF=83.44
B
FG=81.64
TF=82.31
B
FG=80.68
TF=81.35
B
FG=79.74
TF=80.41
B
FG=78.79
TF=79.46
B
FG=78.19
TF=78.86
B
FG=77.52
TF=78.19
B FG=77.16
TF=77.83
B
FG=77.03
TF=77.70
B
FG=77.27
TF=77.94
B
FG=80.05
TF=80.72
B
FG=79.57
TF=80.24
B
FG=79.27
TF=79.94
B
FG=78.97
TF=79.64
B
FG=78.57
TF=79.24
B
FG=78.16
TF=78.83
B
FG=77.86
TF=78.53
B
FG=77.56
TF=78.23
B53'ROW30'-53'
RO
W
30'
-53'ROW30'-9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
89.52
88.02
86.53
85.09
83.67
82.27
81.14
80.18
79.24
78.29
77.69
77.02
76.66
76.53
76.38
76.37
76.50
77.06
77.36
78.07
79.07
78.77
78.47
77.6669.81
71.41
75.43
75.33
69.81
71.8975.9880.02
88.48
91.20
89.25
88.65
87.17
84.01
82.18
80.56
79.31
78.09
86.63
85.03
84.90
84.33
84.13
83.22
82.32
80.77
77.13
76.51
75.90
76.10
80.98
81.29
81.7981.79
81.83
81.85
81.87
81.90
82.04
82.29
82.37
82.69
83.00
83.64
83.82
85.44
86.74
87.29
80.86
79.93
80.15
78.35
80.68
80.79
81.02
82.56
81.54
81.02
80.74
80.46
80.18
79.46
79.06
78.52
77.4980.2881.09
81.46
77.71
77.7578.0978.5278.9579.38
79.71
80.47
79.8879.52
83.64
83.74
82.02
85.94
81.03
80.69
77.2880.6781.3581.6381.9085.3978.9779.1775.7570.8270.8169.8169.8170.81
69.8169.8170.81
70.8169.8170.81
70.813.2%4.8%23:1
21:
1
93.01
88.34
74.84
POND 1FG=80.49
TF=81.16
B
FG=79.64
TF=80.31
B
69.81
70.8170.8169.8769.87SIDEWALK
CULVERT
FLAT BOTTOM SWALE
SWALE
10' MIDBLOCK
CROSS PAN
RIPRAP 0.8%11:1
23:
1
LOT 29
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 13
LOT 18
LOT 16
LOT 13
LOT 14
LOT 17
LOT 15
LOT 34
TRACT D
ACCESS, DRAINAGE &
UTILITY EASEMENT
LOT 13
LOT 33
LOT 12
LOT 32
LOT 17
LOT 28
LOT 15
LOT 22
LOT 19
LOT 21
LOT 27
LOT 18
LOT 16
LOT 12
LOT 23
LOT 20
LOT 14
LOT 31
LOT 24
LOT 25
LOT 26
LOT 30
LOT 14
LOT 16
LOT 15
LOT 11
LOT 9
LOT 10
LOT 12
LOT 13
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
LOT 2
LOT 1
LOT 3
84.86
79.99
80.52
93.61 80.2489.27
89.85
BLOCK 6
BLOCK 5
69.63
70.26
CONCRETE WEIR
42.96'
30.27'
4
2
.
2
6
'
FOREBAY
(SEE DETAIL ON SHEET D7)
FOREBAY
(SEE DETAIL ON SHEET D7)
G5 GRADING PLAN12
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comKEYMAP
DOUGLAS RD
TURNBERRY RDLEGEND:
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)MATCHLINE - SEE SHEET G6MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4G6G5G4
G3G2G1
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
V.P.
V.P.V.P.V.P.
A.R.V.
GAS
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SFSFSF SF SF SF SF SF SF
SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF
SF
SF
SFSFSFSF SF
SF SFSFS
F
SFSFSFSF
UD UDUD
UD
IRIR
CONCRETE
PAN
WINGED FOOT DR.
KIA
W
A
H
D
R
.ROYAL TROON AVE.C
A
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O
U
S
T
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.
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A
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S
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D
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.BETHPAGE DR.RAIN GARDEN 2
BALT
U
S
R
O
L
C
T.
W W
W
W
W
IP
OP
SF SF
W
POND 1
SIDEWALK CHASE
NATURAL HABITAT
BUFFER ZONE
FES
POND 2
RAIN GARDEN 3
INLET (2)
CWA IP
IPIP
SF SF
W
IP
SF
RS
RS RS
OUTFALL
INLET
INLET
INLET
E. DOUGLAS ROAD
VTCVTCIPIPIPRSRSRS RS
VTC
W
RS
RS
RAIN GARDEN 1
RS
EXISTING 24" CMPTURNBERRY ROADOP
SF
SF
IP
IP
RS
RS
OUTFALL FES
W
W
ECB
ECB
W W
RIPRAP
SF
SF
8'x8'
9" DEEP INTO
FOREBAY. TOP OF
FOREBAY TO BE
FLUSH WITH RAIN
GARDEN.
8'x8'
9" DEEP INTO
FOREBAY. TOP OF
FOREBAY TO BE
FLUSH WITH RAIN
GARDEN.
8'x8'
9" DEEP INTO
FOREBAY. TOP OF
FOREBAY TO BE
FLUSH WITH RAIN
GARDEN.
ECB
60'
20'
ECB
SFSFSFSF SF
SF
SF
SF
SF
SF
SFS
F
SF
SF SF SF SF SF
SF SFSFSFSFSFSFSFSF
SF
S
F
SF
SF SFSF
SF
SF SFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
RP
RP
RP
RP
IP
RP
ECB
± 19,500 SQ. FT. ECB
W
W
W
W
W12.8%25.7%1
2
.
6
%24.4%11.0%
17.1%
21.4%20.5%8.0%
12.6%10.2%5.0%8.6%
24.4%3.8%
12.6%
23.2%
9.6%5.7%13.9%9.8%11.8%8
.
8%6.5%13.9%18.8%15.9%18.0%
4.
6
%
ECB
± 27,400 SQ. FT. ECB
± 68,500 SQ. FT. ECB
EC1 EROSION CONTROL PLAN14
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comCALL 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
BENCHMARK/BASIS OF BEARING
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
SILT FENCE
WATTLE PROTECTION
RIP-RAP
SF
INLET PROTECTION
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2.TOTAL DISTURBED AREA = 80.19 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5.REFER TO THE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN
ENGINEERING SERVICES, DATED 09.29.2020 FOR ADDITIONAL INFORMATION.
6.ALL DISTURBED AREAS SHOULD BE REVEGETATED PER THE APPROVED
LANDSCAPING PLANS.
7.RAIN GARDENS SHALL BE INSTALLED IN THE LAST PHASE OF DEVELOPMENT TO
MINIMIZE POTENTIAL FOR SEDIMENT TO INFILTRATE AND CLOG THE SYSTEM.
8.REFER TO SHEETS G1 - G6 FOR MORE DETAILS REGARDING SLOPES AND
ELEVATIONS.
9.SLOPES OF 15% OR GREATER WITHIN THE DETENTION PONDS AND RAIN GARDENS
REQUIRE SEED AND MULCH TO AID STABILIZATION EFFORTS. REFER TO LANDSCAPE
PLANS FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
LEGEND:
ROCK SOCK WITH MARKER
EROSION CONTROL BLANKET
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES
ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR
PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY
DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO
CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING
(CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION
CONTROL MEASURES ACCORDING THE THE CONSTRUCTION
SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL
SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM,
UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,
HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND
ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER
PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE.
PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO
THE SURROUNDING SURFACE TYPE AND CONDITION (i.e.,
STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE
SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED
(100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL
DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS
AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE
LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS
SHALL BE STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE
WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING
OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO
CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND
WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS,
DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH
TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL
STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON
PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT
SITE STABILIZATION METHODS.
16.ALL DOWNSTREAM INLETS ALONG DOUGLAS ROAD AND TURNBERRY
ROAD SHOULD HAVE INLET PROTECTION.
EROSION CONTROL NOTES:
CONCRETE WASHOUT AREA
OUTFALL PROTECTION
SF
W
RP
IP
RS
ECB
CWA
OP
OVERLAND FLOW
DIRECT FLOW
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION
STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE
SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION = 5123.89
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM)
FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR
ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.
NORTH
( IN FEET )
0
1 INCH = 120 FEET
120 120 240 360
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: COUNTRY CLUB RESERVE
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
PROPOSED STORM SEWER
VEHICLE TRACKING PAD VTC
EC2 EROSION CONTROL DETAILS15
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comCALL 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
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A"WATTLE "B"
1'2'
TYP.
1'1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
W1 & W2 INSTALLATION NOTES:
1.THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2.WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3.WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4.NOT FOR USE IN CONCENTRATED FLOW AREAS.
5.THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6.WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7.ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8.RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9.SPACING - DOWNSLOPE:
10.VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11.HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12.STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
1"x 1" WOOD STAKES
18"-24"
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
WP
CONCRETE WASHOUT AREA
CWA
2 ROCK SOCK DETAIL3
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2"100
1-1/2"90-100
1"20-55
3/4"0-15
3/8"0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
VEHICLE CONTROL TRACKING PAD
VTC
4
AT PIPE OUTLET AREAS OF STREAMS AND
DRAINAGE CHANNELS - DETAIL A
IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B
OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C
ANCHOR DETAILS
PERIMETER ANCHOR TRENCH
JOINT ANCHOR TRENCH
INTERMEDIATE ANCHOR TRENCH
OVERLAPPING JOINT
WOOD STAKE DETAIL
MINIMUM THICKNESS 1"
USE 2x4 MATERIAL FOR STAKES
JOINT ANCHOR
TRENCH, TYP.
PERIMETER
ANCHOR
TRENCH, TYP.
TOP OF
CHANNEL BANK
TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF
STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT.
BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION.
STAKING PATTERN SHALL MATCH BLANKET TYPE.
UNDISTURBED
SOIL
TYPE OF BLANKET,
INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING
(MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING
PATTERNS DETAIL ON NEXT SHEET
PERIMETER
ANCHOR TRENCH, TYP.
JOINT ANCHOR TRENCH, TYP.
COMPACTED
SUBGRADE
1
>3
THE BLANKET SHALL
BE EXTENDED TO THE
TOP OF CHANNEL
"D" 6"TOPSOIL"M"
OVERLAPPING JOINT, SEE
DETAIL ON THIS SHEET
STAGGER
OVERLAPS
PERIMETER ANCHOR TRENCH
SEE DETAIL ON THIS SHEET
PER MANUFACTURER SPEC.
OR TYPE 1 STAKING SEE
THE STAKING PATTERN
DETAIL ON NEXT SHEET
BLANKET SHALL BE
100% STRAW MIN.
DIVERSION DITCH
TYPICALLY AT
TOP OF SLOPE
6"TOPSOIL6" MIN.
(TYP.)
3" MIN.
(TYP.)
SINGLE EDGE
EROSION CONTROL
BLANKET (TYP.)
COMPACTED
BACKFILL (TYP.)
STAKE (TYP.)
TWO EDGES OF
TWO ADJACENT
ROLLS
LOOP FROM
MIDDLE OF
ROLL
FLOW 6"
3" MIN. 12"MIN. STAKING PATTERNS
SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S
SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE)
PERIMETER ANCHOR
TRENCH OR JOINT
ANCHOR TRENCH, TYP.
STRAW-COCONUT
COCONUT OR EXCELSIOR
STRAW
ROLL WIDTH
"W" (TYP.)6'3'1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"4'3'2'ECB
EROSION CONTROL BLANKET TYPE
TYPE
STRAW*
STRAW-COCONUT
EXCELSIOR
COCONUT
CONTENT
-
30% MIN.
-
STRAW
CONTENT
100%
-
NETTING MIN.
DOUBLE/NATURAL
100%
-
-
EXCELSIOR
CONTENT
COCONUT --100%
* FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS
DOUBLE/NATURAL
DOUBLE/NATURAL
DOUBLE/NATURAL
MAX.70%
RIP-RAP10
WATTLE INSTALLATION1
AA
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
OUTFALL PROTECTION8
SILT FENCE5
INLET PROTECTION9
ILP
IP
INDIVIDUAL LOT PROTECTION6 EROSION CONTROL BLANKET7
RP
PLANTED RIPRAP SCHEDULE
Storm Line Pipe
Diameter
(ft)
Ordinary
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of
Riprap
(ft)
Storm Line A 2.00 Type L 32.00 10.00 1.5
Storm Line B 2.00 Type L 8.00 9.00 1.5
Storm Line C 1.25 Type L 5.00 7.00 1.5
Storm Line D 1.25 Type L 5.00 7.00 1.5
Rain Garden 1 0.00 Typle L 5.00 20.00 1.5
Rain Garden 2 0.00 Type M 30.00 10.00 1.5
Rain Garden 3 0.00 Type L 5.00 152.00 1.5
*ALL RIPRAP TO BE PLANTED*
W
W
W
W
W
W
W
W
W
W
W WWE
E
E
E
E
E
E
E
E
E
E
E
E
EXXXXXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FES
M FES TELE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXWW
WW8" W8" WUD
UD
UD
UD
UD
UD
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W8" W8" W8"
W
8
"
W
8"
W
8"
W
8"
W 8" W8" W8" W8" SSSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD
WWWWWSSSSSS
WWWWWW
SSSSSSS S SSS S
SS
SW W W W W
WWWWWWWWWWWWWWWWWW
W W W W
WWS S S S
SSSSSSS S S S S S S
SSSSW S
SS
SW
8" W8" W8" WIR8" SS8" SS8"
SS
8"
S
S
8"
S
S
8"
S
S
8"
S
S8" SS8" SSS
D
S
D
S
D
S
DSDSDSDSDIR
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 8" W
8" W
S
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
A.V.
STA. 15+47.48
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149680.90
E:204468.39
993.30 LF 8" PVC
N89°21'11"W
160.38 LF 8" PVCS00°38'49"W141.54LF8"PVCR=300.00'2
7
7
.
6
0
L
F
8
"
P
V
C
N
5
2
°
3
4
'
4
5
"
W
48.36 LF 8" PVC
N24°27'45"W
61.90 LF 8" PVC
N00°41'16"E
4
6
.
8
1
L
F
8
"
P
V
CR=
3
0
0
.
0
0
'60.59LF8"PVCR=299.60'LOT 3
LOT 6
LOT 2 LOT 5LOT 4 LOT 6
LOT 16LOT 15LOT 14LOT 13LOT 12LOT 9 LOT 11LOT 10LOT 7 LOT 8
LOT 18LOT 17 LOT 19
LOT 20
LOT 2
LOT 1
LOT 1 LOT 4 LOT 5 LOT 12LOT 11LOT 10LOT 9LOT 8LOT 7LOT 3LOT 2
LOT 7
LOT 8
LOT 10
LOT 11
LOT 9
TRACT E
ACCESS & DRAINAGE
EASEMENT
LOT 3
LOT 4
LOT 5
LOT 19
LOT 18
TRACT A
DRAINAGE
EASEMENT
WINGED FOOT DR.
C
A
R
N
O
U
S
T
I
E
D
R
.
E. DOUGLAS ROAD
ROYAL TROON AVE.STA. 15+94.70
8"X8" TEE w/ TB
2 - 8" GV (S & E)
N:149681.46
E:204421.17
STA. 21+17.37
8"X8" TEE w/ TB
1 - 8" GV (N)
N:149687.43
E:203898.53
STA. 23+09.42
8"X8" TEE w/ TB
2 - 8" GV (S & E)
N:149689.53
E:203706.49
STA. 17+18.37
11.25° BEND
N:149567.39
E:203711.13
STA. 16+98.89
AIR/VACUUM
RELIEF VALVE
N:149549.66
E:203719.20
STA. 16+70.01
11.25° BEND
N:149523.37
E:203731.16
STA. 14+93.90
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
STA. 12+50.24
8"X1" TEE w/ TB
(SEE IRRIGATION PLANS FOR
ADDITIONAL INFORMATION)
N:149432.73
E:204405.00
STORM LINE D
SEE SHEET ST3
SUBDRAIN C2
SEE SHEET SD3
SUBDRAIN C
SEE SHEET SD3
12" ELCO WATERLINE
(SEE PLANS BY OTHERS)
POND 3
SIDEWALK
CULVERT (TYP.)
EXISTING WATERLINE
(CONTRACTOR TO LOCATE
PRIOR TO MOBILIZATION)
NATURAL HABITAT
BUFFER ZONE SWALE
NATURAL HABITAT
BUFFER ZONE
CONCRETE
FOREBAY
FIRE HYDRANT
N:149698.45
E:203898.66
FIRE HYDRANT
N:149691.99
E:204468.39
FIRE HYDRANT
N:149418.88
E:203871.81
SANITARY SEWER A5-1.5
SEE SHEET SS7
SANITARY SEWER A5-1
SEE SHEET SS5
CONCRETE COLLAR RG3
INV. IN=5079.00 (S)
FG=5078.80
34.02 LF 6" HDPE @ 0.20%
MON ITORING WELL RG3
INV. IN=5079.07 (W)
INV. OUT=5079.07 (N)
FG=5081.31
232.10 LF 6"
P
E
R
F
O
R
A
T
E
D
H
D
P
E
@
0
.
2
0
%
CLEANOUT RG3
INV. OUT=5079.53 (E)
FG=5080.94
SANITARY SEWER A5
SEE SHEET SS4
72' R.O.W
15' UTILITY EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT 6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
5' DRAINAGE
EASEMENT
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
EXISTING
PUMP HOUSE
EXISTING
ELECTRIC LINE
2' CONCRETE
PAN
30' -
53' R.O.W6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
53' R.O.W30' -
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
53' R.O.W
30' -9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
STA. 15+92.75
8"X1" TEE w/ TB
N:149469.86
E:203786.36
BLOCK 1
BLOCK 10
EXISTING
CULVERTDOUGLAS RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY,
CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN
VEHICLE OR BICYCLE WHEEL PATHS.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.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.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U5 MATCHLINE - SEE SHEET U3MATCHLINE - SEE SHEET U1U5 U6U4
U2 U3U1
U2 UTILITY PLAN18
V.P.XWWWWWWW14"W 1976 (AC)15" SS15" SS15" SS15" SS15" SSSDSDSDSDSDSD16" W16" W16" W16" W16" W16" WFES A1
STA 10+00.00
N: 149401.85
E: 205482.19
168.30 LF 24" RCP @ 1.71%
OUTFALL A2
STA 11+68.30
N: 149404.22
E: 205313.91 TURNBERRY ROADNO. 8 DITCHNO. 8
D
ITCH
DEPTH GAUGE
SUBDRAIN B
SEE SHEET SD2
TURNBERRY ROAD72' R.O.W
15' UTILITY EASEMENTSANITARY OFFSITE SEWER
SEE SHEET OS3
SUBDRAIN A
SEE SHEET SD1
EXISTING 14" ELCO AC
WATERLINE
(WILL BE ABANDONED IN PLACE)
STORM LINE B
SEE SHEET ST2
LOT 1LOT 2LOT 3
BLOCK 3
TRACT C
ACCESS & DRAINAGE
EASEMENT
2' CONCRETE
PAN
POND 1
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
5045
5050
5055
5060
5065
5070
5075
5080
5085
5045
5050
5055
5060
5065
5070
5075
5080
5085
9+5010+0011+0012+0013+00 OUTFALL A2STA 11+68.30FL. EL 5060.1±INV. OUT 5056.89 (E)168.30 LF
2
4
"
R
C
P
@
1
.
7
1
%FES A1STA 10+00.00INV. 5054.01 (W)PROPOSED
GRADE
EXISTING
GROUND
18.20"XXXXXXXX X X X X X
XXOHEOHEOHEOHEOHE/ / / / / / / /ST ST ST ST
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWW/ / / / / / / /W 15" SS15" SS15" SS15" SS15" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
SD SD SD SDSDSDSDSD16" W16" W16" W16" W16" W16" WTURNBERRY ROADEXISTING 24"
CMP
2' CONCRETE
PAN
POND 1
SANITARY SEWER A
SEE SHEET SS1
SUBDRAIN A
SEE SHEET SD1
SANITARY OFFSITE SEWER
SEE SHEET OS3
72' R.O.W
EXISTING 14" ELCO AC
WATERLINE
16" ELCO WATERLINE
(SEE PLANS BY OTHERS)
30' SANITARY SEWER
EASEMENT TO BE DEDICATED
BY SEPARATE DOCUMENT 15' UTILITY EASEMENTSTORM LINE E
SEE SHEET ST2
TRACT C
ACCESS & DRAINAGE
EASEMENT
FES F1
STA 10+60.12
N: 148738.90
E: 205350.08
FES F2
STA 10+00.00
N: 148787.89
E: 205315.23
60.12 LF 24" HDPE @ 2.00%
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
5045
5050
5055
5060
5065
5070
5075
5080
5085
5045
5050
5055
5060
5065
5070
5075
5080
5085
9+50 10+00 10+75FES F2STA 10+00.00INV. 5061.74 (SE)60.12 LF 24" HDPE @ 2.00%FES F1STA 10+60.12INV. 5062.94 (NW)PROPOSED
GRADE
EXISTING
GROUND
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comST1 PLAN AND PROFILESTORM LINE A AND F39
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
STORM LINE A
KEYMAP
DOUGLAS RD
TURNBERRY RDPROFILE SCALE:
NORTH
STRM A
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
OHE OHE
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
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 THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
8.SEE STORM LINE PROFILES FOR CLARIFICATION ON OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES.
9.RAIN GARDENS AND PONDS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE
OWNER.
10.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR
TEMPORARY AND PERMANENT CONTROL MEASURES.
11.SEE DETAIL SHEET EC2 FOR RIPRAP SCHEDULE.
INLET SUMMARY
INLET ID TYPE
A2 CDOT TYPE C
C1 CURB INLET-4 FT
D1 DOUBLE CURB
INLET
D2 DOUBLE CURB
INLET
D3 DOUBLE CURB
INLET
D4 AREA INLET
D5 CURB INLET-4 FT
D6 CURB INLET-4 FT
E1 CURB INLET-4 FT
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROFILE SCALE:
STORM LINE F
STRM F
PUBLICLY OWNED AND MAINTAINED
OUTLET A2 PRIVATELY OWNED
AND MAINTAINED
PUBLICLY OWNED
AND MAINTAINED
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /V.P.X
WWWWWWWW14"W 1976 (AC)HEADWALL B1
STA 12+08.09
N: 149697.27
E: 205337.34
FES B2
STA 10+00.00
N: 149489.20
E: 205334.99
208.09 LF 24" RCP @ 0.50%KIAWAH DR.15" SS15" SS15" SS15" SS15" SS15" SS15" SSSD SD SD SD
8" W8" W8" W8" W8" SS8" SS8" SSSDSDSD16" W16" W16" W16" W16" W16" W16" WTURNBERRY ROAD
LOT 10
LOT 1
BLOCK 3
BLOCK 2 SUBDRAIN B
SEE SHEET SD2
SANITARY SEWER OFFSITE
SEE SHEET OS4
SANITARY SEWER B
SEE SHEET SS5
30' -
53' R.O.W 9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITY EASEMENT
72' R.O.W 50' -EOP
EXISTING 14" ELCO AC
WATERLINE
(TO BE ABANDONED)
LOT 8
LOT 9
LOT 2
LOT 3
RIPRAP
2' CONCRETE
PAN
TRACT C
ACCESS & DRAINAGE
EASEMENT
NO. 8 DITCH
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
5055
5060
5065
5070
5075
5080
5085
5090
5055
5060
5065
5070
5075
5080
5085
5090
9+5010+0011+0012+0012+50
208.09 LF 24" RCP @ 0.50%FES B2STA 10+00.00INV. 5065.19 (N)HEADWALL B1STA 12+08.09INV. 5066.23 (S)EXISTING
GROUND
PROPOSED
GROUND
8" PVC
STA.=11+70.50
INV.=5063.61
(WATER LINE LOWERING)
8" PVC
STA.=11+60.50
INV.=5060.66 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXWWWWWWW14"W 1976 (AC)72'
ROW
50'
-EOPPOND 1
15" SS15" SS15" SS15" SS15" SS15" SSSDSDSDSDSDSDSDSD16" W16" W16" W16" W16" W16" WINLET C1
STA 10+90.33
N: 149150.61
E: 205379.76
90.33 LF 15" RCP @ 2.00%
FES C2
STA 10+00.00
N: 149151.63
E: 205289.43
SANITARY OFFSITE SEWER
SEE SHEET OS3 TURNBERRY ROAD15' UTILITY EASEMENTRIPRAP
2' CONCRETE
PAN
SUBDRAIN B
SEE SHEET SD2
TRACT C
ACCESS & DRAINAGE
EASEMENT
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
5055
5060
5065
5070
5075
5080
5085
5090
5055
5060
5065
5070
5075
5080
5085
5090
9+50 10+00 11+00
EXISTING
GROUND
PROPOSED
GROUND
90.33 LF 1
5
"
R
C
P
@
2
.
0
0
%FES C2STA 10+00.00INV. 5061.20 (E)INLET C1STA 10+90.33FL. EL 5069.5±INV. OUT 5063.01 (W)5050
5055
5060
5065
5070
5075
5080
5085
5050
5055
5060
5065
5070
5075
5080
5085
9+50 10+00 11+00 11+50
60.13 L
F
1
5
"
R
C
P
@
3
.
0
0
%INLET E1STA 10+60.13FL. EL 5068.2±INV. OUT 5063.56 (W)FES E2STA 10+00.00INV. 5061.76 (E)EXISTING
GROUND
PROPOSED
GROUND / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXX X X X
XXOHEOHEOHEOHEOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWW/ / / / / / / /W 15" SS15" SS15" SS15" SS15" SS8" SS 8" SS 8" SS 8" SS
SD SDSDSDSDSD16" W16" W16" W16" W16" W16" WSTORM LINE A
SEE SHEET ST1
TRACT C
ACCESS & DRAINAGE
EASEMENT
2' CONCRETE
PAN
POND 1
SANITARY SEWER A
SEE SHEET SS1
SUBDRAIN A
SEE SHEET SD1
SANITARY OFFSITE SEWER
SEE SHEET OS3
72' R.O.W
EXISTING 14" ELCO AC
WATERLINE
(TO BE ABANDONED)TURNBERRY ROAD30' SANITARY SEWER
EASEMENT TO BE DEDICATED
BY SEPARATE DOCUMENT
FES E2
STA 10+00.00
N: 148803.94
E: 205315.32
60.13 LF 15" RCP @ 3.00%
INLET E1
STA 10+60.13
N: 148803.28
E: 205375.4515' UTILITY EASEMENTTURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
KEYMAP
DOUGLAS RD
TURNBERRY RDSheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comST2 PLAN AND PROFILESTORM LINE B, C, AND E40
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
PROFILE SCALE:
NORTH
STORM LINE B
STRM B
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROFILE SCALE:
NORTH
PROFILE SCALE:
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
OHE OHE
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
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 THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
8.SEE STORM LINE PROFILES FOR CLARIFICATION ON OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES.
9.RAIN GARDENS AND PONDS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE
OWNER.
10.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR
TEMPORARY AND PERMANENT CONTROL MEASURES.
11.SEE DETAIL SHEET EC2 FOR RIPRAP SCHEDULE.
INLET SUMMARY
INLET ID TYPE
A2 CDOT TYPE C
C1 CURB INLET-4 FT
D1 DOUBLE CURB
INLET
D2 DOUBLE CURB
INLET
D3 DOUBLE CURB
INLET
D4 AREA INLET
D5 CURB INLET-4 FT
D6 CURB INLET-4 FT
E1 CURB INLET-4 FT
NORTH
STORM LINE C STORM LINE E
STRM C
STRM E
PUBLICLY OWNED
AND MAINTAINED
PUBLICLY OWNED AND MAINTAINED
PUBLICLY OWNED
AND MAINTAINED
W
W
W
W WE
E
E
E
E / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FES
M FE
STELE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXX/ / / / / / / // / / / / / / // / / / / / / /FE
SM FE
S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXWWINLET D1
STA 21+49.70
N: 150037.66
E: 203897.99
INLET D2
STA 17+24.70
N: 150032.86
E: 204322.96
INLET D6
STA 12+04.26
N: 149986.37
E: 204809.19
INLET D5
STA 12+34.93
N: 149986.71
E: 204778.52
INLET D3
STA 13+97.29
N: 150029.16
E: 204650.35
OUTLET D4
STA 13+63.79
N: 149995.67
E: 204649.97
FES D7
STA 10+00.00
N: 149971.92
E: 205012.93
425.00 LF 15" RCP @ 0.30%327.41 LF 15" RCP @ 0.50%
33.50 LF
15" RCP
@ 0.50%
128.86 LF 15" HDPE @
0
.
5
0
%
30.67 LF
15" RCP
@ 0.50%
204.26 LF 15" HDPE @
0
.
5
0
%
E. DOUGLAS ROAD
E. DOUGLAS ROAD
WINGED FOOT DR.POND 3 (WETLANDS)
SWALE
EXISTING WATERLINE
TO BE VERIFIED BY CONTRACTOR
PRIOR TO MOBILIZATION
48' -EOP 78' R.O.W
15' UTILITY EASEMENT
UD
UD
UD
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W8" W8" W8" SSSD78' R.O.W
RIPRAP30' -
53' R.O.W
TRACT A
DRAINAGE
EASEMENT
TRACT B
ACCESS & DRAINAGE
EASEMENT
LOT 1
LOT 23
LOT 24
LOT 2
LOT 3BLOCK 1
BLOCK 2
NATURAL HABITAT
BUFFER ZONE (NHBZ)
SWALE
NHBZ
SANITARY B4
SEE SHEET SS8RAIN GARDEN 3
RAIN
GARDEN 1
DOUGLAS RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
5065
5070
5075
5080
5085
5090
5095
5100
5065
5070
5075
5080
5085
5090
5095
5100
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+25
204.26 LF 15" HDPE @ 0.50%FES D7STA 10+00.00RIM 5074.7±INV. IN 5073.27 (W)30.67 LF 15" RCP @ 0.50%
128.86 LF 15" HDPE @ 0.50%INLET D5STA 12+34.93FL. EL 5080.6±INV. IN 5074.45 (W)INV. OUT 5074.45 (E)INLET D6STA 12+04.26FL. EL 5080.5±INV. IN 5074.30 (W)INV. OUT 5074.30 (E)33.50 LF 15" RCP @ 0.50%
327.41 LF 15" RCP @ 0.50%OUTLET D4 W/ ORIFICE PLATESTA 13+63.79RIM 5077.4±INV. IN 5075.09 (N)INV. OUT 5075.09 (E)INLET D3STA 13+97.29FL. EL 5080.5±INV. IN 5075.26 (W)INV. OUT 5075.26 (S)425.00 LF 15" RCP @ 0.30%INLET D2STA 17+24.70FL. EL 5081.0±INV. IN 5076.90 (W)INV. OUT 5076.90 (E)INLET D1STA 21+49.70FL. EL 5081.9±INV. OUT 5078.17 (E)8" PVC
STA.=12+25.61
INV.=5072.00
(WATER LINE LOWERING)
1.5'
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comKEYMAP
DOUGLAS RD
TURNBERRY RDST3 PLAN & PROFILESTORM LINE D41
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM LINE D
PROPOSED
GROUND
EXISTING
GROUND
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
8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
OHE OHE
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
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 THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
8.SEE STORM LINE PROFILES FOR CLARIFICATION ON OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES.
9.RAIN GARDENS AND PONDS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE
OWNER.
10.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR
TEMPORARY AND PERMANENT CONTROL MEASURES.
11.SEE DETAIL SHEET EC2 FOR RIPRAP SCHEDULE.
INLET SUMMARY
INLET ID TYPE
A2 CDOT TYPE C
C1 CURB INLET-4 FT
D1 DOUBLE CURB
INLET
D2 DOUBLE CURB
INLET
D3 DOUBLE CURB
INLET
D4 AREA INLET
D5 CURB INLET-4 FT
D6 CURB INLET-4 FT
E1 CURB INLET-4 FT
EXISTING
PUMP
HOUSE
STRM D
PUBLICLY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED
OUTLET D4 PRIVATELY OWNED
AND MAINTAINED
PHASE 2 PHASE 1
V.P.
V.P.V.P.V.P.
A.R.V.
GAS
GAS
V.P.V.P.XXXXXXG
G
G G G G
G
G
G
G G G G G G
G GGGGGGGGGGG
/ / / / / / / /X X X X X
V.P.XXXXXXXXXXX X X X X X X XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /MXXXXFESMMFESFESMMXTELE
F.O.
TELEFESFES
/ / / / / / / // / / / / / / // / / / / / / /MGASXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /F E
SM FES TELE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / /FES
M F E
S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX/ / / / / / / // / / / / / / // / / / / / / /XWSO
X
XV.P.
VAULT
CABLE
BOX
CABLE
M
M
H2O XGASGASV.P.
GAS
OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE
B
B
B
B
B
B
B
B
/ / / / / / / // / / / / / / /
ST ST
AW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / //
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
/
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/ /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GW
UD UDUD
UD
IRIR
16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W4
2
7
8
5b
3b 5b
4 5a
3b
2
7
8
10
6
6
1a
1a
10
OS1b
OS1b
OS2
OS2
5a
1b
1b
9a
9OS3
OS4
OS3
OS4
OS5
OS5
OS1a
OS1a
SIDEWALK CHASE
NATURAL HABITAT
BUFFER ZONE
OUTFALL
PROPOSED FES
EXISTING 24" CMP
PROPOSED FES
SWALE
INLET
INLET
PLEASE SEE DRAINAGE
REPORT FOR HISTORIC
DRAINAGE EXHIBIT
SHOWING FULL EXTENTS
OF OFFSITE BASINS
AND HISTORIC CALCULATIONS
FOR BASINS OS3 - OS5
INLET
INLET
WINGED FOOT DR.
KIA
W
A
H
D
R
.ROYAL TROON AVE.E. DOUGLAS ROAD
C
A
R
N
O
U
S
T
I
E
D
R
.
B
A
L
T
U
S
R
O
L
D
R
.BETHPAGE DR.POND 1
RAIN GARDEN 3
RAIN GARDEN 2 TURNBERRY ROADRAIN GARDEN 1
INLET (2)
BAL
T
U
S
R
O
L
C
T.
PLEASE SEE DRAINAGE
REPORT FOR HISTORIC
DRAINAGE EXHIBIT
SHOWING FULL EXTENTS
OF OFFSITE BASINS
AND HISTORIC CALCULATIONS
FOR BASIN OS4NO. 8 DITCHNO.
8
D
I
TCH
RAIN GARDEN 3
100-YEAR OVERFLOW AREA RAIN GARDEN 1
100-YEAR OVERFLOW AREA
RAIN GARDEN 2
100-YEAR OVERFLOW AREA
3a
3a
POND 2
CONCRETE
WEIR
CONCRETE
WEIR
CONCRETE
WEIR
INLET
OUTFALL
RIPRAP
DR1 DRAINAGE EXHIBIT67
NORTH
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
( IN FEET )
1 inch = ft.
Feet0120120
120
240 360
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comLEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ADESIGN POINT
OVERLAND FLOW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NOTES:
1.REFER TO THE FINAL DRAINAGE REPORT FOR COUNTRY CLUB RESERVE DATED
09.02.2020 FOR ADDITIONAL INFORMATION.
DIRECT FLOW
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100 Tc
(min)
Q2
(cfs)
Q100
(cfs)
1a 1a 8.90 0.29 0.36 23.5 3.8 16.5
1b 1b 2.89 0.25 0.31 25.3 1.0 4.5
2 2 2.96 0.57 0.71 17.7 2.9 12.7
3 3 5.04 0.63 0.79 13.4 6.3 27.5
4 4 6.88 0.32 0.40 16.5 4.0 17.2
5a 5a 0.68 0.73 0.91 9.7 1.1 4.9
5b 5b 2.75 0.62 0.77 13.5 3.4 14.7
6 6 8.17 0.32 0.40 24.8 3.7 16.3
7 7 12.99 0.57 0.71 19.2 12.1 52.8
8 8 10.72 0.29 0.37 22.6 4.7 20.6
9a 9a 2.47 0.33 0.42 22.2 1.3 5.5
9b 9b 7.52 0.27 0.33 19.4 3.3 14.4
10 10 2.63 0.25 0.31 21.4 1.0 4.5
OS1a OS1a 1.91 0.67 0.84 22.9 1.9 8.4
OS1b OS1b 2.41 0.68 0.86 24.6 2.4 10.4
OS2 OS2 0.26 0.73 0.91 9.5 0.4 1.9
LID Treatment Summary Table
Raingarden ID Total Drainage
Area (Ac.)
Raingarden
Req'd Min.
Volume
(Cu.-Ft.)
Raingarden#1 8.02 5423
Raingarden#2 15.54 8294
Raingarden#3 6.32 3836
Total Newly Developed Area
Treated 29.88 Ac.
Total Newly Developed Area 33.43 Ac.
Percent of Newly Developed Area
Treated 89.38 %
POND SUMMARY TABLE
Pond ID
100-Yr.
Detention
Vol. (Ac-Ft)
Water Quality
Capture Volume
(Ac-Ft)
Total Req'd
Vol. (Ac-Ft)
100-Yr.
WSEL (Ft)
Peak
Release
(cfs)
Pond 1 11.41 0.32 11.73 5066.90 0.82
Pond 3 3.85 N/A 3.85 5080.85 4.80
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com7 3/8" (L)1 3/8"17"6"3 3/8"14"FLR 16"R 16"DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK31"See Drawing 160110 3/4"(L)R 16"DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18"18"3 3/8"1 3/8"6"R 16"FL14"6"17"1 1/2"5' (L)8 5/8" (F.C.)7 1/4" F.C.12" (F.C.)Slope to curb 1/4"/Ft.1' min. (F.C.)48:1 min.4:1 max.ExcavationFill1' min.2' min.1/4"/Ft.CURB & GUTTER IN A CUT OR FILL6"3'-9" (F.C.)For Thickness2' min. (L)NOTES:1. 6' wide pan for residential streets.2. All intersections to have access ramps.3. Standard Curb and Gutter Section, See Standard Drawing 7014. 0" Curb Height, See Section A-A5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement.6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer7. T = 6" for residential and 8" for commercial.8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0"TYPE IIIDETACHED WALKN.T.S.SECTIONS A-A APPROACHCLASSIFICATIONTYPESingle Family12'24'I, II, III, or IVCommercialMulti Family36'24'24'36'MINIMUMWIDTHWIDTHMAXIMUMIndustrial24'36'I, II, III, or IVI or IIRESIDENTIAL:*****DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 orgreater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shallbe divided w/a median not less than 6' wide.1/4" per ft.1" per ft.1:50 SlopeT
Walk
1:50 1:12
(max.)GutterParkwaySidewalk1:12DetachedAA(max)2'FlareSee Note 4See Note 3If Concrete DrivewayExpansion JointSee Note 61/4" per ft.1" per ft.1:12 (max.)1" per ft.DrivewayFLSee Note 8 I, II, III, or IVSidewalkDetachedSECTION A-APAVEMENT DESIGN + 1/2" FOR COLLECTOR8" MIN. FOR RESIDENTIAL. USE CONCRETE10' MINIMUM (ARTERIAL)8' MINIMUM (COLLECTOR)PLAN VIEW6' MINIMUM (LOCAL)COLD JOINT (See Standard Drawing 714)AT 10' O.C.TOOL JOINTFOR PANS OVER 40'CONTROL JOINT REQUIREDCONTROLROADWAY WIDTHALL INTERSECTIONS TOHAVE ACCESS RAMPSNOTE:**& ARTERIALS.SIDES.TO PAN SECTION, TYPICAL BOTHTRANSITION FROM C & G SECTIONWALK8'DOWELL IFJOINTSTOOL JOINTAAJOINTS (TYP.)CONTROLPARALLELSTREETCLASSIFICATIONLOVELANDDEPTH OF INVERTWWIDTHCROSS PANArterial10'1 1/4"1 1/2"Collector8'1"1 1/8"Local6'3/4"7/8"d (MAX.)d (MIN.)1 1/2"2 1/2"2"DEPTH OF INVERTFT. COLLINSdd8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.****LENGTH(for monolithic pour)Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
**
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)7'-0" MIN. CLEARANCE2' - 3'
FROM F
Street Curb
See Figure 16-1
SW SAMPLEAVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
*12 Gauge 30"8"8"PAVEMENT MARKINGS
Projected Flowline (FL)
Broken line 4" white
10' Segments
30' Gaps
(3:1 Ratio)
Wide Lane
1.5'x9'
8" White
Line 4" white
Double Line
4" Yellow
4" Space
CROSSWALK MARKINGS:
STRIPING:
PREFERENTIAL LANE SYMBOL:
STOP LINES:
MANDATORY MOVEMENT:
1.5'x9
100' Taper (min.).2L L = Turn Bay Storage Length.4L
10'
.4L
10'
4" Ywllow
4" White Extension Line
An Engineering study should be required before crosswalk markings are installed in locations away
from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent
to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each
lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in
the lane. It is important that the markings are in alignment with the access ramps / sidewalks.
On curves:
Dotted extension of lane edge with same
as solid downstream line, 2' segments, 4'
gaps.
Mandatory movement lanes shall
use a lane-use arrow marking, the
word marking "only", another
lane-use arrow marking
(accompanied by signs). Symbols
& words are 8' of more in height --
use CDOT specification sizes.
Place stop lines (1.5' x Variable typ.)
only when inportant to indicate the
point behind which vehicles are
required to stop (more often on main
arterials) -- placement should
ordinarily be 4' in advance of and
parallel to the nearest crosswalk line
in the absence of a marked
crosswalk, the stop line should be
placed at the desired stopping point
no more than 30' or less than 4' from
the nearest edge of the intersecting
roadway.PLS shall be used for designated
bikeways. Intersection placement
-- the symbol shall be placed
downstream to convey to turning
traffic that the bike lane exists. It
shall be placed 4" down from the
PCR & centered on the bike lane.
Frequency of placement between
blocks is a matter for Engineering
judgement.
All Longitudinal (lane) striping shall
terminate at the Continental crosswalk
bars -- except the downstream bike
lane which shall terminate at the curb
return. If a stop line is in place --
upstream stripping shall terminate at
the stop line.
Not Required with lane
lengths less than 100'.
Not Required with lane
lengths less than 100'.
8" White Line
8" White Extension Line8" White
Extension
4" White Line
65' (min)
4'
300 2' CONCRETE PAN
(PRIVATE ON-SITE)
D3 DETAILS70
ELCO WATER DISTRICT
DETAIL:
DRAWN:DATE:
A A
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
Sanitary
Sewer Main
Subdrain Main
Sanitary Service
Subdrain Service
(No Perforations)
Reducing WYE
Trench
Stake Identifier
(Sanitary Sewer)
(Subdrain)
Stake Identifier
Sanitary
Sewer Main
Subdrain Main
PLAN VIEW
CROSS SECTION
Bedding
(Non-Perforated Pipe)
by the approved plans.
Pipe Sizes to be specified
FORT COLLINS ONLY
1/2" THK GALV.
STEEL PLATE
ORIFICE
1'-5"
1/2" Ø HOLES
FOR 3/8" Ø
EXPANSION BOLTS
EMBEDDED 2" INTO
CONCRETE WALL @
12" O.C. MIN.
INVERT ELEV.
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com100-YEAR ORIFICE PLATE601
INLET SUMMARY600
POND 3'S ORIFICE PLATE SHOULD BE PLACED .5' BELOW RIM OF AREA
INLET SEE DETAIL ABOVE.
CC
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
A
A
B B
SECTION A-A
DETAIL "A"
SECTION B-B
CURB FACE ASSEMBLY DETAIL
GENERAL NOTES
PLAN VIEW
6 IN. STEEL DECK RING WITH
24 IN. HEAVY DENVER COVER BY
MACLEAR OR APPROVED EQUAL.
6 IN. THICK
SIDEWALL (TYP.
BOTH SIDES)
3 FT.5 FT.3 FT.
6 IN.6 IN.
BACK OF
CURB
FLOW LINE
SEE DETAIL "A"
4 FT. OPENINGWARPED CURB &
GUTTER (TYP.
BOTH SIDES)
6 IN.3 FT.-3 IN.17 IN.14 IN.
11 FT.
6 IN.
2 FT.4 FT.- 6 IN.
6 IN.
SEE CURB FACE
ASSEMBLY DETAIL
MANHOLE
RUNGS-12 IN. O.C.
1% SLOPE FOR
DRAINAGE
6 IN.
3 FT.-6 IN.4 FT.
WARPED
GUTTER
DEPRESSED GUTTER
NORMAL FLOW LINE
TOP OF GUTTER
ALTERED
FLOW LINE
6 IN.6 IN.
1% SLOPE FOR
DRAINAGE
6 IN.
WALL
3 IN.
RAD.6 IN.
EXTEND CHANNEL
TO OUTSIDE
EDGE OF WALL
10 IN.
EMBEDMENT
8 8.5 FLUSH
WITH CURB FACE
NTS
1 1/2 IN. R
#4 BAR
18 IN. LONG
2 IN.
2 IN.4:16 IN.
MAX/MIN.
8 IN.
2:1 #5 BAR
6 IN.
1 1/2 IN. PIPE SPACER
AND 1 1/4 IN. LOCK NUT
4 IN.
1/4 IN.
1 1/4 IN. DIA. X 24 IN. GALV.
3 1/2 IN. AT TOP.
3 IN. X 3 IN. X 3/8 IN.
PLATE
6 IN.
1/4 IN.-1 IN. LEG
WARPED
GUTTER
VARIABLEMAX. HEIGHT-10 FT.2 FT. -6 IN. MIN.(UNLESS SQUASH PIPEIS USED)STEEL ROD - THREADED
3 FT.-6 IN.
6 IN.
1. SEE D-8B FOR REINFORCEMENT.
2. FLOOR OF INLET SHALL BE SHAPED WITH
ADDITION CONCRETE TO FORM INVERT
TO PIPE CONNECTIONS.
3. MANHOLE RUNGS SHALL BE REQUIRED FOR
INLET HEIGHT 4 FT. AND GREATER.
4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT.
ON EITHER SIDE OF INLET.
5. TOP SLAB OF INLET SHALL BE SLOPE TO
MATCH SIDEWALK. SEE D-6.
6. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-111.4 FT.AA
B
B
A A
INLET SUMMARY
INLET ID TYPE
A2 CDOT TYPE C
C1 CURB INLET-4 FT
D1 DOUBLE CURB INLET
D2 DOUBLE CURB INLET
D3 DOUBLE CURB INLET
D4 AREA INLET
D5 CURB INLET-4 FT
D6 CURB INLET-4 FT
E1 CURB INLET-4 FT
D6 DETAILS73
POND 1 POND 2*
ELEV A.5059.00 N/A
ELEV B.5060.25 N/A
ELEV C.5061.25 N/A
Dwq (FT.)1.25 N/A
Ls (FT.)4 N/A
Ws (FT.)5 N/A
Wo 4 N/A
WQ
PLATE
HOLE DIA. (IN.)1 1/8 N/A
# OF ROWS 6 N/A
# OF COLUMNS 1 N/A
**AREA INLET W/ ORIFICE UTILIZED FOR POND 2 OUTLET
POND INV. ELEV.CIRCULAR ORIFICE DIAMETER (IN)
1 5058.20 3 3/4
2 5076.90 8 3/4
CONSTRUCT ORIFICE PLATE
@ ELEVATION 5076.9
FOR OUTFALL D4 SUPPORTING
L BRACKETS
A A
SECTION A-A
PLAN VIEW
(FOR STORM SEWERS I, K, & M)
DIRECTION OF FLOW
PROPOSED NATIVE
MATERIAL SUBBASE
FLOWLINE OF NOTCH
FINISH GROUND
9.0"
8'
8'
6.0"
15.0"
INVERT OF PIPE (SEE STORM
SEWER PLAN AND PROFILES)
DIRECTION OF FLOW
STORM SEWER PIPE
6.0" TYP.
SLOPE GRADING TO MATCH INTO FLARED END
SECTION AND TOP OF FOREBAY. MAXIMUM 3:1
SLOPE (4:1 TYPICAL) WITHIN IMMEDIATE
VICINITY OF FLARED END SECTION.
FLARED END SECTION
NOTE:
1.SEE STORM SEWER PLAN AND PROFILES
FOR STORM SEWER INVERT ELEVATIONS,
PIPE SIZES, PIPE SLOPES, AND FLARED
END SECTION SIZES.
STORM SEWER PIPE
FLARED END SECTION
(3) 2" HOLES
2.0" HOLE (TYP.)
1.0" SPACING (TYP.)
(3) 2" HOLES
18.0"
6.0"
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comD7 DETAILS74
E
C B
E
E
C
D
PLAN
STANDARD CONCRETE NOTES
700 TYPICAL FOREBAY
MIN 8"
THICK WALL
2-#4 BAR
2-#4 BAR
3" CLEAR
EACH WAY
#3 TIES
18" MIN O/C
#4 BAR 18" O/C
TOP OF WEIR (A)
TOP OF WALL (B)
701 OVERFLOW WEIR