HomeMy WebLinkAboutTIMBERVINE PDP - PDP140002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS.1%#.564''6
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These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
CV01
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
R
APRIL, 2014
UTILTIY PLANS FOR:
TIMBERVINE
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
CV01
CV02
PROJECT BENCHMARKS:
TYPICAL ROAD SECTIONS
BASIS OF ELEVATION:
THE PROJECT BENCHMARKS :
92-1, EAST VINE DRIVE AT THE PLEASANT VALLEY AND LAKE CANAL INTERSECTION. ON A BRIDGE ON THE TOP OF THE
NORTHWEST HEADWALL.
USED : NGVD29 ELEVATION= 4943.13 (CITY OF FORT COLLINS DATUM)
NAVD88 = 4946.31 (CITY OF FORT COLLINS DATUM)
SALGADO, NGS MONUMENT SET IN CONCRETE ON THE NORTH SIDE OF DONELLA CT. 13 FEET NORTH OF DONELLA CT
AND 8 FEET EAST OF THE ENTRANCE TO FIRE STATION NO. 6. APPROX. 135 FEET WEST OF SUMMITVIEW DR. AND
DONELLA CT.
USED : NGVD29 = 4929.64 (CITY OF FORT COLLINS DATUM)
NAVD88 = 4932.83 (CITY OF FORT COLLINS DATUM)
BASIS OF BEARINGS:
BASIS OF BEARINGS:
COMMENCING AT THE NORTH QUARTER (N1/4) CORNER OF SAID SECTION 8 AND ASSUMING THE EAST LINE OF SAID
1:$6%($5,1*6287+
:(67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(3/$1(&225',1$7(
SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/92, A DISTANCE OF 2646.00 FEET WITH ALL OTHER
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
Summerpark Holdings LLC.
Landon Hoover
1218 West Ash, Suite A
Windsor, CO 80550
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
CV02
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area
Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the
most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans
after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer
who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of
Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these
plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the
date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to
verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for
unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to
have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective
representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all
existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings
required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the
design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely
fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility
service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a
minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to
commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be
constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm
sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality
Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved
by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of
PH01
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
NOTES:
LEGEND:
W W
SS SS
END OF PHASE ROADWAY
AND UTILITY TERMINATIONS
NOTES:
EX01
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
LEGEND:
T
NOTES:
X
18" SAN
20" W
18" SAN
OHEL
FO
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
G1
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
ST
NOTES:
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G3
G2
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
ST
NOTES:
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G3
G3
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
ST
NOTES:
MATCHLINE-SEE SHEET G2
G4
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
ST
NOTES:
MATCHLINE-SEE SHEET BELOW
MATCHLINE-SEE SHEET ABOVE
U1
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U3
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
LEGEND: NOTES:
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
R
U3
U4
16" G
T
ST
S
SS
E
W
W 8"
W
W 8"
W 12"
U2
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
MATCHLINE-SEE SHEET U1
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U4
UTILITY PLAN APPROVAL
ELCO WATER DISTRICT BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LEGEND:
NOTES:
S
W
W
W 8"
W 8"
W 12"
U3
U4
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
R
U3
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
MATCHLINE-SEE SHEET U2
UTILITY PLAN APPROVAL
ELCO WATER DISTRICT BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LEGEND:
NOTES:
S
W
W
W 8"
W 8"
W 12"
U3
U4
MATCHLINE-SEE SHEET U1
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
R
U4
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MATCHLINE-SEE SHEET U2
U3
UTILITY PLAN APPROVAL
ELCO WATER DISTRICT BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LEGEND:
NOTES:
S
W
W
W 8"
W 8"
W 12"
U4
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
R
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-2
STA 14+00.00
5,0
INV. IN 4920.69 (N)
INV. OUT 4920.59 (S)
DEPTH 10.13'
EXMH-1
STA 10+00.00
5,0
INV. IN 4919.47 (N)
DEPTH 11.43'
SSMH-3
STA 17+45.28
5,0
INV. IN 4921.76 (N)
INV. OUT 4921.66 (S)
DEPTH 10.78'
SS01
PROFILE SCALE:
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00
SSMH-4
STA 19+94.25
5,0
INV. IN 4922.55 (N)
INV. OUT 4922.45 (S)
DEPTH 11.16'
SSMH-5
CL Sanitary 1 STA 22+43.16
5,0
INV. IN 4923.35 (E)
INV. IN 4923.35 (W)
INV. OUT 4923.25 (S)
DEPTH 10.93'
CL Sanitary 5 STA 10+00.00
SSMH-6
CL Sanitary 1 STA 23+58.30
5,0
INV. IN 4923.96 (E)
INV. IN 4923.96 (N)
INV. IN 4923.96 (S)
INV. OUT 4923.86 (W)
DEPTH 9.89'
CL Sanitary 6 STA 10+00.00
SSMH-7
STA 24+76.57
5,0
INV. IN 4924.58 (NE)
INV. OUT 4924.48 (W)
DEPTH 9.66'
SSMH-8
STA 26+36.31
5,0
INV. IN 4925.38 (NW)
INV. OUT 4925.28 (SW)
DEPTH 9.79'
SSMH-9
CL Sanitary 1 STA 28+78.00
5,0
INV. IN 4926.54 (NW)
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00
SSMH-10
CL Sanitary 1 STA 32+00.44
5,0
INV. IN 4928.06 (NW)
INV. IN 4928.06 (SW)
INV. OUT 4927.96 (SE)
DEPTH 8.82'
CL Sanitary 10 STA 10+00.00
SSMH-11
CL Sanitary 1 STA 34+71.42
5,0
INV. IN 4929.36 (NW)
INV. IN 4929.36 (SW)
INV. OUT 4929.26 (SE)
DEPTH 8.59'
CL Sanitary 11 STA 10+00.00
SSMH-12
STA 36+53.50
5,0
INV. IN 4930.36 (W)
INV. OUT 4930.27 (SE)
DEPTH 8.61'
SSMH-13
STA 37+66.36
5,0
INV. IN 4931.03 (W)
INV. OUT 4930.93 (E)
DEPTH 8.59'
SSMH-14
STA 40+05.91
5,0
INV. OUT 4932.23 (E)
DEPTH 8.72'
SS03
PROFILE SCALE:
LEGEND:
NOTES:
W
G
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-5
CL Sanitary 5 STA 10+00.00
5,0
INV. IN 4923.35 (E)
INV. IN 4923.35 (W)
INV. OUT 4923.25 (S)
DEPTH 10.93'
CL Sanitary 1 STA 22+43.16
192.12 LF
8" PVC
@ 0.44%
SSMH 5-1
CL Sanitary 5 STA 11+92.12
5,0
INV. IN 4924.30 (W)
INV. IN 4924.30 (N)
INV. OUT 4924.20 (E)
DEPTH 11.14'
CL Sanitary 5-1 STA 10+00.00
159.00 LF
8" PVC
@ 0.44%
SSMH 5-2
STA 13+51.12
5,0
INV. IN 4925.10 (W)
INV. OUT 4925.00 (E)
DEPTH 10.98'
284.50 LF
8" PVC
@ 0.44%
SSMH 5-3
STA 16+35.62
5,0
INV. IN 4926.45 (N)
INV. OUT 4926.35 (E)
DEPTH 8.01'
400.00 LF
8" PVC
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
27+50 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00
SSMH 5-4
STA 20+35.62
5,0
INV. IN 4928.55 (N)
INV. OUT 4928.45 (S)
DEPTH 8.55'
400.00 LF
8" PVC
@ 0.50%
SSMH 5-5
STA 24+35.62
5,0
INV. IN 4930.65 (N)
INV. OUT 4930.55 (S)
DEPTH 8.85'
204.50 LF
8" PVC
@ 0.50%
SSMH 5-6
STA 26+40.12
5,0
INV. OUT 4931.67 (S)
DEPTH 8.93'
SS05
PROFILE SCALE:
SANITARY SEWER LINE 5
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SSMH-6
CL Sanitary 6 STA 10+00.00
5,0
INV. IN 4923.96 (E)
INV. IN 4923.96 (N)
INV. IN 4923.96 (S)
INV. OUT 4923.86 (W)
DEPTH 9.89'
CL Sanitary 1 STA ???
SSMH 6-1
STA 11+28.73
5,0
INV. IN 4924.70 (E)
INV. OUT 4924.60 (N)
DEPTH 8.87'
SSMH 6-2
STA 12+40.43
5,0
INV. IN 4925.36 (NE)
INV. OUT 4925.26 (W)
DEPTH 8.98'
SSMH 6-3
STA 13+63.06
5,0
INV. IN 4926.07 (NE)
INV. OUT 4925.97 (SW)
DEPTH 8.79'
SSMH 6-4
STA 15+13.90
5,0
INV. IN 4926.93 (SE)
INV. OUT 4926.83 (SW)
DEPTH 7.29'
SSMH 6-5
STA 15+93.15
5,0
INV. OUT 4927.32 (NW)
DEPTH 6.32'
SS06
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
13+00 12+00 11+00 10+00 9+00
SSMH-6
CL Sanitary 6A STA 10+00.00
5,0
INV. IN 4923.96 (E)
INV. IN 4923.96 (N)
INV. IN 4923.96 (S)
INV. OUT 4923.86 (W)
DEPTH 9.89'
CL Sanitary 1 STA 23+58.30
SSMH 6A-1
STA 12+19.50
5,0
INV. OUT 4925.06 (S)
DEPTH 11.12'
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
12+50 12+00 11+00 10+00 9+50
SSMH 5-1
CL Sanitary 5-1 STA 10+00.00
5,0
INV. IN 4924.30 (W)
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
18+50 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-9
STA 28+78.00
5,0
INV. IN 4926.54 (NW)
INV. IN 4926.54 (SW)
INV. OUT 4926.44 (SE)
DEPTH 10.17'
SSMH 9 - 1
STA 11+84.03
5,0
INV. IN 4927.56 (W)
INV. OUT 4927.46 (NE)
DEPTH 9.01'
SSMH 9 - 2
STA 13+24.82
5,0
INV. IN 4928.37 (W)
INV. OUT 4928.27 (E)
DEPTH 9.13'
SSMH 9 - 3
STA 17+98.54
5,0
INV. OUT 4930.74 (E)
DEPTH 6.08'
SS08
PROFILE SCALE:
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-10
STA 32+00.44
5,0
INV. IN 4928.06 (NW)
INV. IN 4928.06 (SW)
INV. OUT 4927.96 (SE)
DEPTH 8.82'
SSMH 10 - 1
STA 11+69.92
5,0
INV. IN 4928.91 (W)
INV. OUT 4928.81 (NE)
DEPTH 9.00'
SSMH 10 - 2
STA 12+88.99
5,0
INV. IN 4929.61 (W)
INV. OUT 4929.51 (E)
DEPTH 9.10'
SSMH 10 - 3
STA 16+22.99
5,0
INV. OUT 4931.28 (E)
DEPTH 7.12'
SS09
PROFILE SCALE:
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-11
STA 34+71.42
5,0
INV. IN 4929.36 (NW)
INV. IN 4929.36 (SW)
INV. OUT 4929.26 (SE)
DEPTH 8.59'
SSMH 11-1
STA 11+54.70
5,0
INV. IN 4930.23 (W)
INV. OUT 4930.13 (NE)
DEPTH 8.73'
SSMH 11-2
STA 14+60.24
5,0
INV. OUT 4931.76 (E)
DEPTH 8.22'
SS10
PROFILE SCALE:
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
CONC FES A5-1
CONC FES
STA 10+01.31
INV. 4929.13 (NW)
SDMH A5-2
5' DIA FLAT TOP SDMH
STA 12+08.76
5,0
INV. IN 4929.54 (NW)
INV. OUT 4929.54 (SE)
DEPTH 5.32'
SDMH A5-3
5' DIA FLAT TOP SDMH
STA 12+59.22
5,0
INV. IN 4929.64 (NW)
INV. OUT 4929.64 (SE)
DEPTH 5.19'
SDMH A5-4
5' DIA FLAT TOP SDMH
STA 15+11.78
5,0
INV. IN 4930.25 (NW)
INV. IN 4930.25 (SW)
INV. OUT 4930.15 (SE)
DEPTH 6.19'
SDMH A5-5
5' DIA FLAT TOP SDMH
STA 18+69.86
5,0
INV. IN 4931.10 (NE)
INV. IN 4931.10 (NW)
INV. OUT 4931.00 (SE)
DEPTH 5.39'
SD01
PROFILE SCALE:
STORM DRAIN A
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
11+00 10+00 9+00
SDMH A5-5
5' DIA FLAT TOP SDMH
STA 18+69.86
5,0
INV. IN 4931.10 (NE)
INV. IN 4931.10 (NW)
INV. OUT 4931.00 (SE)
DEPTH 5.39'
INLET A1
5' TYPE R INLET
STA 9+75.00
)/
INV. OUT 4931.23 (SW)
DEPTH 4.97'
INLET A2
MODIFIED
15' TYPE R INLET
STA 10+21.40
)/
INV. OUT 4931.13 (SE)
DEPTH 5.02'
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
12+00 11+00 10+00 9+00
INLET A3
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00
CONC FES B1-2
NULL STRUCTURE
STA 9+94.00
INV. 4927.42 (NE)
INLET B4
5' TYPE R INLET
STA 10+76.00
)/
INV. IN 4927.93 (E)
INV. OUT 4927.83 (SW)
DEPTH 5.11'
INLET B3
5' TYPE R INLET
STA 11+21.00
)/
INV. OUT 4928.15 (W)
DEPTH 4.78'
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 12+50
CONC FES B1-1
CONC FES
STA 10+00.00
INV. 4926.96 (E)
CONC FES A5-10
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
CONC FES SO4
NULL STRUCTURE
STA 10+00.00
INV. 4924.67 (NW)
SDMH SO3
4' DIA FLAT TOP SDMH
STA 11+20.06
5,0
INV. IN 4924.91 (N)
INV. OUT 4924.91 (SE)
DEPTH 5.31'
SDMH SO2
4' DIA FLAT TOP SDMH
STA 15+56.42
5,0
INV. IN 4925.78 (N)
INV. OUT 4925.78 (S)
DEPTH 5.74'
SDMH SO1
4' DIA FLAT TOP SDMH
STA 20+12.78
5,0
INV. IN 4926.70 (W)
INV. OUT 4926.70 (S)
DEPTH 7.11'
POND B OUTLET STRUCTURE
OUTLET STRUCTURE
STA 21+20.70
INV. 4926.91 (E)
SD04
PROFILE SCALE:
STORM OUTLET
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
W
LEGEND:
NOTES:
W
G
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 RD01
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
NOTES:
LAGER STREET
CENTERLINE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 RD02
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
NOTES:
LAGER STREET
CENTERLINE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 RD03
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
NOTES:
STOUT STREET
CENTERLINE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 RD04
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
NOTES:
SAISON STREET
CENTERLINE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 RD05
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
NOTES:
TRIPEL STREET
CENTERLINE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 RD06
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
NOTES:
BOCK STREET
CENTERLINE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 RD07
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
LEGEND:
NOTES:
MAIBOCK STREET
CENTERLINE
4915
4920
4925
4930
4935
4940
4945
4950
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
RD08
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
NOTES:
MEXICO WAY
CENTERLINE
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00
4915
4920
4925
4930
4935
4940
4945
4950
4915
4920
4925
4930
4935
4940
4945
4950
17+50 18+00 19+00 20+00 21+00 22+00 23+00
RD09
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
NOTES:
HEFEWEIZEN STREET
CENTERLINE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 12+50
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 RD10
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 13+50
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 13+50 RD11
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
OWNER: JAMES GIBSON CHARLES
REC. NO. 9300588
OWNER: JOHN STODDARD REC'D 1/29/1993
REC. NO. 2001095128
OWNER: JOHN STODDARD REC'D 10/23/2001
REC. NO. 2001095128
REC'D 10/23/2001
OWNER: BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
REC'D 12-12-1924
OWNER: BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
REC'D 12-12-1924
X X
X
X
X
X
X
X
X X X
X X X X
X
X
X X
X
X X
X
X
X X
X X X
X
X
X
X
X
X
X X
X
X
X
SAN
SAN
WTR
SAN
SAN
SAN
WTR
WTR WTR
SAN
SAN
SAN
SAN SAN
SAN SAN SAN
WTR
WTR
WTR
WTR WTR
WTR
WTR WTR
WTR
WTR
SAN SAN
WTR
T
TV
WTR WTR
SAN
SAN
OHE
OHE
OHE
OHE
OHE
WTR
16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 2
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
(1)
LG
(2)
LG
(3)
S
(4)
LG
(5)
LG
(6)
S
(7)
LG
(8)
LG
(9)
LG
(10)
LG
(11)
S
(12)
LG
(13)
S
(14)
LG
(15)
LG
(20)
LG
(21)
S
BLOCK 2
(16)
LG
(17)
S
(18)
S
(19)
LG
(22)
S
(23)
LG
(24)
S
POND B
POND A
SDMH A5-5
5' DIA FLAT TOP SDMH
SDMH A5-4
5' DIA FLAT TOP SDMH
INLET A2
MODIFIED
15' TYPE R INLET
INLET A1
5' TYPE R INLET
INLET A3
10' TYPE R INLET
INLET A4
10' TYPE R INLET
SDMH A5-3
5' DIA FLAT TOP SDMH
SDMH A5-2
5' DIA FLAT TOP SDMH
CONC FES A5-1
INLET B4
5' TYPE R INLET
INLET B3
5' TYPE R INLET
CONC FES B1-2
CONC FES A5-10
CONC FES B1-1
45.00 LF
18" RCP
@ 0.50%
82.01 LF
18" RCP
@ 0.50%
POND B OUTLET STRUCTURE
24" RCP
PLD
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
DR01
LEGEND:
DRAINAGE SYMBOLS:
N
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
POND SUMMARY
á á á
NOTES:
ALLEY D
CENTERLINE
ALLEY C
CENTERLINE
NOTES:
ALLEY A
CENTERLINE
N
ALLEY B
CENTERLINE
MEXICO WAY
CENTERLINE
T
FO
ST
S
SS
SS
E
M
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
CONC FES
STA 11+84.57
INV. 4927.64 (W)
4915
4920
4925
4930
4935
4940
4945
4915
4920
4925
4930
4935
4940
4945
12+50 12+00 11+00 10+00 9+50
INLET A5-9
2'X2' AREA INLET
STA 12+24.48
)/
INV. OUT 4928.46 (E)
DEPTH 4.53'
SDMH A5-8
5' DIA FLAT TOP SDMH
STA 12+07.36
5,0
INV. IN 4928.42 (W)
INV. OUT 4928.42 (S)
DEPTH 5.35'
SDMH A5-7
5' DIA FLAT TOP SDMH
STA 10+55.21
5,0
INV. IN 4928.12 (N)
INV. OUT 4928.12 (SW)
DEPTH 6.10'
CONC FES A5-6
CONC FES
STA 10+00.00
INV. 4928.01 (NE)
SD03
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
W
LEGEND:
NOTES:
W
G
T
FO
ST
S
SS
SS
E
M
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
PROFILE SCALE:
N
PROFILE SCALE:
N
POND CONNECTION STORM DRAIN B
PROFILE SCALE:
STORM DRAIN A3
10' TYPE R INLET
STA 10+92.57
)/
INV. OUT 4930.81 (SE)
DEPTH 4.85'
INLET A4
10' TYPE R INLET
STA 10+62.57
)/
INV. IN 4930.66 (NW)
INV. OUT 4930.56 (NE)
DEPTH 5.10'
SDMH A5-4
5' DIA FLAT TOP SDMH
STA 15+11.78
5,0
INV. IN 4930.25 (NW)
INV. IN 4930.25 (SW)
INV. OUT 4930.15 (SE)
DEPTH 6.19'
SD02
PROFILE SCALE:
STORM DRAIN A1
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
W
LEGEND:
NOTES:
W
G
T
FO
ST
S
SS
SS
E
M
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
N
PROFILE SCALE:
STORM DRAIN A2
N
W
LEGEND:
NOTES:
W
G
T
FO
ST
S
SS
SS
E
M
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
SANITARY SEWER LINE 11
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
SANITARY SEWER LINE 10
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
SANITARY SEWER LINE 9
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
INV. IN 4924.30 (N)
INV. OUT 4924.20 (E)
DEPTH 11.14'
CL Sanitary 5 STA 11+92.12
SSMH 5-1A
STA 11+98.93
5,0
INV. OUT 4925.29 (S)
DEPTH 12.38'
SS07
PROFILE SCALE:
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
SANITARY SEWER LINE 6A
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
PROFILE SCALE:
SANITARY SEWER LINE 5-1
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
SANITARY SEWER LINE 6
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
PROFILE SCALE:
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
@ 0.50%
SS04
PROFILE SCALE:
SANITARY SEWER LINE 5
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
N
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
SANITARY SEWER LINE 1
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
INV. IN 4926.54 (SW)
INV. OUT 4926.44 (SE)
DEPTH 10.17'
CL Sanitary 9 STA 10+00.00
SS02
PROFILE SCALE:
LEGEND:
NOTES:
W
G
T
ST
S
SS
E
M
16" G
W 8"
SS 8"
These drawings are
instruments of service
provided by Merrick &
Company, and are not to be
used for any type of
construction unless signed and
sealed by a Professional
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
SANITARY SEWER LINE 1
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
Engineer in the employ of
Merrick & Company.
TIMBERVINE
NOT FOR CONSTRUCTION
04/23/14
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH
SUITE A
WINDSOR, CO 80550
KEYMAP
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
SANITARY SEWER LINE 1
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
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
R
occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of any building permits in excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from
groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain
its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage and Erosion Control Report for Timbervine dated April 23, 2014 by Merrick and Company, Inc., shall be followed and
implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair
by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within
24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street
inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if
applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify
the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days
prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper
notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not
to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to
the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report,
the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness
section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be
submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections,
inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation
of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these
standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce
the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these
districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard
Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a
permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA
Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins,
Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any
and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations
Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be
charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street
operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated
to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and
annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of
any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall
contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's
Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of
bearings. The information shall be as follows:
City of Fort Collins benchmark 92-1
EAST VINE DRIVE AT THE PLEASANT VALLEY AND LAKE CANAL INTERSECTION. ON A BRIDGE ON THE TOP OF THE NORTHWEST HEADWALL.
USED : NGVD29 ELEVATION= 4943.13 (CITY OF FORT COLLINS DATUM)
NAVD88 = 4946.31 (CITY OF FORT COLLINS DATUM)
City of Fort Collins benchmark SALGADO
NGS MONUMENT SET IN CONCRETE ON THE NORTH SIDE OF DONELLA CT. 13 FEET NORTH OF DONELLA CT AND 8 FEET EAST OF THE
ENTRANCE TO FIRE STATION NO. 6. APPROX. 135 FEET WEST OF SUMMITVIEW DR. AND DONELLA CT.
USED : NGVD29 = 4929.64 (CITY OF FORT COLLINS DATUM)
NAVD88 = 4932.83 (CITY OF FORT COLLINS DATUM)
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and
improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless
otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street
Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets
where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay
shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades
and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a
minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the
following private streets: N.A.
48. Approved Variances are listed as follows: N/A
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion
control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so
as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for
immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or
disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall
remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the
continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage
infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make
sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into
any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt
fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated
water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and
sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in
accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty
(50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed
of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are
determined necessary, as directed by the City.
B. STREET IMPROVEMENT NOTES
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished
patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay
work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the
Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold
more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires
inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits
excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth,
non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of
an Inspector.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field
inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction
(except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. STORM DRAINAGE NOTE
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary Drainage and Erosion Control Report for Timbervine dated April 23, 2014 by Merrick and Company, shall be followed and
implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved
by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of
occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release
of any building permits in excess of those allowed prior to certification per the Development Agreement.
E. ELCO STANDARD NOTES:
The following information is condensed from the current "Standard Construction Specification for Water Mains" as adopted by the East Larimer County Water District
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1. It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all
affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall immediately notify owner of the utility involved
and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. Cost of repairs shall be the responsibility of the Contractor.
2. Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done.
3. All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor shall also comply with any and
all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
4. No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for
scheduling. District shall inspect the construction as necessary and shall observe all line testing. Construction or testing shall conform to District Specifications at all
times. In event that State or City road excavation permit(s) are required Contractor shall notify District of proposed construction schedule well in advance to allow time
for District to obtain the required permit(s). Contractor is responsible for obtaining all County road permits which may be required. No verbal authorization for field
revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design
drawings. Any field revision approved and installed shall also be accurately documented on As-Built drawings as detailed in Item 14 of these Notes.
5. Materials:
Plastic Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard C900,
"Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (SDR 18). All PVC piping 14-inch through 36-inch shall be
manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200
(SDR 18). Approved manufacturers are JM Eagle, Certainteed, Gifford Hills or Carlon. Size of the pipe as shown on the approved plans. All non-metal water piping
shall be installed with a twelve (12) gauge braided copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each fire hydrant. Pipe
joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and
machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the
construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, cast iron or ductile, manufactured in accordance with AWWA
Standard C110. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. Under no circumstances shall any
PVC piping be installed utilizing mechanical equipment to seat the joints.
Gate Valve - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve shall be Mueller
A-2380-20 or approved equal.
Butterfly Valve - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat.
Valve shall be Mueller or approved equal.
Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units. Mueller Super Centurion
with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe.
Fittings - All fittings shall be swing assemblies with anchor couplings.
6. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth
below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are
encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around
sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" backfill above pipe before other
than hand compaction equipment is to be used. Note maximum trench width detail.
7. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
8. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall be placed in lifts
not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other locations. Compaction testing of bedding
and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority.
9. All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings, or Foster adapters, and concrete thrust blocks in accordance with ELCO
Specifications. All fittings, valves, fire hydrant shoes and plugs shall be poly wrapped prior to backfill.
10. In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's record) and is cut, the cut shall be a
minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
11. A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra
bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless
specifically approved by the District.
12. All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no exception.
13. ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in these
Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work,
excavation, bedding, backfill, testing and all construction methods and practices.
14. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's
supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control laboratory. Copies of all passing test
results, including soils compaction in the area of water main construction, shall be provided to the District.
15. Project As-Built and Record Drawing Requirements:
As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As Built drawings shall be
forwarded to engineer for conversion to Record Drawings.
Record drawings are prepared by the engineer and reflect on-site changes the contractor noted in the as-built drawings. The Record Drawings shall be approved by
ELCO prior to Preliminary Acceptance of the project. Record Drawings to be AutoCAD or approved ArcView shape files.
These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field
dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances.
Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved.
The Contractor shall warrant the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During
this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon
satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of ELCO.
F. BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES:
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considered as such. In the event of any question the full document shall take precedence.
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor
shall also
notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility
involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement
Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,
ditches,
ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into
transparent sleeves and delivered with the drawings of record in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA)
safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing
to allow
for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be
required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of
the
approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record.
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10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
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UHTXLUHPHQWV7UHQFKVKDOOEHH[FDYDWHGWRDGHSWKEHORZHVWDEOLVKHGJUDGHHTXDOWRóRISLSHGLDPHWHU PLQ´
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XQVWDEOHWUHQFKFRQGLWLRQVDUHHQFRXQWHUHGDWSLSHOLQHJUDGH´XQLIRUPO\JUDGHGZDVKHGURFNVKDOOEHXVHGIRUVWDELOL]DWLRQ%HGGLQJPDWHULDOVKDOOEHSODFHGDQGFRPSDFWHG
XQGHUDQGDURXQGVLGHVRIWKHSLSH3ODFHEHGGLQJLQVXFKDPDQQHUDVWRSURYLGHVROLGXQLIRUPEHDULQJVXUIDFHIRUIXOOOHQJWKRIEDUUHO0LQLPXP´LQLWLDOOLIWDERYHSLSHEHIRUH
other than hand compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of
greater
than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction
testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as
required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires
reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its
original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no
exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary
and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set
forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing,
copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will
occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this
warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field
inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become
the sole property and responsibility of Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete
V\VWHPFRQVLVWLQJRIWZRVHWVRIILOOVL]HUHSURGXFHGSULQWVWZRVHWVRIòVL]HUHSURGXFHGSULQWVRQHVHWRI mil double matted reproducible mylars and one complete digital file
equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings
of Record.
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
R
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
(303) 486-8553
Merrick & Company
Rob Van Uffelen
1615 Foxtrail Drive, Suite 260
Loveland, Colorado 80538
(970) 970-744-4544
CTL Thompson Inc.
351 Linden Street, Unit 140
Fort Collins, Colorado 80524
(303) 206-9455
WILLIAM H. SMITH & ASSOCIATES, P.C.
Laine Landau, PLS
Office (970) 449-4496
Fax (970) 449-4498
508 W. 66TH Street, Unit #4
Loveland, CO 80538
PROJECT TEAM:
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:
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.
CERTIFICATION STATEMENT:
SHEET INDEX
EX01 EXISTING CONDITIONS AND DEMOLITION PLAN
G1-G3 GRADING PLANS
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
Russell + Mills Studios
Craig Russell, RLA, ASLA
141 S. College Avenue, Suite 104
Fort Collins, CO 80524
(970) 484-8855
E. VINE DRIVE
S. TIMBERLINE RD.
N. LEMAY AVE.
E. MULBERRY ST.
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Merrick and Company assumes no responsibility for the
accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401
WATER------------ ELCO-------------------------------------- Mike Scheid (970) 493-2044
WASTEWATER--Boxelder Sanitation District---------- Patricia Mathena (970) 498-0604
STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700
PLAT (FOR REFERENCE ONLY)
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
U1-U4 UTILITY PLANS
SS01-SS10 SANITARY PLAN AND PROFILES
SD01-SD04 STORM DRAIN PLAN AND PROFILES
RD01-RD13 ROAD PLAN AND PROFILES
PH01 PHASING PLAN
BEING LOCATED IN THE NE 1/4 OF SECTION 7, AND THE NW 1/4 OF SECTION
8, T7N, R 68 W OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO
DR01 DRAINAGE PLAN
LAKE CANAL RESERVOIR COMPANY
APPROVAL
G4 OFF-SITE GRADING PLAN