HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - FDP180030 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (3)UD
UD UD
UD
UD
UD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
V.P.
V.P.
V.P.
A.R.V.
GAS
GAS
V.P. V.P.
X
X
X X
X X
V.P.
WV
WWVV
WV
WV
WV
X
F
E
S
M
F
E
S
X
X
X
X
X
X
X
X X X X X X X
X
W
S
O
X
X
X
V.P.
VAULT
CABLE
BOX
CABLE
H2O
X X
GAS GAS
V.P.
GAS
OHE
OHE
OHE OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
ST
UD
UD
UD
KIAWAH DR.
TURNBERRY ROAD
E. DOUGLAS ROAD
WINGED FOOT DR.
RAIN GARDEN 1
88.82
88.45
81.37
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD LOD
LOD
LOD LOD LOD LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
G
G
G
G
G G G
G
G
G
G G G G G
G G G
G
G
G G
G
G
G
G
E
E E
E
E E
E
E
E
E E
E E E
E
E
E
E
E E
E
E E E E
E
E
X
X X X X
U
D UD UD
UD
UD UD
15" SS 15" SS
15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" 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
SD SD
SD
SD
SD
SD
SD SD
SD
SD
14" W 14" W 14" W
14" W
14" W 14" W
14" W 14" W
14" W 14" W
14" W 14" W
14" W 14" W
W
W
W W
W
W
W
W W
W
W
W
W
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
W
X
X
X X X X
X
G
G
G
X X
X
X X
X
X
X X
X X
X
X
X
OHE OHE OHE OHE OHE
ST
ST ST
ST
ST ST
ST
W
W W
W
W W W
15" SS 15" SS 15" SS 15" SS 15" 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
14" W
14" W
14" W
14" W
V.P.
V.V.P. P.
A.R.V.
GAS
GAS
V.P.
V.P.
X X
X X X X
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
WV
WV
WV
WV
WV
WV
X
X
X
X
X
V.P.
WV
WV
X
X
X
X
X
X X X
X
X
X X X
X
X
X
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SCREEN SLOT TABLE
A B C D E
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX. SLOT
SPACING O.C.
MINIMUM
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN.
400 DIMENSIONS FOR SLOTTED HDPE PIPE
403 MONITORING WELL
EXTEND MIN. 6" INTO SUBGRADE
8"
VARIES
(REFER TO
STORM DRAIN
PLAN)
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
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 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
500 100-YEAR ORIFICE PLATE
702 INLET SUMMARY
POND 3'S ORIFICE PLATE SHOULD BE PLACED AT DOWN END INVERT OF
THE JUNCTION BOX.
C C
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"
WARPED CURB & 4 FT. OPENING
GUTTER (TYP.
BOTH SIDES)
6 IN.
17 IN. 3 FT.-3 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. 4:1
6 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
VARIABLE
MAX. HEIGHT-10 FT.
2 FT. -6 IN. MIN.
(UNLESS SQUASH PIPE
IS 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.
A A
B
B
A A
INLET SUMMARY
INLET ID TYPE
A2 CDOT TYPE C
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
702 TRASH RACK AND ORIFICE PLATE FOR C1 FES
D6
DETAILS
70
POND 1 POND 3*
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 3 OUTLET
POND INV. ELEV. CIRCULAR ORIFICE DIAMETER (IN)
1 5059.00 3 3/4
3 5077.40 8 3/4
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
12" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
4"
4"
R2"
4"
4"
R2"
6"
OUTLET
PIPE
FRONT VIEW SIDE VIEW
402 CONCRETE COLLAR
PLAN
A
A
C
B B
C
SECTION A-A
SECTION B-B
SECTION C-C DETAIL 1 SECTION C-C
SECTION B-B
SECTION A-A
DETAIL 1
PLAN
A
A
B
C C
B
D5
DETAILS
69
DETAILS
CONSTRUCTION
STORMWATER DETAIL
BIORETENTION
D-53
1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION
SPECIFICATIONS.
2. PRE-CONSTRUCTION
2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING
INFILTRATION RATES.
2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING
CONSTRUCTION INSPECTION CHECKLISTS".
3. DURING CONSTRUCTION:
3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION
BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.
3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.
3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS
AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM.
4. GEOTEXTILE LINERS:
4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG
PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL.
4.2. WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND
RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY
POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF
IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION.
4.4. WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW
FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER.
5. AGGREGATES AND BSM:
5.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1%
FINES.
5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.
5.3. DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.
5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND
AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/
NOTES:
8" MIN 4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
2" MIN
30" MIN
1 12" MAX
GEOTEXTILE LINER
(AS PER PLAN)
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE TOP OF THE
MULCH
4 MAX
NON-FLOATABLE
MULCH (AS PER
PLAN)
3"
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
FOREBAY IS REQUIRED TO
BE PLACED AT ALL INFLOW
LOCATIONS; WITH A
MINIMUM 3" DROP FROM
GUTTER FLOWLINE TO
FOREBAY
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND
MEDIA
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
OVERFLOW
RISER OPTION
(AS PER PLAN)
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
STANDARD CROSS-SECTION
1
2
WALLED CROSS-SECTION
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
18" MIN
4"
12" MAX
30" MIN
36" MIN
BASIN WIDTH
COVER PLATE
8"
SIDEWALK CHASE
18" MIN
OVERFLOW RISER
OPTION (AS PER PLAN)
REINFORCED
CONCRETE WALLS (AS
PER PLAN)
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND MEDIA
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE SURFACE OF
THE MULCH
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
6. UNDERDRAIN:
6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT
FALL INTO OR CLOG THE OPENINGS.
6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.
6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE
UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE
BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.
7. OVERFLOW INLET:
7.1. AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED.
7.2. ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE.
7.3. AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS.
8. CLEANOUTS:
8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.
8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE
APPROVED PLANS.
8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING
MATERIALS, AS REQUIRED.
9. FOREBAY:
9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.
10. LANDSCAPE MATERIALS
10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE
NON-FLOATABLE.
10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE
MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE.
10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE
PREFERRED FOR BIORETENTION BASINS.
10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.
10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.
2" MIN
8" MIN
4"
8"
NATIVE SOIL
ZONE
FLAT
X
X
X
M
X
X
X
X
F
E
S
M
M
F
E
S
F
E
S
MM
X
T
ELE
F.O.
TELE
F
E
S
F
E
S
M
GAS
X X
F
E
S
M
F
E
S
TELE
X
F
E
S
M
F
E
S
X
X X X
X
W
S
O
X
X
V.P.
V
AULT
CABLE
BOX
CABLE
M
M
H2O
X
GAS
V.P.
GAS
OHE OHE OHE
OHE
OHE OHE OHE OHE
OHE
OHE
OHE
B
B
B
B
B
B
B
B
ST ST
AW
G
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
UD
UD
UD
UD
UD
UD
4
2
7
8
5b
3b
9b
5b
4 5a
3b
2
7
8
10
9b
6
6
1a
1a
10
OS1b
OS1b
OS2
OS2
5a
1b
1b
9a
9a
OS3
OS4
OS3
OS4
OS5
OS5
OS1a
OS1a
SIDEWALK CHASE
NATURAL HABITAT
BUFFER ZONE
OUTFALL
SIDEWALK AND
CONCRETE CHASE
PROPOSED FES
EXISTING 24" CMP
PROPOSED FES
SWALE
PROPOSED
OUTFALL FES
CONCRETE
CULVERT
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.
KIAWAH DR.
ROYAL TROON AVE.
E. DOUGLAS ROAD
CARNOUSTIE DR.
BALTUSROL DR.
BETHPAGE DR.
POND 1
POND 3
RAIN GARDEN 3
RAIN GARDEN 2
TURNBERRY ROAD
RAIN GARDEN 1
INLET (2)
SITE OUTFALL
BALTUSROL CT.
PLEASE SEE DRAINAGE
REPORT FOR HISTORIC
DRAINAGE EXHIBIT
SHOWING FULL EXTENTS
OF OFFSITE BASINS
AND HISTORIC CALCULATIONS
FOR BASINS OS3 - OS5
NO. 8 DITCH
NO. 8 DITCH
RAIN GARDEN 3 100-YEAR OVERFLOW AREA
RAIN GARDEN 1
100-YEAR OVERFLOW AREA
RAIN GARDEN 2
100-YEAR OVERFLOW AREA
3a
3a
POND 3
DR1
DRAINAGE EXHIBIT
64
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.
Call before you dig.
R
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
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
09.18.19 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 8.48 5737
Raingarden#2 16.19 8639
Raingarden#3 6.32 3841
Total Newly Developed Area
Treated 30.99 Ac.
Total Newly Developed Area 33.43 Ac.
Percent of Newly Developed Area
Treated 92.70 %
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
14" W
EXISTING DROP BOX A1
STA 10+00.04
N: 148731.59
E: 205429.45
58.51 LF 24" RCP @ 0.50%
INLET A2
STA 10+58.56
N: 148727.78
E: 205371.06
174.24 LF 15" RCP @ 0.20%
OUTFALL A3
STA 12+32.79
N: 148863.69
E: 205262.04
TURNBERRY ROAD
EXISTING 24"
CMP
RAIN GAUGE
5045
5050
5055
5060
5065
5070
5075
5080
5085
5045
5050
5055
5060
5065
5070
5075
5080
5085
13+00 12+00 11+00 10+00 9+50
OUTFALL A3
STA 12+32.79
INV. 5058.61 (SE)
174.24 LF 15" RCP @ 0.20%
INLET A2
STA 10+58.56
RIM 5063.4±
INV. IN 5058.26 (NW)
INV. OUT 5058.26 (E)
58.51 LF 24" RCP @ 0.50%
EXISTING DROP BOX A1
STA 10+00.04
RIM 5066.1±
INV. IN 5055.45 (E)
INV. IN 5057.97 (W)
PROPOSED
GRADE
EXISTING
GROUND
18.5"
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
ST1
PLAN & PROFILE
STORM LINE A
37
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.
Call before you dig.
R
STORM LINE A
KEYMAP
DOUGLAS RD
TURNBERRY RD
PROFILE SCALE:
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
STRM A
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 1
4" 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 PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. 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.
14. INSTALL SERVICE IN 2" HDPE SLEEVE.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
X X X X
X
X X X
G
G
G
G
G
G
G
G
G G
G
G
G
E
E E
E
E
E
E
E E E E
X X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
V
.P.
X X
ST
M
GAS
X X
X
X
X
E
OHE OHE OHE OHE OHE OHE OHE OHE
ST ST ST
ST
W W
W W
W
W
W
W
W W W W
W
W
W
W W
W W
14"W 1976 (AC)
G
G G
W
W
W
E E
E
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
TURNBERRY ROAD
FH ASSEMBLY
N:148958.40
E:205373.34
14"x6" WET TAP
& 6" GV (W)
N:148958.16
E:205394.58
MONITORING WELL RG2
INV. IN=5067.81 (SW)
INV. OUT=5067.81 (NE)
LOT 5 LOT 1
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
15' UTILITY
EASEMENT
CONCRETE COLLAR RG2
INV. IN=5067.54 (SW)
FG=5067.54
268.53 LF 6" HDPE @ 0.10%
30' UTILITY
EASEMENT
EXISTING
ELCO 14" AC
WATER LINE
STORM LINE A
(SEE SHEET ST1)
SIDEWALK CULVERT
SUBDRAIN B
(SEE SHEET SUB-2)
SWALE
TRACT C
ACCESS & DRAINAGE
EASEMENT
10'
ACCESS
ROAD
SUBDRAIN B
(SEE SHEET SUB-3)
RAIN
GAUGE
U6
UTILITY PLAN
22
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
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 1
4" 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 PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. 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.
14. INSTALL SERVICE IN 2" HDPE SLEEVE.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
MATCHLINE - SEE SHEET U3
MATCHLINE - SEE SHEET U5
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
U1 U2 U3
U4 U5 U6
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.
Call before you dig.
R
UD
UD
UD UD UD UD
CARNOUSTIE DR.
BALTUSROL DR.
ROYAL TROON AVE.
RAIN GARDEN 2
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 6
88.61
91.73
75.36
81.54
80.84
81.57
81.10
80.06
79.50
79.23
79.00
78.76
78.52
78.12
77.60
79.99
80.34
78.71
74.03
78.28
73.52
74.17
77.87
77.36
76.82
74.70
75.58
76.42
76.01
75.51
74.86
75.51
72.66
75.14
75.11
72.69
73.57
74.45
75.37
75.01
75.53
75.71
75.80
75.68
76.20
76.98
76.72
77.43
78.48
77.93
78.97
80.00
79.51
81.04
80.85
82.08
82.36
83.58
83.31
84.34
84.83
86.07
85.57
86.83
88.10
88.60
89.11
90.37
87.33
85.70
70.76
70.07
69.81
FG=87.30
TF=87.97
A
FG=86.90
TF=87.57
A
FG=94.19
TF=94.86
B
FG=94.30
TF=94.97
B
FG=91.72
TF=92.39
B
FG=90.15
TF=90.82
B
FG=88.37
TF=89.04
B
FG=87.22
TF=87.89
B
FG=86.11
TF=86.78
B
FG=85.10
TF=85.77
B
FG=84.17
TF=84.84
B
FG=82.44
TF=83.11
T
FG=80.68
TF=81.35
A
FG=79.60
TF=80.27
A
FG=82.54
TF=83.21
B
FG=82.26
TF=82.93
T
FG=82.68
TF=83.35
A
FG=83.37
TF=84.04
A
FG=83.82
TF=84.49
A
FG=84.17
TF=84.84
A
FG=85.01
TF=85.68
A
TF=84.52
FG=82.82
TF=83.49
A
FG=82.18
TF=82.85
A
FG=81.77
TF=82.44
A
FG=81.34
TF=82.01
A
FG=80.69
TF=81.36
A
FG=80.32
TF=80.99
A
FG=78.47
TF=79.14
A
FG=94.49
TF=95.16
B
FG=92.36
TF=93.03
B
FG=90.05
TF=90.72
B
FG=88.68
TF=89.35
B
FG=87.49
TF=88.16
B
FG=86.27
TF=86.94
B
FG=85.01
TF=85.68
B
FG=83.85
TF=84.52
B
FG=82.51
TF=83.18
B
FG=81.44
TF=82.11
B
FG=80.41
TF=81.08
B
FG=79.33
TF=80.00
B
FG=78.46
TF=79.13
B
FG=78.03
TF=78.70
B FG=78.04
TF=78.71
B
FG=77.31
TF=77.98
B
FG=77.01
TF=77.68
B
FG=80.54
TF=81.21
G
FG=79.72
TF=80.39
G
FG=79.37
TF=80.04
G
FG=78.88
TF=79.54
G
FG=78.68
TF=79.35
G
FG=77.82
TF=78.49
B
FG=77.77
TF=78.44
B
FG=77.36
TF=78.03
B
53'
ROW
30'
-
53'
ROW
30'
-
53'
ROW
30'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
91.72
89.45
88.18
86.92
85.68
84.51
83.26
82.01
80.86
79.82
78.78
77.96
77.10
76.78
76.25
76.00
76.01
76.51
76.86
77.27
75.46
75.18
75.07
74.42
75.15
76.46
79.21
78.87
78.38
78.18
77.32
69.81
71.31
74.93
74.88
69.81
72.07
75.78
77.17
78.42
92.73
90.25
88.64
88.14
86.92
84.36
82.88
81.40
79.92
78.43
91.10
89.84
89.65
87.87
86.64
84.35
83.63
81.92
77.33
76.25
75.47
75.60
78.45
79.53
80.64
80.64
81.58
81.86
82.26
82.55
82.99
83.98
84.05
83.78
85.03
86.34
86.51
87.67
88.60
89.00
81.07
81.60
79.75
80.18
77.55
81.13
81.76
82.18
84.02
83.00
82.76
82.16
81.60
81.04
81.89
80.89
79.80
77.78
80.19
81.27
81.68
78.06
77.78
78.28
78.77
79.18
79.60
80.27
81.43
79.59
79.08
85.77
86.40
84.17
86.80
80.91
80.49
79.82
80.84
82.87
83.32
83.67
84.51
86.13
78.63
79.10
77.97
70.83
70.81
69.81
69.81
70.81
69.81
69.81
70.81
70.81
69.81
70.81
70.81
8.7%
4.4%
3.9%
4.5%
75.51
75.85
75.51
75.46
75.57
74.92
74.92
75.78
75.39
76.93
80.04
91.78
90.28
74.29
70.83
69.67
FG=81.39 POND 1
TF=82.06
B
FG=80.30
TF=80.97
B
69.81
70.81
70.81
69.87
69.87
SIDEWALK
CHASE
FLAT BOTTOM SWALE
SWALE
MIDBLOCK
CROSS PAN
LIMITS OF
DEVELOPMENT
RIPRAP RUNDOWN
FOR EMERGENCY
OVERFLOW PATH
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.
1.0%
17:1
27:1
G5
GRADING PLAN
12
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
MATCHLINE - SEE SHEET G6
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4
G4 G5 G6
G1 G2 G3
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.
Call before you dig.
R
83.90
88.36
88.79
88.79
88.36
87.99
86.87
82.86
79.57
77.96
76.61
75.33
74.35
73.73
73.19
72.65
72.22
72.59
73.14
73.67
74.21
72.14
72.28
72.45
73.27
74.32
75.06
74.84
75.82
76.13
77.41
77.10
78.68
78.48
79.90
81.21
79.95
82.51
81.23
82.52
81.30
81.30
81.56
80.82
79.45
78.19
76.87
75.63
74.56
73.90
72.72
70.90
79.67
79.33
79.31
79.00
73.27
69.21
70.04
66.72
74.44
75.17
77.58
79.52
65.19
65.02
FG=90.07
TF=90.74
FG=90.70
TF=91.37
B
FG=89.87
TF=90.54
B
FG=87.96
TF=88.63
B
FG=85.39
TF=86.06
B
FG=89.70
TF=90.37
W
FG=89.70
TF=90.37
W
FG=89.70
TF=90.37
W
FG=84.71
TF=85.38
B
FG=84.74
TF=85.41
B
FG=83.84
TF=84.51
B
FG=81.57
TF=82.24
B
FG=79.89
TF=80.56
B
FG=78.45
TF=79.12
B
FG=77.17
TF=77.84
B
FG=76.22
TF=76.89
B
FG=75.78
TF=76.45
B
FG=75.25
TF=75.92
B
FG=74.69
TF=75.36
B
FG=74.63
TF=75.30
B
FG=75.71
TF=76.38
B
FG=76.41
TF=77.08
B
FG=77.48
TF=78.15
B
FG=78.76
TF=79.43
B
FG=80.08
TF=80.75
B
FG=81.34
TF=82.01
B
FG=83.01
TF=83.68
B
FG=84.08
TF=84.75
B
FG=82.71
TF=83.38
B
53'
ROW
30'
-
53'
ROW
30'
-
72'
ROW
50'
-
EOP
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
81.99
83.58
82.50
80.80
79.53
78.26
76.98
75.91
75.21
74.13
73.40
79.86
88.86
89.20
80.20
80.23
89.20
88.77
80.56
84.21
83.34
80.95
79.33
77.95
76.67
75.69
75.07
74.53
74.00
73.58
84.77
87.33
89.24
89.69
79.66
80.39
83.98
66.23
82.80
80.85
81.84
83.27
86.31
67.66
71.87
65.53
71.42
63.15
71.12
63.29
69.80
68.19
70.21
69.21
69.21
69.21
70.21
70.21
69.21
70.21
70.21
69.21
11.1%
10.6%
7.8%
5.9%
10.7%
15.6%
8.0%
4.0%
11.5%
1.7%
86.45
63.34
64.77
68.99
15' UTILITY EASEMENT
66.22
67.55
SWALE
10' CROSSPAN
NHBZ
LANDSCAPING WALLS
SWALE
CURB INLET
OUTFALL
"STOP"
SIGN
"STOP"
SIGN
INLET (2)
NHBZ
FES
2' CONCRETE
PAN
FES
8'x8'
9" DEEP INTO
FOREBAY. TOP OF
FOREBAY TO BE
FLUSH WITH RAIN
GARDEN.
20' DRAINAGE
EASEMENT
6:1
9:1
16:1
17:1
G3
GRADING PLAN
10
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
MATCHLINE - SEE SHEET G6
MATCHLINE - SEE SHEET G2
G3
G4 G5 G6
G1 G2
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.
Call before you dig.
R
G
G G
G
G G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E E
E E
E
E E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E E
E E
E E
E
E
E
W
V
WWVV
WV
WV
WV
X
X
X
X
X
V.P.
WV
WV
X
X
X
X
X
X X X
X
X
X X X
X
X
X X X
G
W
X
X
M
X
X
X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
T
ELE
F.O.
TELE
F
E
S
F
E
S
M
GAS
VAULT
CABLE
T
T
V.P.
GAS
V.P.
M
B
F
P
X X
F
E
S
M
F
E
S
TELE
X
F
E
S
M
F
E
S
X
X X X
X
W
S
O
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
H2O
X
V.GAS P.
GAS
OHE OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE
OHE
OHE
B
B
B
B
B
B
B
B
ST
A.V.
AW
H
Y
D
E E
E
G
E
WINGED FOOT DR.
KIAWAH DR.
ROYAL TROON AVE.
E. DOUGLAS ROAD
BALTUSROL CT.
BALTUSROL DR.
BETHPAGE DR.
TURNBERRY ROAD
CARNOUSTIE DR.
WINGED FOOT DR.
JUANITA LANE
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
CHERRYWOOD
ACRES
TRACT 6
LOT 18
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1
R350' OIL BUFFER
R150' OIL BUFFER
R350' OIL BUFFER
R350' OIL BUFFER
POND 1
POND 3
WETLANDS
PERMANENT WSEL = 5079
RAIN GARDEN 3
RAIN GARDEN 2
RAIN GARDEN 1
NO. 8 DITCH
SIDEWALK CHASE
NHBZ
OUTLET
STRUCTURE
FES
OUTLET
STRUCTURE
SIDEWALK AND
CONCRETE CHASE
SIDEWALK
CHASE
FES
EXISTING 24" CMP
LIMITS OF
DEVELOPMENT
2' PAN
SWALE
FLAT BOTTOM SWALE
FLAT BOTTOM SWALE
SWALE
SWALE
FES
SWALE
NHBZ
LANDSCAPING
WALL
LANDSCAPING WALL
EDGE OF WETLANDS
INLET INLET
NHBZ
SIDEWALK
CHASE
SWALE
INLET (2)
SWALE
INLET
SIDEWALK AND
CONCRETE CHASE
SWALE
ACCESS ROAD
FOR BOXELDER
MODIFY EXISTING
SWALE TO TIE INTO
NEW CURB AND GUTTER
OG1
OVERALL GRADING PLAN
7
NORTH
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 71
COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL