HomeMy WebLinkAboutRIDGEWOOD HILLS RESIDENCES, 4TH FILING - FDP - FDP130052 - PLANS - UTILITY PLANSS. SHIELDS STREET
STATE HIGHWAY 287 (COLLEGE AVE)
E. TRILBY ROAD
E. COUNTY ROAD 32 (CARPENTER ROAD)
S. LEMAY AVE
AVONDALE ROAD
PEYTON DRIVE
EGYPTIAN DRIVE
PROJECT SITE
TRIANGLE DRIVE
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
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OWNER:
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FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
TITLE SHEET
1
1
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
NORTH
FINAL DEVELOPMENT PLAN
VICINITY MAP
SCALE: 1"=1000'
SURVEYOR:
ENGINEER:
PLANNER:
OWNER/APPLICANT:
LEGAL DESCRIPTION RIDGEWOOD HILLS - FOURTH FILING
PARCELS OF LAND LOCATED IN SECTION 14, T.6N., R.69W., OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING PARTICULARLY
DESCRIBED AS FOLLOWS:
TRACT N AND TRACT T OF RIDGEWOOD HILLS P.U.D., THIRD FILING ACCORDING TO THE
RECORDED PLAT THEREOF AS RECORDED BY THE LARIMER COUNTY CLERK AND
EX SANITARY MH
RIM=5101.43
INV NW=5090.24
INV NE=5090.20
EX SANITARY MH
RIM=5081.77
INV NE=5074.65
INV SW=5074.84
EX SANITARY MH
RIM=5075.75
INV E=5067.17
INV SW=5072.65
INV SW=5067.52
EX SANITARY MH 3
RIM=5074.1
INV N=5059.3
INV S=5058.4
INV W=5058.6
CORE DRILL AND CONNECT TO
EX SANITARY MANHOLE
RIM=5070.80
INV S=5060.80
EX SANITARY MH
RIM=5087.07
INV NW=5076.63
INV NE=5076.50
INV SW=5076.60
EX STORM DRAIN MH
EXISTING INLET AND
STORM DRAINS
EX SANITARY MH
RIM=5101.46
INV NE=5091.40
INV SW=5091.53
EX WATER MH
RIM=5075.70
ALIGN-A
ALIGN-B
ALIGN-C
ALIGN-F
ALIGN-G
ALIGN-D
ALIGN-E
ALIGN-H
ALIGN-I
ALIGN-K
TRIANGLE DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
WOODROW
DRIVE
KIM DRIVE
PEYTON DRIVE
PEYTON DRIVE
FOUNTAIN DRIVE
AVONDALE ROAD
ALIGN-L
30'
UE, DE &
EAE
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C1.0_General Notes.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
CONSTRUCTION NOTES
A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
THERE SHALL BE NO EARTH DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS.
ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITIES (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.
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 THEM.
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 OPERATION, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
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 BMP'S ARE INSTALLED. NO
SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING
ACTIVITIES 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 OF
FORT COLLINS.
IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
SHALL:
A. BE INSPECTED AT A MINIMUM OF EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C1.0_General Notes.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
GENERAL NOTES
AS ADOPTED FROM LARIMER COUNTY URBAN AREA STREET STANDARDS APPENDIX E
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 SANITARY SEWER AND WATER LINE CONSTRUCTION AND ALL 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.
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
NORTH
0 30' 60' 120'
SCALE: 1"= 60'-0"
180'
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
LEGEND
(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
8-UNIT
8-UNIT
6-UNIT
6-UNIT
TOT
LOT
SPORTS
COURT
(110' X 50')
CLUB
HOUSE
POOL
AVONDALE ROAD
TRIANGLE DRIVE
2' CURB CUT
RIP RAP TYPE VL
AS SHOWN D50=6"
1
N1
0.353 0.36
N2
0.36
2
N3
0.41
3
N4
0.33
4
5
6
7b
8
9
N5
0.55
0.276
0.301
0.211
1.872
12
STORM A PIPE - (45)
STORM A PIPE - (44)
FLOW TO EX. POND 1
EXISTING DETENTION
POND
7a
11b
52.11 LF 12"
HDPE @ 5.95%
YARD INLET LATERALS
HDPE N-12 (TYP)
YARD INLET LATERALS
HDPE N-12 (TYP)
STORM A
PIPE - (63)
CDOT TYPE D
AREA INLET
STMH A1
EXISTING INLET CORE
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
RIP RAP TYPE VL
AS SHOWN D50=6"
31
10
13
S2
0.125 0.25
S4
0.121 0.31
S5
0.125 0.29
S6
0.154 0.61
S7
0.155 0.25
S8
0.575 0.55
S9
0.112 0.63
S10
0.119 0.56
S11
0.201 0.46
S12
0.436 0.50
S13
0.041 0.45
S14
1.866 0.49
S15
1.153 0.66
S18
0.990 0.28
S17
0.810 0.18
S16
0.204 0.68 S19
0.352 0.25
14
15
16b
17
19
20
21
22
23
24 25
26
27
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
0 15' 30' 60'
SCALE: 1"= 30'-0"
120'
NORTH
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
GRADING NOTES
1. ALL EASEMENTS ARE PROPOSED AND WILL BE DEDICATED BY THE PLAT.
EASEMENTS ARE LABELED ON THE UTILITY PLAN.
2. THE DRIVES WITHIN THE SITE WILL BE PRIVATELY OWNED AND MAINTAINED.
THERE WILL BE NO PUBLIC MAINTENANCE OF THE DRIVES.
3. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS SHALL BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
4. NO OFF SITE GRADING IS PROPOSED WITH THIS DEVELOPMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS.
6. ALL SPOT ELEVATIONS SHOWN ARE FLOWLINE UNLESS NOTED OTHERWISE.
7. ALL RETAINING WALLS FOUR (4) FEET OR HIGHER WILL REQUIRE A BUILDING
PERMIT.
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
PERMEABLE PAVEMENT CONSTRUCTION NOTES (PAVERS)
1. EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE
PRE-CONSTRUCTION MEETING.
2. SUBGRADE SHALL BE EXCAVATED USING LOW GROUND PRESSURE (LGP)
TRACK EQUIPMENT TO MINIMIZE OVER COMPACTION OF THE SUBGRADE -
FOR PARTIAL AND FULL INFILTRATION SECTIONS ONLY.
3. GRADING AND COMPACTION EQUIPMENT USED IN THE AREA OF THE
PERMEABLE PAVEMENT SHOULD BE APPROVED BY THE ENGINEER PRIOR
TO USE.
4. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT
AREA.
5. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM
INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE
FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM.
6. PLACEMENT OF THE WEARING COURSES SHALL BE PERFORMED AFTER FINE
GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE
WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES,
CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE
INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE.
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C3.0_Grading.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
NORTH
0 15' 30' 60'
SCALE: 1"= 30'-0"
120'
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C3.0_Grading.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
PERMEABLE PAVEMENT CONSTRUCTION NOTES
(PAVERS)
1. EXCAVATION OF SUBGRADE SHALL NOT
COMMENCE UNTIL AFTER THE
PRE-CONSTRUCTION MEETING.
2. SUBGRADE SHALL BE EXCAVATED USING
LOW GROUND PRESSURE (LGP) TRACK
EQUIPMENT TO MINIMIZE OVER COMPACTION
OF THE SUBGRADE - FOR PARTIAL AND FULL
INFILTRATION SECTIONS ONLY.
3. GRADING AND COMPACTION EQUIPMENT
USED IN THE AREA OF THE PERMEABLE
PAVEMENT SHOULD BE APPROVED BY THE
ENGINEER PRIOR TO USE.
4. LOOSE MATERIALS SHALL NOT BE STORED ON
THE PERMEABLE PAVEMENT AREA.
5. THE CONTRACTOR SHALL, AT ALL TIMES
DURING AND AFTER SYSTEM INSTALLATION,
PREVENT SEDIMENT, DEBRIS, AND DIRT FROM
ANY SOURCE FROM ENTERING THE
FF=4999.50
FF=5094.00
FF=5086.50
FF=5081.50
FF=5095.50
FF=4992.50
EX SANITARY MH
RIM=5101.43
INV NW=5090.24
INV NE=5090.20
EX SANITARY MH
RIM=5081.77
INV NE=5074.65
INV SW=5074.84
EX SANITARY MH
RIM=5075.75
INV E=5067.17
INV SW=5072.65
INV SW=5067.52
EX SANITARY MH
RIM=5087.07
INV NW=5076.63
INV NE=5076.50
INV SW=5076.60
EXISTING INLET AND
STORM DRAINS
EX SANITARY MH
RIM=5101.46
INV NE=5091.40
INV SW=5091.53
EX WATER MH
RIM=5075.70
ALIGN-A
ALIGN-B
ALIGN-C
ALIGN-K
TRIANGLE DRIVE
WOODROW
DRIVE
AVONDALE ROAD
CUT INTO EXISTING WATER MAIN
NEW 8" X 8" TEE W/ T.B. AND TWO
(2) 8" GATE VALVES
90 DEG. BEND W/
TB AND 8" GV
8" X 4" TEE W/ TB
4" GV
11 1/4 DEG. BEND
W/ TB
HYDRANT ASSEMBLY
8" X 6" TEE W/ TB
6" GV & 8" GV
HYDRANT
ASSEMBLY
90 DEG. BEND
W/ TB AND 8" GV
8" X 4" TEE W/ TB
4" GV
4" FIRE LINE (TYP)
1" WATER
FF=4984.40
FF=4990.75
FF=5092.50
FF=4992.20
FF=4997.20
FF=4995.40
FF=5095.50
CORE DRILL AND CONNECT TO
EX SANITARY MANHOLE
RIM=5070.80
INV S=5060.80
ALIGN-F
ALIGN-G
ALIGN-D
ALIGN-E
ALIGN-H
ALIGN-I
PEYTON DRIVE
ALIGN-L
4" SEWER
SERVICE (TYP)
4" SEWER
SERVICE (TYP)
1" WATER
SERVICE (TYP)
4" FIRE LINE (TYP)
4" FIRE LINE (TYP)
8" X 8" TEE W/ TB
TWO (2) 8" GV
INSTALL TEMPORARY
FIRE HYDRANT
ASSEMBLY
4" FIRE LINE (TYP)
2" WATER
SERVICE (TYP)
4" SEWER
SERVICE (TYP)
4" SEWER
SERVICE (TYP)
4" FIRE LINE (TYP)
1-1/2" WATER
SERVICE (TYP)
HYDRANT
ASSEMBLY
90 DEG. BEND W/
TB AND 8" GV
11 1/4 DEG. BEND
W/ TB
22 1/2 DEG. BEND
W/ TB
90 DEG. BEND
W/ TB
90 DEG. BEND
W/ TB
8" X 8" TEE W/ TB
TWO (2) 8" GV
8" X 8" TEE W/ TB
TWO (2) 8" GV
4" FIRE LINE (TYP)
2" WATER
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
0 20' 40' 80'
SCALE: 1"= 40'-0"
120'
NORTH
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C6.0 Horizontal Control.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
HORIZONTAL
CONTROL PLAN
12
12
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C6.0 Horizontal Control.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
NOTE: ALL LINES/CURVES SHOWN ARE AT TOP OF BACK OF CURB (TYPICAL)
LINE & CURVE
TABLES
13
13
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 2+65.33, OFF: 5.00'L
=STA: 0+95.00 ALIGN 'B'
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 3+55.30, OFF: 5.00'L
8" X 1" WATER LINE TAP
WITH THRUST BOCK
STA: 3+58.05, OFF: 5.00'L
%(1'
WITH THRUST BLOCK
STA: 4+66.02, OFF: 7.42'L
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 4+90.99, OFF: 5.69'L
8" X 1" WATER LINE TAP
WITH THRUST BOCK
STA: 4+93.64, OFF: 5.57'L
%(1'
WITH THRUST BLOCK
STA: 5+58.37, OFF: 6.27'L
=STA: 1+93.67 ALIGN 'K'
HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 5+49.70, OFF: 5.76'L
4" SAN. SEWER SERVICE
STA: 2+85.49, OFF: 5.00'R
4" SAN. SEWER SERVICE
STA: 4+15.88, OFF: 5.00'R
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 2+65.33, OFF: 5.00'L
=STA: 3+04.91 ALIGN 'B'
8" X 8" WATER LINE TEE WITH
THRUST BOCK AND 2-8" GV
STA: 1+14.52, OFF: 5.02'L
=STA: 5+45.55 ALIGN 'AVONDALE'
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
STA: 2+51.39, OFF: 9.98'L
END OF EXISTING WATERMAIN
REMOVE AND SALVAGE EXISTING
HYDRANT ASSEMBLY AND
RELOCATE TO STA: 2+61.33,
AS SHOWN.
5(029((;,67,1* %(1'$1'
INSTALL 1/2 WATERMAIN TO
ACHIEVE INCREASES IN DEPTH OF
COVER OVER WATERMAIN
EXTENSION.
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 2+88.00, OFF: 2.00'L
=STA: 2+32.19 ALIGN 'D'
%(1'
WITH THRUST BLOCK
STA: 2+13.54, OFF: 2.00'L
=STA: 2+77.09 ALIGN 'G'
ROAD CENTERLINE
DESIGN PROFILE
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 2+77.09, OFF: 5.46'L
=STA: 2+13.54 ALIGN 'F'
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 1+76.99, OFF: 5.22'L
8" X 1.5" WATER LINE TAP
WITH THRUST BOCK
STA: 1+74.99, OFF: 5.21'L
%(1'
WITH THRUST BLOCK
STA: 1+24.39, OFF: 0.00'R
=STA: 1+08.50 ALIGN 'J'
HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 2+38.22, OFF: 5.37'L
4" SAN. SEWER SERVICE
STA: 2+46.34, OFF: 5.39'L
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
STA: 4+06.43, OFF: 8.83'L
30" RCP STORM DRAIN
CROSSING
STA: 3+14.37, OFF: 5.00'R
4" SAN. SEWER SERVICE
5.0' MIN
6.0' MAX
8" X 8" WATER LINE TEE WITH
THRUST BOCK AND 2-8" GV
STA: 4+35.62, OFF:10.53'L
=STA: 3+36.75 ALIGNMENT 'AVONDALE'
HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 3+65.92, OFF: 6.48'L
%(1'
WITH THRUST BLOCK
STA: 3+46.14, OFF: 4.58'L
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 2+88.17, OFF: 5.00'L
%(1'
WITH THRUST BLOCK
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 1+08.50, OFF: 23.78'L
=STA: 1+24.39 ALIGN 'G'
%(1'
WITH THRUST BLOCK
STA: 1+46.13, OFF: 3.00'L
%(1'
WITH THRUST BLOCK
STA: 3+03.16, OFF: 5.21'L
%(1'
WITH THRUST BLOCK
STA: 4+80.96, OFF: 5.46'L
=STA: 1+03.00 ALIGN 'I'
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
STA: 0+76.61, OFF: 5.00'L
12" RCP STORM DRAIN
CROSSING
5.0' MIN
6.0' MAX
CUT 8" X 8" TEE INTO EXISTING
MAIN WITH THRUST BLOCK AND 2-8" GV
STA: 0+46.91, OFF: 5.08'R
ELEVATION NOT KNOWN
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 1+24.65, OFF: 5.04'R
8" X 1" WATER LINE TAP
WITH THRUST BOCK
STA: 1+26.65, OFF: 5.03'R
%(1'
WITH THRUST BLOCK
STA: 1+93.67, OFF: 5.08'R
=STA: 5+58.37 ALIGN 'A'
4" SAN. SEWER SERVICE
STA: 1+09.95, OFF: 4.96'R
EXISTING
GROUND
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 1+03.00, OFF: 4.88'R
=STA: 4+80.96 ALIGN 'J'
%(1'
WITH THRUST BLOCK
STA: 2+52.50, OFF: 5.00'R
=STA: 1+70.00 ALIGN 'H'
HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 1+25.12, OFF: 5.00'L
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 1+96.13, OFF: 5.00'R
8" X 1.5" WATER LINE TAP
INV IN:5082.23
SMH S-5
STA:3+47.87 OFF:0.35R
RIM:5093.55
INV IN:5088.00
INV OUT:5087.80
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
STA: 4+68.57, OFF: 0.76'R
STA: 3+37.77, OFF: 0.00'R WATER MAIN CROSSING
WATER MAIN CROSSING
STA: 5+02.35, OFF: 0.00'R
12" HDPE STORM DRAIN CROSSING
STA: 6+40.35, OFF: 0.00'R
18" RCP STORM DRAIN CROSSING
STA: 6+15.57, OFF: 0.00'R
2" WATER SERVICE CROSSING
STA: 6+17.91, OFF: 0.00'R
4" FIRE LINE CROSSING
4" SEWER SERVICE TAP
4" SEWER SERVICE TAP
4" SEWER SERVICE TAP
EXTEND TO PROVIDE 18" MIN.
CLEARANCE OVER WATER PIPE
APPROX. INV AT WATER = 5085.30
96.93' of 8" PVC @ 1.75%
205.90' of 8" PVC @ 1.83%
SMH S-4
STA:4+44.60 OFF:2.46R
RIM:5092.00
INV IN:5086.10
INV OUT:5085.90
SMH S-3
STA:6+50.36 OFF:0.00L
RIM:5086.58
INV OUT:5082.03
INV IN:5085.67
INV IN:5076.85
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
4" SEWER SERVICE TAP
4" SEWER SERVICE TAP
4" SEWER SERVICE TAP
184.22' of 8" PVC @ 3.00%
101.72' of 8" PVC @ 3.00%
SMH N-4
STA:2+81.49 OFF:5.00R
RIM:5095.40
INV OUT:5085.47
SMH N-3
STA:4+66.02 OFF:2.59R
RIM:5086.71
INV IN:5079.94
INV OUT:5079.74
SMH N-2
STA:2+02.96 OFF:-5.00L
RIM:5081.83
INV OUT:5076.65
INV IN:5082.23
2.00%
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
EXISTING SMH
STA:0+00.00 OFF:0.00
RIM:5074.10
INV IN:5059.30
EXISTING SMH
STA:0+00.00 OFF:0.00
RIM:5074.10
INV IN:5059.30
EXISTING SMH
STA:1+27.54 OFF:0.00
RIM:5070.80
INV IN:5060.90
INV OUT:5060.80
4" SEWER SERVICE TAP
4" SEWER SERVICE TAP
EXTEND TO PROVIDE 18" MIN.
CLEARANCE OVER STORM PIPE
APPROX. INV AT STORM = 5076.64
134.10' of 8" PVC @ 1.23%
SMH S-2
STA:3+87.39 OFF:0.00
RIM:5086.58
INV IN:5080.38
INV OUT:5080.28
134.10' of 8" PVC @ 1.23%
208.03' of 8" PVC @ 7.67%
51.82' of 8" PVC @ 6.41%
SMH S-3
STA:6+50.36 OFF:0.00L
RIM:5086.58
INV OUT:5082.03
SMH S-1
STA:1+79.36 OFF:0.02R
RIM:5070.17
INV IN:5064.32
INV OUT:5064.22
0+00 1+00 2+00 3+00 4+00
5060
5070
5062
5064
5066
5068
5058
5072
ALIGNMENT 'L'
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
5+00
5078
5074
5076
5080
STORM A
PIPE - (63)
TYPE D AREA
INLET
5' TYPE R INLET
RIM EL. = 5076.60
INV. EL. = 5073.00
STMH A1
EXISTING INLET CORE
SOUTH WALL OF INLET
BOX TO ACCEPT PIPING
FROM PROPOSED
DEVELOPMENT
STORM A
PIPE - (45)
TRIANGLE DRIVE
ONSITE DRAINS PER
12.30 LF 18" DRAINAGE PLANS
RCP @ 1.30%
CORE
DRILL
STORM A
PIPE - (63)
STMH A1
STMH A2 W/ NEENAH
R-2553 GRATE
EXISTING INLET CORE
SOUTH WALL OF INLET
BOX TO ACCEPT PIPING
FROM PROPOSED
DEVELOPMENT
STORM A
PIPE - (44)
ONSITE
LANDSCAPING
DRAINS PER
DRAINAGE PLANS
TRIANGLE DRIVE
STORM A
PIPE - (45)
0 15' 30' 60' 90'
HORIZ SCALE: 1"= 30'-0"
1-800-922-1987
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
NORTH
NORTH
0 1.5' 3' 6' 9'
VERT SCALE: 1"= 3'-0"
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
TRACT A
227,699 sq. ft.
5.227 acres
TRACT B
226,287 sq. ft.
5.195 acres
8-UNIT
6-UNIT
AVONDALE ROAD
18+00
17+00
16+00
15+00
14+00
END OF EXISTING
PAVEMENT AND CURB &
GUTTER STA. 14+18.5 +/-
WATER QUALITY
INFILTRATION SWALE
ONSITE LANDSCAPE
DRAINS PER
DRAINAGE PLAN
STMH B1
20' TYPE R INLET
5' TYPE R INLET
STMH B2
DOUBLE CURB
INLET
STMH B3
STORM C, PIPE (34)
STORM B
PIPE - (21)
STORM B
PIPE - (22)
STORM B
PIPE - (23)
STORM B
PIPE - (24)
AVONDALE ROAD
ONSITE LANDSCAPE
DRAINS PER
DRAINAGE PLAN
NORTH
1-800-922-1987
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
0 15' 30' 60' 90'
HORIZ SCALE: 1"= 30'-0"
0 1.5' 3' 6' 9'
VERT SCALE: 1"= 3'-0"
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
EX. 30" ADS N-12 PIPE TO BE REMOVED
18+00
EX. STM MANHOLE AND APPROX.
44 LF OF EX. 30" D/S STORM
DRAIN TO BE REMOVED AND
REPLACED AT GRADE SHOWN.
36.5 LF 24" RCP @ 2.0%
TYPE R INLET
5,0(/
INV. EL. (E) = 5074.80
INV. EL (W) = 5075.00
20' TYPE R INLET STMH C1
TYPE D M-604-11
AREA INLET
RIM EL. = 5070.0
INV EL. (E) = 5067.09
STMH C2
TEE
INV. EL. = 5072.96
STORM C
PIPE - (60)
STORM C
PIPE - (59)
5' TYPE R INLET
AVONDALE ROAD
STORM C
PIPE - (34)
ONSITE LANDSCAPE
DRAINS PER DRAINAGE
PLAN
12" LF HDPE @ 3.53%
ONSITE LANDSCAPE
DRAINS PER DRAINAGE
PLAN
NORTH
1-800-922-1987
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
0 15' 30' 60' 90'
HORIZ SCALE: 1"= 30'-0"
0 1.5' 3' 6' 9'
VERT SCALE: 1"= 3'-0"
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C4.0_Storm Plan and Profiles.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
EXISTING CURB &
GUTTER TO REMAIN
EXISTING CURB &
GUTTER TO BE REMOVED
REPLACE WITH CROSSPAN
END OF EXISTING PAVEMENT
EAST PROPERTY
BOUNDARY
STA: 6+65.77
INTERSECTION
ALIGN 'C'
STA: 5+50.97
ELEV = 5089.97
END OF PAVEMENT
STA: 6+61.12
ELEV = 5086.10
INTERSECTION ALIGN 'E'
STA: 4+60.82
ELEV = 5091.64
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 0+52.58
ELEV = 5100.87
EDGE OF CROSSPAN
STA: 0+58.10
ELEV = 5101.00
EVCS: 6+61.12
-2.92%
EXISTING PAVEMENT
CENTERLINE PROFILE
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 3+61.50
PVI ELEV: 5093.40
K: 171.57
LVC: 100.00
BVCS: 3+11.50
BVCE: 5094.58
EVCS: 4+11.50
EVCE: 5092.52
GRADE BREAK STA = 2+08.70
ELEV = 5096.99
PVI STA: 5+90.88
PVI ELEV: 5089.35
K: 49.22
LVC: 140.48
BVCS: 5+20.64
BVCE: 5090.59
EVCS: 6+61.12
-2.35%
-1.77%
-2.35%
-1.77%
CENTERLINE PROFILE OF FUTURE
EXTENSION OF AVONDALE ROAD
EVCE: 5086.10
PVI STA: 10+40.00
PVI ELEV: 5068.59
K: 64.81
-2.92%
RIGHT FLOWLINE
DESIGN PROFILE
EXISTING GROUND
PVI STA:3+55.85
PVI ELEV:5092.49
K:130.22
LVC:150.00
BVCS: 2+80.85
BVCE: 5094.53
EVCS: 4+30.85
EVCE: 5091.32
GRADE BREAK STA = 2+08.70
ELEV = 5096.49
GRADE BREAK STA = 6+84.26
ELEV = 5085.44
PVI STA:5+90.88
PVI ELEV:5088.81
K:68.56
LVC:140.00
BVCS: 5+20.88
BVCE: 5089.91
EVCS: 6+60.88
EVCE: 5086.29
-2.72%
-1.57%
-3.61%
-2.92%
EXISTING GROUND
PVI STA:3+55.85
PVI ELEV:5092.49
K:130.22
LVC:150.00
BVCS: 2+80.85
BVCE: 5094.53
EVCS: 4+30.85
EVCE: 5091.32
GRADE BREAK STA = 2+08.70
ELEV = 5096.49
GRADE BREAK STA = 6+84.26
ELEV = 5085.45
PVI STA:5+90.88
PVI ELEV:5088.82
K:68.56
LVC:140.00
BVCS: 5+20.88
BVCE: 5089.91
EVCS: 6+60.88
EVCE: 5086.29
-2.72%
-1.57%
-3.61%
STA: 6+38.57
STA: 5+31.89
DRIVEOVER CURB
Station: 2+00
Elev=5097.25
EXISTING GROUND
FL=5096.62 FL=5096.62
CURB, GUTTER &
GRADE BREAK STA = 2+70.33
ELEV = 5095.998
GRADE BREAK STA = 5+55.99
ELEV = 5082.405
INTERSECTION ALIGN 'B'
INTERSECTION ALIGN 'C'
INTERSECTION AVONDALE RD
STA: 1+00.00
ELEV = 5098.42
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 1+92.75
PVI ELEV: 5099.60
K: 15.27
LVC: 100.00
BVCS: 1+42.75
BVCE: 5098.65
EVCS: 2+42.75
EVCE: 5097.28
-1.52%
5.69%
1.91%
-4.64%
-4.76%
-4.63%
1.46%
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
2+00 3+00 4+00 5+00
5084
5094
5086
5088
5090
5092
5078
5080
5082
ALIGNMENT 'A'
0+00 1+00 6+00
5096
5084
5094
5086
5088
5090
5092
5078
5080
5082
5096
INTERIOR DRIVE
PLAN & PROFILE
24
24
MATCHLINE-AVONDALE MATCHLINE-ALIGN 'B' MATCHLINE-ALIGN 'C'
MATCHLINE-AVONDALE
GRADE BREAK STA = 4+09.39
ELEV = 5087.850
INTERSECTION
ALIGN 'A'
STA: 1+00.00
ELEV = 5096.00
INTERSECTION ALIGN 'C'
CENTERLINE OF 3' WIDE
DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 0+88.00
ELEV = 5095.65
-3.05%
2.06%
-3.32%
-3.04%
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 2+07.97
PVI ELEV: 5093.97
K: 178.07
LVC: 50.00
BVCS: 1+82.96
BVCE: 5094.80
EVCS: 2+32.97
EVCE: 5093.21
PVI STA: 1+28.85
PVI ELEV: 5096.59
K: 9.30
LVC: 50.00
BVCS: 1+03.85
BVCE: 5096.08
EVCS: 1+53.85
EVCE: 5095.76
-2.07%
0.88%
INTERSECTION ALIGN 'B'
STA: 2+70.33
ELEV = 5087.85
INTERSECTION AVONDALE RD
STA: 1+00.00
ELEV = 5089.97
INTERSECTION ALIGN 'A'
STA: 6+37.23
ELEV = 5082.40
-3.85%
-2.00%
-0.90%
0.70%
-1.93%
-1.80%
CENTERLINE OF 6' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 2+83.83
ELEV = 5087.49
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 6+25.31
ELEV = 5082.28
GRADE BREAK STA = 2+93.00
ELEV = 5092.971
INTERSECTION ALIGN 'D'
INTERSECTION ALIGN 'G'
STA: 2+19.00
ELEV = 5094.25
-1.63%
-0.61%
-2.26%
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 3+05.16
ELEV = 5092.88
0.90%
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 2+19.00
PVI ELEV: 5094.17
K: 153.10
LVC: 98.17
BVCS: 1+69.92
BVCE: 5095.29
EVCS: 2+68.08
EVCE: 5093.38
GRADE BREAK STA = 2+75.09
ELEV = 5094.251
3.28%
2.58%
INTERSECTION ALIGN 'F'
INTERSECTION ALIGN 'J'
STA: 1+00.00
ELEV = 5092.44
1.03%
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 2+90.09
ELEV = 5094.57
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE -2.29%
-0.70%
-1.74%
INTERSECTION ALIGN 'I'
STA: 1+65.00
ELEV = 5089.00
INTERSECTION ALIGN 'E'
STA: 1+00.00
ELEV = 5089.61
0.70%
2.00%
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 0+84.76
ELEV = 5089.79
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 1+44.42
ELEV = 5088.73
EXISTING GROUND
TYPE III
BARRICADE
SEE DETAIL ON
SHEET 36
INSTALL
ENHANCED
CROSSWALK
EXISTING
STRIPING,
(TYP)
EXISTING
CHEVRON
ARROW
SIGNS
18.2'
12'
23.6'
26.2'
C
A
A
A
B
B
B B
F
G
D E
G
G
AVONDALE ROAD
H
A
H
J
J
KEY MAP
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
SEWER DETAILS
28
28
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
Chapter 25
N.T.S.
INFLOW CURB AND GUTTER
N.T.S.
2' VALLEY PAN DETAIL OUTFALL CURB & GUTTER
N.T.S.
FL
N.T.S.
2' CURBED CHANNEL
PRIVATE DRIVE/PARKING DETAILS
LIMITS OF C & G
17 IN.
(1.42 FT.)
3 FT. 9 IN.
(3.75 FT.)
4 IN.
1.5 IN.
14 IN.
(1.17 FT.)
6 IN.
1-3/8 IN. (.11 FT.)
3-3/8 IN. (.28 FT.)
18 IN.
(1.5 FT.)
18 IN.
(1.5 FT.)
FLOW
LINE
6 IN.
16 IN. R
(1.33 FT.)
16 IN. R
(1.33 FT.)
WHERE WALK ADJOINS A CURB, IT SHALL BE
CONSTRUCTED 1/4 INCH ABOVE THE CURB
SLOPE SIDEWALK TO CURB -
1/4 IN. TO 1/2 IN. PER FT.
4 FT. MIN.
4 IN.
2 FT. 6 IN.
6 IN.
2 IN.
2 IN. R
1.5 IN. R
12 IN.
6 IN.
1.5 IN. 4-1/2 IN.
6 IN.
1/4 IN.
2.67 FT.
4.43 FT.
0.58 FT.
1.18 FT.
0.30 FT.
6 IN.
4 IN.
0.11 FT.
0.09
FT.
1/8 IN. R
STREET DETAILS
30
30
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
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OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C8.0_Storm Sewer Details.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
STORM DRAIN
DETAILS
31
31
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C8.0_Storm Sewer Details.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
STORM DRAIN
DETAILS
32
32
NOTE:
VALVE BOX SHALL BE CENTERED AND PLUMB OVER THE OPERATING NUT.
WATER DETAILS
33
33
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
CP
TEST STATION
W
J
E
I
U
S
A
A
S
U
I
E
J
W
STATION
LOCATOR
LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
PVC WATER MAIN TRACER WIRE DETAIL CP TEST AND LOCATOR STATION BOX
WATER DETAILS
34
34
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
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PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
1-800-922-1987
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C7.0_Erosion Control Details.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
EROSION CONTROL
DETAILS
35
35
SIGNING &
STRIPING DETAILS
36
36
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
8-UNIT
8-UNIT
6-UNIT
6-UNIT
TOT
LOT
SPORTS
COURT
CLUB
HOUSE
POOL
TRIANGLE DRIVE
AVONDALE ROAD
1
2
2
SEE POCKET DETAIL 4/LID.3
TREES WITHIN
CONTINUOUS CONNECTING
POCKET, SEE LANDSCAPE PLAN
FOR TREE LOCATIONS
SLOTTED CURB
SEE DETAIL 7/LID.3
NORTH 'B'
BIOSWALE ,
SEE TABLE SHEET LID.3
NORTH 'A'
BIOSWALE ,
SEE TABLE SHEET LID.3
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
MATCHLINE
(SEE SHEET LID.2)
LID EXHIBIT -
NORTH
LID.1
37
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
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OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
GARAGE
3
5
6
POCKET SOIL
SEE DETAIL 4/LID.3
'SILVA CELL'
SEE DETAIL 3/LID.5
4" PVC PIPE
CHECK DAMS SEE DETAIL
SEE DETAIL 1 & 2 / LID.3
'SILVA CELL'
SEE DETAIL 1/LID.5
'SILVA CELL'
SEE DETAIL 2/LID.5
2
4
4
4
4
3
3
3
5
SOUTH 'A'
BIOSWALE ,
SEE TABLE SHEET LID.3
SOUTH 'B'
BIOSWALE ,
SEE TABLE SHEET LID.3
(900 SQ FT)
BOULDER, (TYP)
SLOTTED
CURB, (TYP)
SEE DETAIL
7/LID.3
SEE POCKET DETAIL 4/LID.3
TREES WITHIN
CONTINUOUS CONNECTING
POCKET, SEE LANDSCAPE PLAN
FOR TREE LOCATIONS
AVONDALE ROAD
Ridgwood Hills - FP LID.dwg Tuesday, March 12, 2013 11:21:29 AM
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
LEGEND:
MATCHLINE
(SEE SHEET LID.1)
LID EXHIBIT
SLOTTED CURB
3" WIDE OPENING AT BOTTOM
SEDIMENT TRAP, 3" DEPTH
PERFORATED STEEL
EDGER
BIOSWALE WITH
NATIVE WETLAND SEED MIX
SLOPED TO DRAIN INLET, SEE
LANDSCAPE PLAN
NATIVE SEED, SEE
LANDSCAPE PLAN SEE BIOSWALE DETAIL
4:1 MAX.
HEIGHT
LENGTH
WIDTH
UNDISTURBED SOIL
PARKING/BUILDING
PRECAST OVERFLOW
STRUCTURE
12" PONDING DEPTH
MIN. 30-MIL
HDPE IMPERVIOUS
MEMBRANE
MIN. 12" THICK LAYER
OF BIORETENTION SAND MEDIA
(SEE BIORETENTION SAND
MEDIA SPECIFICATION FROM
CITY OF FORT COLLINS)
MIN. 6" THICK LAYER OF
PEA GRAVEL DIAPHRAGM
(DEPTH VARIES, SEE
PLAN)
LAYER OF CDOT NO. 4
AGGREGATE
MIN. 4" PERFORATED
PVC PIPE
6" PERFORATED
PVC SUBDRAIN
PIPE
SEE BIOSWALE
DETAIL FOR
BEDDING/STORAGE
REQUIREMENTS
STORM DRAIN
MANHOLE WITH
SLOTTED LID
4" PERFORATED PVC PIPE
COLLECTION PIPE-1% SLOPE
CHECK DAM
WITH NOTCH
4-6" COBBLE (ENERGY
DISSIPATORS)
BELOW CHECK DAM UNDISTURBED NATIVE SOIL
WITH VEGETATIVE COVER
3:1 SLOPE MAX
3:1 SLOPE MAX
CHECK DAM
WITH NOTCH
LOW FLOW NOTCH
4" DRAIN PIPE
Geogrid. 'J' 6"(150mm) minimum below backfill at base.
Overlap 12"(300mm) minimum at top of Cells.
Screw Cell decks to frames after snapping in place (typ.)
4"(100mm) aggregate base course
Geotextile, 18"(450mm) minimum overlap past excavation
Curb stop, per project specifications
Tree
KEY PLAN
(for reference only)
1"(25mm) air space between Silva Cell deck and planting soil
DeepRoot UB18-2 Root barrier
Tree trunk, size varies
SEE PLANTING NOTES
1"-3"(25mm-50mm) mulch above tree pit
SEE PLANTING NOTES
8" stand pipe, connect to distribution Inspection riser
pipe, cap shall reach 2" above
aggregate mulch surface
Anchor each Silva Cell to ground with (4) 10"
(250mm) spike,<10mm dia., see Cell base for spike hole
4" PERFORATED CAPPED PIPE
5" PERFORATED PVC
COLLECTION PIPE
Tree root package, SEE PLANTING NOTES
Planting soil, tamped to max. 85% compaction below root package
and stand pipe
DeepRoot UB18-2 Root barrier
Tree root package, size varies
SEE PLANTING NOTES
Planting soil, tamped to max. 85% compaction below root package
Curb and street per
project specifications
5" PERFORATED PVC
COLLECTION PIPE
1"-3"(25mm-50mm)
SEE PLANTING NOTES
4" Aggregate Base Course
Geotextile, 18"(450mm) minimum overlap past excavation
4"(100mm) aggregate sub base, compacted to 95%
Silva Cell base slope to max. 5%
Subgrade below geotextile and aggregate base course, compacted to 95%
Planting soil per Silva Cell specifications, installed in 8"(200mm) lifts (2 lifts per cell)
Geotextile on compacted subgrade
Tree root package, size varies
Planting soil, tamped to max. 85% compaction below root package
Setback from face of curb*
Deciduous shrubs planted per planting note specifications
Tree
Fold ends of ArborTie back,
secure to stake with 1" galvanized
roofing nail or use an knot.
ArborTie
ArborTie
NOTE:
Specified ArborTie green (or white) staking and guying material is to be flat,
woven, polypropylene material, 3
4" wide with 900 lb. break strength.
ArborTie shall be fastened to stakes in a manner which permits tree movement
and supports the tree.
Detail shall be used in conjunction with Silva Cell standard details.
SILVA CELLS PER
WATER CAPTURE DETALS
SEE SHEET LID.4
5" PERFORATED PCV PIPE
SEE SHEET LID.4
SLOTTED CURB (TYP)
SEE DETAIL 7/LID.3
5" PERFORATED PCV PIPE
SEE SHEET LID.4
SILVA CELLS UNDER PARKING
SEE SHEET LID.4
SLOTTED CURB (TYP)
SEE DETAIL 7/LID.3
5" PERFORATED PCV PIPE
SEE SHEET LID.4
SILVA CELLS UNDER
PARKING ISLAND
SEE SHEET LID.4
SLOTTED CURB (TYP)
SEE DETAIL 7/LID.3 LID EXHIBIT -
ENLARGEMENTS
LID.5
41
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
3 SILVA CELL LAYOUT-ISLAND 3
1 SILVA CELL LAYOUT-ISLAND 1
2 SILVA CELL LAYOUT-ISLAND 2
ArborTie
Silva Cell Standard Pavement Profile
Per Project Specifications
1, 2, or 3-Layer Silva Cell System
Per Project Specifications
Silva Cell Standard Pavement Profile
Per Project Specifications
1, 2, or 3-Layer Silva Cell System
Per Project Specifications
Inspection Riser Cast Iron Cap, f
lush with surface,
for use in paved areas
Inspection Riser PVC Cap, for use in planting areas
INSPECTION RISER
Inspection Riser:
Rigid at pavement section,
perforated at Silva Cell
system. Where perforated,
wrap in geotextile and secure
with zip ties.
Inspection Riser for Soil:
Rigid from Silva Cell deck to
top of finished pavement surface.
Align with opening in Cell deck.
ArborTie
Tree
KEY PLAN
(for reference only)
Tree
4"(100mm) aggregate sub base, compacted to 95%
Silva Cell base slope to max. 5%
Subgrade below geotextile and aggregate base course, compacted to 95%
Planting soil per Silva Cell specifications,
installed in 8"(200mm) lifts (2 lifts per cell)
Geotextile on compacted subgrade
Paving base course per
project specifications
Tree root package, SEE PLANTING NOTES
Planting soil, tamped to max. 85% compaction below root package
Geogrid. 'J' 6"(150mm) minimum below backfill at base.
Overlap 12"(300mm) minimum at top of Cells.
Backfill, installed in 8"(200mm) lifts, within 4"-6"(100-150mm)
from top of decks, compacted to 95%
3/16" x14"(5mm x 350mm) zip ties, attaching Geogrid
to Silva Cells at each level and at Cell deck
Anchor each Silva Cell to ground with (4) 10"
(250mm) spike,<10mm dia., see Cell base for spike hole
Screw Cell decks to frames after snapping in place (typ.)
DeepRoot UB18-2 Root barrier
Tree trunk, size varies
SEE PLANTING NOTES
1"-3" mulch above tree pit
SEE PLANTING NOTES
4" Perforated capped
PVC pipe
4" aggregate base course
Geotextile, 18"(450mm) minimum overlap past excavation
1"(25mm) air space between Silva Cell deck and planting soil
1-3" wood mulch. SEE PLANTING NOTES
8"(200mm) stand pipe, connected to distribution pipe,
cap shall reach (50mm) above aggregate mulch surface
5" Perforated PVC collection pipe.
SEE PLANTING NOTES
LID EXHIBIT
DETAILS
LID.4
40
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
ARBOR TIE-1
INSPECTION RISER
SILVA CELL-PARKING LOT ISLAND DETAIL
ARBOR TIE-2
SILVA CELL-PARKING LOT ISLAND DETAIL
(TWO TREES)
(SINGLE TREE)
FOOTING
4-6" COBBLE (ENERGY DISSIPATORS)
BELOW CHECK DAM FOR FIRST 18"
SIDE SLOPE
3:1 MAX.
1'
FILTER FABRIC
SEE PLANTING
NOTES
FILTER FABRIC
SEE PLANTING
NOTES
PLANTING MIX. SEE
PLANTING NOTES
COMPACTED SUBGRADE/BACKFILL
CURB CURB. SEE SITE NOTES
DRIVE. SEE SITE NOTES
LANDSCAPE
BOULDERS
STORM WATER
RETENTION
LIP
3:1 TYP
LID EXHIBIT
DETAILS
LID.3
39
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
WATER QUALITY BIOSWALE SWALE
BIOSWALE DETAIL
NORTH BIOSWALE OVERFLOW DETAIL
GRASS SWALE CHECK DAM CHECK DAM - SECTION
POCKET DETAIL
1 2
4
5
3
7
BIOSWALE SIZING TABLE
BIOSWALE WIDTH HEIGHT LENGTH C.A.
NORTH A 7' 4' 110' #1
NORTH B 6' 4' 135' #2
SOUTH A 8' 4' 89' #4
SOUTH B SEE PLAN 30" * SEE PLAN #3
*NON-TRAPAZOIDAL
- SOUTH
LID.2
38
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgwood Hills - FP LID.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. Timm Development
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
IMPERVIOUS CAPTURE
BIOSWALE PRE-TREATMENT
CONTINOUS TREE POCKET W/
PLANTING SOIL
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE DR
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
07-31-2014 FP Resubmittal
41
INDEX TO DRAWINGS
LEGEND:
IMPERVIOUS CAPTURE
LID DATA TABLE:
AREA UNIT PERCENTAGE
TOTAL IMPERVIOUS: 264,087 SF
BUILDING 81,986 SF
SIDEWALKS 43,826 SF
SPORT COURT 5,500 SF
POOL DECK 4,789 SF
DRIVES & PARKING 127,986 SF
TOTAL DRIVES & PARKING: 127,986 SF
TOTAL DRIVES, PARKING & BUILDING: 209,972 SF 100%
TOTAL PRETREATMENT CAPTURE: 173,616 SF 83%
SOUTH CAPTURE 117,071 SF 56%
NORTH CAPTURE 56,545 SF 27%
CAPTURE BASIN AREA 1: 27,456
CAPTURE BASIN AREA 2: 29,089
CAPTURE BASIN AREA 3: 53,282
CAPTURE BASIN AREA 4: 26,811
CAPTURE BASIN AREA 5: 23,039
CAPTURE BASIN AREA 6: 13,939
BIOSWALE PRE-TREATMENT
CONTINOUS TREE POCKET W/
PLANTING SOIL
CAPTURE BASIN AREAS:
TOTAL: 173,616
EDGED
SURFACE
1/8 IN.
3/4 IN
MIN.
COMBINATION CURB, GUTTER AND SIDEWALK
"HOLLYWOOD"
(OBSOLETE FOR REPLACEMENT ONLY)
DUMMY JOINT
FOR WALKS
VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK
DRIVE-OVER CURB, GUTTER AND SIDEWALK
N.T.S.
PRIVATE DRIVE SIDEWALK CHASE
5/8" GALV.
STEEL PLATE
3/8" BRASS SCREW 18" O.C.
WITH COUNTERSUNK HEAD
FLUSH WITH PLATE
SIDEWALK
(TYP.)
2.0'
OPENING
EDGE OF STREET
BACK OF CURB
FLOW LINE 3" TYP.
SLOPE
SIDEWALK
(TYP.)
6"X6" - 10/10 W.W.F.
12"
6"
6" 2.0' 6"
3.0'
12"
6"
4.5"
6"
1"
12"
1.5"
1.5"R
1.5"R
6"
12" 12"
1"
6"X6" - 10/10 W.W.F.
6"
1"
1'-6"
6"
1.5"R
2"R 6"
6"
12"
STREET DETAILS
29
29
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
SIGN LEGEND:
R1-2 YIELD SIGN 36"X36"X36" WITH STREET NAME
SIGNS ABOVE
W-11-2 "PED XING" SIGN 30"X30" AND W16-7P "ARROW"
SIGN 24"X18" (AS DIRECTED BY THE LOCAL ENTITY
ENGINEER)
"NO PARKING ANYTIME" SIGN
1. SEE SHEET 36 FOR STANDARD SIGN DETAILS
NOTES:
STRIPING LEGEND:
SOLID DOUBLE YELLOW 4" WIDE
SOLID WHITE LINE 6" WIDE
SOLID WHITE LINE 8" WIDE
DO NOT ADD THE WHITE DASHED LINE THAT DELINEATES
THE OUTER EDGE OF THE ROUNDABOUT AS IT EXISTS ON
THE OTHER 3 LEGS
"NO PARKING ANYTIME" SIGN ONE WITH ARROW
POINTING EAST AND ONE WITH ARROW POINTING WEST
H
D
C
B
A
G
F
E
NORTH
0
HORIZONTAL SCALE:
15' 30' 60' 90'
1"=30'
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
SIGNING &
STRIPING PLAN
27
27
J "EMERGENCY ACCESS ONLY" SIGN
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 2+43.53
PVI ELEV: 5089.55
K: 20.30
LVC: 54.19
BVCS: 2+16.44
BVCE: 5089.36
EVCS: 2+70.62
EVCE: 5089.01
GRADE BREAK STA = 2+48.85
ELEV = 5088.998
5.50%
2.84%
1.80%
INTERSECTION ALIGN 'J'
STA: 1+00.00
ELEV = 5083.67
INTERSECTION ALIGN 'H'
3.58%
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 2+62.36
ELEV = 5089.21
EXISTING
GROUND
ROAD CENTERLINE
DESIGN PROFILE
-0.02%
GRADE BREAK STA = 4+76.08
ELEV = 5083.670
GRADE BREAK STA = 1+98.81
ELEV = 5091.758
-3.37%
-4.26%
INTERSECTION
ALIGN 'E'
STA: 4+11.08
ELEV = 5085.42
INTERSECTION ALIGN 'I'
INTERSECTION ALIGN 'G'
STA: 1+01.11
ELEV = 5092.44
INTERSECTION ALIGN 'D'
-0.69%
-2.24%
-3.15%
-1.18%
-2.61%
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 0+87.36
ELEV = 5092.82
CENTERLINE OF 3' WIDE DRAIN PAN
GRADE IN = 8.33% TYPICAL
STA: 2+23.38
ELEV = 5091.11
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 4+11.08
PVI ELEV: 5085.37
K: 137.90
LVC: 75.00
BVCS: 3+73.58
BVCE: 5086.55
EVCS: 4+48.58
EVCE: 5084.39
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
5092
5094
5096
5098
ALIGNMENT 'F'
1+00 2+00
5092
5094
5096
5098
5090
ALIGNMENT 'G'
1+00 2+00 3+00
5100
5102
3+00
5086
5084
5090
5088
5092
1+00 2+00 3+00
ALIGNMENT 'H'
5092
5094
5096
5098
5100
5102
5092
5094
5096
5098
5090
5086
5084
5090
5088
5092
1+00 2+00 3+00
5088
5080
5082
5084
5086
ALIGNMENT 'I'
5088
5080
5082
5084
5086
1+00 2+00 3+00 4+00
5094
5086
5088
5090
5092
ALIGNMENT 'J'
5084
5+00
5096
5086
5084
5082
6+00
INTERIOR DRIVE
PLAN & PROFILE
26
26
MATCHLINE-ALIGN 'G'
MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'D' MATCHLINE-ALIGN 'J' MATCHLINE-ALIGN 'F'
MATCHLINE-ALIGN 'F' MATCHLINE-ALIGN 'E'
MATCHLINE-ALIGN 'E' MATCHLINE-ALIGN 'I'
MATCHLINE-ALIGN 'H'
MATCHLINE-ALIGN 'H'
MATCHLINE-ALIGN 'J'
MATCHLINE-ALIGN 'J'
MATCHLINE-ALIGN 'G' MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'E'
MATCHLINE-ALIGN 'I'
5080
5078
5076
KEY MAP
KEY MAP
PROPOSED 3'
CROSSPAN
PROPOSED
HANDICAP ACCESS
RAMP (TYP)
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED
HANDICAP ACCESS
RAMP (TYP) PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 3'
CROSSPAN
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 3'
CROSSPAN
PROPOSED 6" VERTICAL
CURB & GUTTER
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
PROPOSED 2' SIDEWALK
CHASE AND CURBCUT
SEE DETAILS SHEET 29
PROPOSED 2' SIDEWALK
CHASE AND CURBCUT
SEE DETAILS SHEET 29
ALIGNMENT 'F'
ALIGNMENT 'G'
ALIGNMENT 'H'
ALIGNMENT 'I'
ALIGNMENT 'J'
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 5+12.30
PVI ELEV: 5081.52
K: 21.97
LVC: 100.00
BVCS: 4+62.30
BVCE: 5083.44
EVCS: 5+62.30
EVCE: 5081.87
PVI STA: 1+84.15
PVI ELEV: 5089.41
K: 48.49
LVC: 50.00
BVCS: 1+59.15
BVCE: 5089.63
EVCS: 2+09.15
EVCE: 5088.93
PVI STA: 4+16.41
PVI ELEV: 5085.21
K: 24.46
LVC: 50.00
BVCS: 3+91.41
BVCE: 5085.66
EVCS: 4+41.41
EVCE: 5084.25
GRADE BREAK STA = 2+30.19
ELEV = 5092.971
GRADE BREAK STA = 3+84.25
ELEV = 5094.000
INTERSECTION
AVONDALE DR
STA: 4+22.07
ELEV = 5093.57
INTERSECTION ALIGN 'J'
STA: 1+00.00
ELEV = 5091.76
INTERSECTION ALIGN 'F'
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 1+57.04
PVI ELEV: 5092.62
K: 98.38
LVC: 100.00
BVCS: 1+07.04
BVCE: 5091.86
EVCS: 2+07.04
EVCE: 5092.86
1.50%
0.49%
0.67%
-6.62%
1.66%
2.00%
-1.62%
GRADE BREAK STA = 2+36.37
ELEV = 5089.610
GRADE BREAK
STA = 3+64.28
ELEV = 5091.79
GRADE BREAK STA = 1+00.00
ELEV = 5085.419
INTERSECTION
AVONDALE DR
STA: 4+02.40
ELEV = 5091.64
INTERSECTION ALIGN 'H'
INTERSECTION ALIGN 'J'
2.00% -2.00%
-5.46%
1.70%
3.53%
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
PVI STA: 1+95.40
PVI ELEV: 5088.79
K: 32.71
LVC: 50.00
BVCS: 1+70.40
BVCE: 5087.91
EVCS: 2+20.41
EVCE: 5089.29
3.53%
1+00 2+00 3+00 4+00
5094
5086
5088
5090
5092
ALIGNMENT 'B'
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
5084
5098
5096
5094
5086
5088
5090
5092
5084
5098
5096
1+00 2+00
5080
5082
ALIGNMENT 'C'
5088
5084
5086
5092
5080
5082
5088
5090
5084
5086
5092
3+00 4+00 5+00
1+00 2+00 3+00
5088
5084
5086
2+00 3+00 4+00 5+00
5094
5086
5088
5090
5092
ALIGNMENT 'D' ALIGNMENT 'E'
5096
5098
1+00
5094
5086
5088
5090
5092
5096
5098
5094
5090
5092
5088
5084
5086
5094
5090
5092
4+00
INTERIOR DRIVE
PLAN & PROFILE
25
25
MATCHLINE-ALIGN 'C'
MATCHLINE-ALIGN 'A'
MATCHLINE-ALIGN 'A'
MATCHLINE-ALIGN 'C'
MATCHLINE-AVONDALE
MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'B'
MATCHLINE-ALIGN 'A'
MATCHLINE-ALIGN 'A'
6+00
MATCHLINE-ALIGN 'J'
MATCHLINE-ALIGN 'J'
MATCHLINE-AVONDALE
MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'F'
MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'J' MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'J' MATCHLINE-ALIGN 'H'
KEY MAP
KEY MAP
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED
HANDICAP ACCESS
RAMP (TYP)
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 6'
CROSSPAN
PROPOSED 6'
CROSSPAN
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED
HANDICAP ACCESS
RAMP (TYP)
PROPOSED 5'
CONCRETE WALK
PROPOSED
HANDICAP ACCESS
RAMP (TYP)
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 5'
CONCRETE WALK
PROPOSED
HANDICAP ACCESS
RAMP (TYP)
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
5+00
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
ALIGNMENT 'C'
ALIGNMENT 'B'
ALIGNMENT 'E'
ALIGNMENT 'D'
5090
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
5098
5074
5076
KEY MAP
SECTION B-B
TYPICAL INTERIOR DRIVE AISLE SECTION W/ GARAGE
N.T.S.
B
B
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 3'
CROSSPAN
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 5'
PROPOSED CONCRETE WALK
HANDICAP ACCESS
RAMP (TYP)
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
DETACHED SIDEWALK (TYP)
SEE DETAILS SHEET 29
Station: 2+50
Elev=5096.02
EXISTING GROUND
FL=5095.39 FL=5095.39
CURB, GUTTER &
DETACHED SIDEWALK
SEE DETAILS SHEET 29
Station: 3+00
Elev=5094.85
EXISTING GROUND
FL=5094.22 FL=5094.22
CURB, GUTTER &
DETACHED SIDEWALK
SEE DETAILS SHEET 29
Station: 3+50
Elev=5093.72
EXISTING GROUND
FL=5093.09 FL=5093.09
CURB, GUTTER &
DETACHED SIDEWALK
SEE DETAILS SHEET 29
Station: 4+00
Elev=5092.75
EXISTING GROUND
FL=5092.12 FL=5092.12
CURB, GUTTER &
DETACHED SIDEWALK
SEE DETAILS SHEET 29
EXISTING GROUND
Station: 4+50
Elev=5091.83
FL=5091.20 FL=5091.20
Station: 5+00
Elev=5090.95
EXISTING GROUND
FL=5090.32 FL=5090.32
CURB, GUTTER &
DETACHED SIDEWALK
SEE DETAILS SHEET 29
Station 5+50
Elev=5089.98
EXISTING GROUND
FL=5089.35 FL=5089.40
DRIVEWAY APPROACH
SEE DETAIL SHEET 29
Station 6+00
Elev=5088.52
EXISTING GROUND
FL=5087.89 FL=5087.94
DRIVE-OVER CURB
SEE DETAIL SHEET 29
Station 6+50
Elev=5086.60
EXISTING GROUND
FL=5085.97 FL=5085.97
CURB & GUTTER
SEE DETAILS SHEET 29
3+00 4+00 5+00 6+00
5090
5092
5094
5088
AVONDALE ROAD - LEFT FLOWLINE 0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
2+00
5098
5100
5096
0+00 1+00
AVONDALE ROAD
PLAN & PROFILE
23
23
MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'E'
MATCHLINE-ALIGN 'C'
MATCHLINE-ALIGN 'A'
7+00
5086
KEY MAP
5090
5092
5094
5088
5098
5100
5096
5086
3+00 4+00 5+00 6+00
5090
5092
5094
5088
2+00
5098
5100
5096
0+00 1+00 7+00
5086
5090
5092
5094
5088
5098
5100
5096
5086
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
AVONDALE ROAD - RIGHT FLOWLINE
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
5098
5096
-1+00 -0+50 0+00 0+50 1+00
5098
5096
-1+00 -0+50 0+00 0+50 1+00
5094
5100
5096
-1+00 -0+50 0+00 0+50 1+00
5094
5096
-1+00 -0+50 0+00 0+50 1+00
5094
5092
-1+00 -0+50 0+00 0+50 1+00
5094
5092
-1+00 -0+50 0+00 0+50 1+00
5092
5090
-1+00 -0+50 0+00 0+50 1+00
5092
5090
-1+00 -0+50 0+00 0+50 1+00
5090
5088
-1+00 -0+50 0+00 0+50 1+00
5090
5088
5086
-1+00 -0+50 0+00 0+50 1+00
5088
5086
5084
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
INSTALL DRIVE-OVER CURB
LVC: 200.00
BVCS: 9+40.00
BVCE: 5073.21
EVCS: 11+40.00
EVCE: 5067.05
-4.62%
-1.54%
GRADE BREAK STA = 11+83.98
ELEV = 5066.379
EXISTING GROUND
3+00 4+00 5+00 6+00
5090
5092
5094
5088
AVONDALE DRIVE 0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
2+00
5098
5100
5102
5096
5104
0+00 1+00
AVONDALE ROAD
PLAN & PROFILE
22
22
MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'E'
MATCHLINE-ALIGN 'C'
MATCHLINE-ALIGN 'A'
7+00 8+00 9+00 10+00 11+00
5070
5072
5074
5066
5068
5078
5080
5082
5076
5084
5064
5086
5082
5084
5086
5090
5092
5088
KEY MAP
SECTION A-A
AVONDALE ROAD TYPICAL STREET SECTION
N.T.S.
A
A
REMOVE EXISTING CURB &
GUTTER BETWEEN
PROPOSED CURB RETURNS
& REPLACE WITH CROSSPAN
INSTALL ASPHALT CURB FOR
TEMPORARY TURN AROUND
REMOVE EXISTING CURB &
GUTTER & INSTALL NEW
CURB &GUTTER FOR CURB
RETURN, AS SHOWN (BOTH
SIDES OF INTERSECTION)
PROPOSED 5'
CONCRETE WALK
INSTALL DRIVE-OVER CURB
PROPOSED 5'
CONCRETE WALK
PROPOSED 6" VERTICAL
CURB & GUTTER
PROPOSED 6" VERTICAL
CURB & GUTTER
END OF PROPOSED
ASPHALT
END OF EXISTING
PAVEMENT
BEGIN PROPOSED
ASPHALT
PROPOSED
CENTERLINE OF
FUTURE AVONDALE
ROAD EXTENSION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
SIDEWALK CHASE &
CURB CUT PER
DETAIL D-10B ON
SHEET 29
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
STORM PLAN &
PROFILE
21
21
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C4.0_Storm Plan and Profiles.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
STORM PLAN &
PROFILE
20
20
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C4.0_Storm Plan and Profiles.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
STORM PLAN &
PROFILE
19
19
5084
5082
5086
5060
5070
5062
5064
5066
5068
5058
5072
5078
5074
5076
5080
5084
5082
5086
SEWER PLAN &
PROFILE
18
18
MATCHLINE-AVONDALE
KEY MAP
SAN MH S-3
SAN MH S-1 SAN MH S-2
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
30'
UE,DE &
EAE
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
127.96' OF 8" PVC @ 0.50%
SMH S-5
STA:3+47.87 OFF:0.35R
RIM:5093.55
INV IN:5088.00
INV OUT:5087.80
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
STA: 2+90.50, OFF: 5.00'R
2" WATER SERVICE CROSSING
STA: 2+88.17, OFF: 5.00'R
4" FIRE LINE CROSSING STA: 4+06.00, OFF: 1.21'R
30" RCP STORM DRAIN
CROSSING
4" SEWER SERVICE TAP
4" SEWER SERVICE TAP
75.92' of 8" PVC @ 0.50%
SMH S-6
STA:3+46.58 OFF:5.51R
RIM:5093.60
INV IN:5088.48
INV OUT:5088.38
SMH S-7
STA:2+19.15 OFF:5.00R
RIM:5092.83
INV OUT:5089.22
INV IN:5076.85
INV OUT:5075.63
EXISTING
GROUND
STA: 0+77.21, OFF: 5.00'R
12" RCP STORM DRAIN CROSSING
4" SEWER SERVICE TAP
EXTEND TO PROVIDE 18" MIN.
CLEARANCE OVER WATER PIPE
APPROX. INV AT WATER = 5078.98
4" SEWER SERVICE TAP
165.41' of 8" PVC @ 0.50%
SMH N-1
STA:0+37.56 OFF:-4.92L
RIM:5084.30
INV IN:5075.83
SMH N-2
STA:2+02.96 OFF:-5.00L
RIM:5081.83
INV OUT:5076.65
3+00 4+00 5+00 6+00 7+00
5090
5092
5094
5082
5084
5086
5088
AVONDALE ROAD
2+00 3+00 4+00
5094
5086
5088
5090
5092
3+00 4+00 5+00
5084
5094
5086
5088
5090
5092
5076
5078
5080
5082
ALIGNMENT 'A'
ALIGNMENT 'D'
0+00 1+00 2+00
5084
5086
5076
5078
5080
5082
5074
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
ALIGNMENT 'K' HORIZONTAL SCALE: 1"= 40'-0"
5084
NORTH
5074
SEWER PLAN &
PROFILE
17
17
MATCHLINE-ALIGN 'K'
MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'L'
MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'A'
KEY MAP
KEY MAP
SAN MH N-1 SAN MH N-2
SAN MH N-2
SAN MH N-3
SAN MH N-4
SAN MH S-3
SAN MH S-4
SAN MH S-5
SAN MH S-5
SMH S-7
SAN MH S-6
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
SAN MH S-6
6+00
30'
UE,DE &
EAE
30'
UE,DE &
EAE
5078
5080
ALIGNMENT 'A'
AVONDALE ROAD
ALIGNMENT 'K'
ALIGNMENT 'D'
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
WITH THRUST BOCK
STA: 1+98.13, OFF: 5.03'R
%(1'
WITH THRUST BLOCK
STA: 1+28.23, OFF: 5.71'R
EXISTING
GROUND
ROAD CENTERLINE
DESIGN PROFILE
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 1+70.00, OFF: 3.65'L
=STA: 2+52.50 ALIGN 'I'
%(1'
WITH THRUST BLOCK
STA: 1+08.00, OFF: 3.65'L
=STA: 2+40.01 ALIGN 'E'
EXISTING GROUND
1+00 2+00 3+00 4+00
5094
5086
5088
5090
5092
1+00 2+00 3+00
5088
5080
5082
5084
5086
ALIGNMENT 'J'
0+00 1+00 2+00
5084
5076
5078
5080
5082
5074
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
HORIZONTAL SCALE: 1"= 40'-0"
ALIGNMENT 'K'
5084
1+00 2+00
5086
5088
5090
ALIGNMENT 'H'
5084
ALIGNMENT 'I'
5082
5080
5078
5076
5+00
5082
5080
WATER PLAN &
PROFILE
16
16
MATCHLINE-ALIGN 'I'
MATCHLINE-ALIGN 'E'
MATCHLINE-ALIGN 'J' MATCHLINE-ALIGN 'H'
MATCHLINE-ALIGN 'G'
MATCHLINE-ALIGN 'I'
MATCHLINE-ALIGN 'A' KEY MAP
KEY MAP
%(1':7%
%(1':7%
%(1':7%
FIRE HYDRANT
ASSEMBLY
8" X 6" TEE W/ TB
AND 6" GV
%(1':7%
AND 8" GV
%(1':7%
%(1':7%
AND 8" GV
%(1':7%
%(1':7%
%(1':7%
%(1':7%
AND 8" GV
1" WATER SERVICE (TYP)
4" FIRELINE (TYP)
CUT INTO EXISTING WATER
MAIN NEW 8" X 8" TEE W/ TB
AND TWO (2) 8" GV
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
1-1/2" WATER SERVICE (TYP)
4" FIRELINE (TYP)
5078
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
ALIGNMENT 'H'
ALIGNMENT 'I'
ALIGNMENT 'J'
ALIGNMENT 'K'
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
STA: 2+32.19, OFF: 5.00'L
=STA: 1+88.00 ALIGN 'F'
8" X 2" WATER LINE TAP
WITH THRUST BOCK
STA: 2+90.50, OFF: 5.00'L
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
STA: 3+89.99, OFF: 7.82'R
30" RCP STORM DRAIN
CROSSING
STA: 4+01.69, OFF: 7.76'R
SAN. SEWER MAIN CROSSING
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 2+40.01, OFF: 8.00'L
=STA: 1+08.00 ALIGN 'H'
8" X 8" WATER LINE TEE WITH
THRUST BOCK AND 2-8" GV
STA: 4+16.21, OFF: 7.70'R
=STA: 4+68.69 ALIGN 'AVONDALE'
DIP WATER LINE FOR
SEWER CROSSING
SEE DETAIL, SHEET 33
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
5092
5094
5096
2+00 3+00
5080
5082
5084
5086
ALIGNMENT 'F'
1+00 2+00
5094
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
ALIGNMENT 'G' HORIZONTAL SCALE: 1"= 40'-0"
5090
2+00 3+00 4+00
5086
5088
5090
ALIGNMENT 'D'
5084
ALIGNMENT 'E'
5086
5088
5086
5088
3+00
4+00
2+00 3+00
WATER PLAN &
PROFILE
15
15
MATCHLINE-ALIGN 'F'
MATCHLINE-AVONDALE
MATCHLINE-AVONDALE
MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'H' MATCHLINE-AVONDALE
MATCHLINE-ALIGN 'G'
MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'J' MATCHLINE-ALIGN 'F' KEY MAP
KEY MAP
%(1':7%
8" X 8" TEE W/ TB
AND TWO (2) 8" GV
FIRE HYDRANT
ASSEMBLY
%(1':7%
2" WATER SERVICE (TYP)
4" FIRELINE (TYP)
%(1':7%
8" X 8" TEE W/ TB
AND TWO (2) 8" GV
%(1':7%
AND 8" GV
%(1':7%
AND 8" GV
1-1/2" WATER SERVICE (TYP)
4" FIRELINE (TYP)
FIRE HYDRANT
ASSEMBLY
%(1':7%
AND 8" GV
%(1':7%
AND 8" GV
8" X 6" TEE W/ TB
AND 6" GV
8" X 6" TEE W/ TB
AND 6" GV
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
DIP WATERLINE FOR
SEWER CROSSING
SEE DETAIL, SHEET 33
5092
5090
5088
5092
5+00
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
ALIGNMENT 'D'
ALIGNMENT 'E'
ALIGNMENT 'F'
ALIGNMENT 'G'
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
5.0' MIN
6.0' MAX
RELOCATE HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 2+61.33, OFF: 9.86'L
%(1'
WITH THRUST BLOCK
STA: 2+91.91, OFF: 8.47'L
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 2+95.83, OFF: 9.04'L
8" X 2" WATER LINE TAP
WITH THRUST BOCK
STA: 2+98.18, OFF: 9.37'L
8" X 1" WATER LINE TAP
WITH THRUST BOCK
STA: 3+09.50, OFF: 10.82'L
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 3+11.53, OFF: 11.06'L
8" X 8" WATER LINE TEE WITH
THRUST BOCK AND 2-8" GV
STA: 3+36.75, OFF: 13.45'L
=STA: 4+35.62 ALIGN 'D'
%(1'
WITH THRUST BLOCK
STA: 4+44.68, OFF: 12.11'L
8" X 8" WATER LINE TEE WITH
THRUST BOCK AND 2-8" GV
STA: 4+68.69, OFF: 13.76'L
=STA: 0+86.19 ALIGN 'E'
8" X 1" WATER LINE TAP
WITH THRUST BOCK
STA: 4+62.47, OFF: 13.42'L
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 4+64.51, OFF: 13.54'L
8" X 8" WATER LINE TEE WITH
THRUST BOCK AND 2-8" GV
STA: 5+45.55, OFF: 14.52'L
=STA: 1+14.52 ALIGN 'C'
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 6+16.44, OFF: 14.51'L
8" X 2" WATER LINE TAP
WITH THRUST BOCK
STA: 6+18.77, OFF: 14.51'L
TEMP HYDRANT ASSEMBLY
STA: 6+52.66, OFF: 14.50'L
18" RCP STORM DRAIN
STA: 6+40.35, OFF: 14.50'L
12" HDPE STORM DRAIN
STA: 4+97.20, OFF: 14.50'L
12" HDPE STORM DRAIN
STA: 2+54.13, OFF: 9.93'L
4" SAN. SEWER SERVICE
STA: 5+32.92, OFF: 14.50'L
4" SAN. SEWER SERVICE
STA: 3+81.27, OFF: 16.16'L
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
5.0' MIN
6.0' MAX
%(1'
WITH THRUST BLOCK
STA: 0+95.00, OFF: 5.00'R
=STA 2+65.33 ALIGN 'A'
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 1+02.00, OFF: 5.00'R
8" X 1" WATER LINE TAP
WITH THRUST BOCK
STA: 1+00.00, OFF: 5.00'R
HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 1+23.22, OFF: 5.00'R
%(1'
WITH THRUST BLOCK
STA: 4+04.91, OFF: 5.00'R
=STA: 2+65.33 ALIGN 'C'
8" X 4" FIRE LINE TEE
WITH THRUST BOCK
STA: 2+96.84, OFF: 5.00'R
8" X 3/4" WATER LINE TAP
WITH THRUST BOCK
STA: 2+99.14, OFF: 5.00'R
HYDRANT ASSEMBLY
8" X 6" SWIVEL TEE WITH
THRUST BLOCK AND 6" GV
STA: 3+72.68, OFF: 5.00'R
8" X 1.5" IRRIGATION LINE TAP
WITH THRUST BOCK
STA: 2+56.74, OFF: 5.00'R
4" STORM DRAIN CROSSING
STA: 3+69.63, OFF: 5.00'R
EXISTING GROUND
ROAD CENTERLINE
DESIGN PROFILE
3+00 4+00 5+00 6+00 7+00
5090
5094
5082
5084
5086
5088
AVONDALE ROAD
1+00 2+00 3+00 4+00
5094
5086
5088
5090
5092
3+00 4+00 5+00
5084
5086
5088
5090
5092
5076
5078
5080
5082
ALIGNMENT 'A'
ALIGNMENT 'B'
1+00 2+00
5080
5082
0 20' 40' 80'
VERTICAL SCALE: 1"= 4'-0"
120'
ALIGNMENT 'C' HORIZONTAL SCALE: 1"= 40'-0"
5084
2+00
5088
5084
5086
WATER PLAN &
PROFILE
14
14
MATCHLINE-ALIGN 'B'
MATCHLINE-ALIGN 'C'
MATCHLINE-ALIGN 'E'
MATCHLINE-ALIGN 'D'
MATCHLINE-ALIGN 'K'
MATCHLINE-ALIGN 'C'
MATCHLINE-ALIGN 'A'
MATCHLINE-AVONDALE
MATCHLINE-AVONDALE MATCHLINE-ALIGN 'B'
MATCHLINE-ALIGN 'C'
KEY MAP
KEY MAP
FIRE HYDRANT ASSEMBLY
FIRE HYDRANT
ASSEMBLY
%(1':7%
8" X 6" TEE W/ TB
AND 6" GV
8" X 6" TEE W/ TB
AND 6" GV & 8" GV 3/4" WATER SERVICE (TYP)
4" FIRELINE (TYP)
WATERLINE JOINT
'()/(&7,212)
MAXIMUM PER JOINT
4" FIRELINE (TYP)
1" WATER SERVICE (TYP)
%(1':7%
AND 8" GV
%(1':7%
8" X 8" TEE W/ TB
AND TWO (2) 8" GV
%(1':7%
AND 8" GV
1" WATER SERVICE (TYP)
4" FIRELINE (TYP)
1" WATER SERVICE (TYP)
4" FIRELINE (TYP) 1" WATER SERVICE (TYP)
4" FIRELINE (TYP)
%(1'
W/ TB
%(1':7%
AND 8" GV
TEMP. FIRE HYDRANT
ASSEMBLY
2" WATER SERVICE (TYP)
4" FIRELINE (TYP)
8" X 8" TEE W/ TB
AND TWO (2) 8" GV
8" X 8" TEE W/ TB
AND TWO (2) 8" GV
1" WATER SERVICE (TYP)
4" FIRELINE (TYP)
1" WATER SERVICE (TYP)
4" FIRELINE (TYP) %(1'
W/ TB
%(1'
W/ TB
2" WATER SERVICE (TYP)
4" FIRELINE (TYP)
8" X 8" TEE W/ TB
AND TWO (2) 8" GV
RELOCATE EXISTING.
HYDRANT AS SHOWN
REPLACE EX. BEND W/ 8"
X 6" TEE W/ TB & 6" GV
FIRE HYDRANT
ASSEMBLY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
5080
5082
3+00
6+00
5092
30'
UE,DE &
EAE
30'
UE,DE &
EAE
30'
UE,DE &
EAE
ALIGNMENT 'A'
AVONDALE ROAD
ALIGNMENT 'B'
ALIGNMENT 'C'
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
SERVICE (TYP)
4" FIRE LINE (TYP)
2" WATER
SERVICE (TYP)
8" X 6" TEE W/ TB
6" GV
HYDRANT
ASSEMBLY
4" SEWER
SERVICE (TYP)
11 1/4 DEG. BEND
W/ TB
90 DEG. BEND
W/ TB
90 DEG. BEND W/
TB AND 8" GV
1-1/2" WATER
SERVICE (TYP)
4" FIRE LINE (TYP)
4" SEWER
SERVICE (TYP)
90 DEG. BEND
W/ TB
HYDRANT
ASSEMBLY
8" X 6" TEE W/ TB
6" GV
22 1/2 DEG. BEND
W/ TB
11 1/4 DEG. BEND
W/ TB
4" SEWER
SERVICE (TYP)
96.93 LF 8" PVC SEWERLINE
SMH S-4
SMH S-6
SMH S-3
39.93 LF 8" PVC
WATERLINE
STORM DRAIN
CATCH BASIN
150.81 LF 8" PVC
WATERLINE
149.85 LF 8" PVC WATERLINE
87.11 LF 8" PVC
WATERLINE
96.93 LF 8" PVC SEWERLINE
76.14 LF 8" PVC
WATERLINE
134.10 LF 8" PVC
SEWERLINE
208.03 LF 8" PVC
SEWERLINE
51.82 LF 8" PVC
SEWERLINE
SMH S-1
SMH S-2
SMH S-7
127.96 LF 8" PVC
SEWERLINE
75.92 LF 8" PVC SEWERLINE
39.93 LF 8" PVC WATERLINE
SMH S-5
41 LF 30" RCP
STORM DRAIN
128 LF 30" RCP
STORM DRAIN
107 LF 12" HDPE
STORM DRAIN
60 LF 12" HDPE
STORM DRAIN
60 LF 12" HDPE
STORM DRAIN
122 LF 30" RCP
STORM DRAIN
52 LF 18" HDPE
STORM DRAIN
127 LF 30" RCP
STORM DRAIN
320 LF 30" RCP
STORM DRAIN
8 LF 12" HDPE
STORM DRAIN
103 LF 12" HDPE
STORM DRAIN
60 LF 30" RCP
STORM DRAIN
35 LF 24" HDPE
STORM DRAIN
20 LF 12" HDPE
STORM DRAIN
25 LF 12" HDPE
STORM DRAIN
54 LF 12" HDPE
STORM DRAIN
DIP WATERLINE FOR
SEWER CROSSING
1" WATER
SERVICE (TYP)
64 LF 12" HDPE
STORM DRAIN
28 LF 12" HDPE
STORM DRAIN
STORM DRAIN
CATCH BASIN
RELOCATE EX. HYDRANT AS
SHOWN REPLACE EX. BEND W/
8" X 6" TEE W/ TB & 6" GV
34 LF 12" HDPE
STORM DRAIN
8" X 6" TEE W/ TB
6" GV
62 LF 12" HDPE
STORM DRAIN
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
UTILITY
PLAN-SOUTH
11
0 15' 30' 60' 90' 11
SCALE: 1"= 30'-0"
NORTH
MATCHLINE - SEE SHEET 10
AVONDALE ROAD
KEY MAP
N.T.S.
UTILITY NOTES
1. ALL SANITARY SEWER PIPE IS 8" PVC SDR-35, UNLESS NOTED OTHERWISE..
2. ALL SANITARY SEWER, WATER AND STORMWATER CONSTRUCTION SHALL
CONFORM TO FORT COLLINS SANITATION DISTRICT WASTEWATER AND
STORMWATER DEVELOPMENT CONSTRUCTION STANDARDS AND DETAILS.
3. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III OR BETTER
UNLESS NOTED OTHERWISE.
4. ALL WATERLINE TO BE CONSTRUCTED A MINIMUM OF 5' AND A MAXIMUM OF 6'
(5' TYPICAL) BELOW FINISHED GRADE UNLESS OTHERWISE NOTED.
5. ALL WATERLINE SERVICES TO BE 2" UNLESS NOTED OTHERWISE.
6. PROVIDE 10' HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER MAINS.
7. SEE GRADING PLANS FOR EASEMENT DELINEATION, DIMENSIONS AND
DETAILS.
8. REFER TO GRADING, DRAINAGE AND EROSION CONTROL PLANS FOR
FLOODPLAIN INFORMATION.
9. SEE UTILITY DETAIL SHEETS FOR SERVICE CONNECTION DETAILS.
10. REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO
BE INSTALLED ON THE FIRE LINE RISERS AND DOMESTIC WATER SERVICES.
11. TELEPHONE AND CATV TO BE INSTALLED IN COMMON TRENCH WITH POWER.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
LEGEND
PROPOSED STORM DRAIN
WITH MANHOLE
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
WITH MANHOLE
PROPOSED WATERLINE WITH
VALVE & FIRE HYDRANT
PROPOSED WATERLINE TAP METER
PROPOSED FIRELINE TAP
PROPOSED IRRIGATION LINE
WITH METER
PROPOSED ELECTRIC LINE
PROPOSED GAS LINE
EXISTING SANITARY SEWER
EXISTING WATERLINE
EXISTING STORM DRAIN PIPE
SERVICE (TYP) 8" X 4" TEE W/ TB
4" GV
4" FIRE LINE (TYP)
1" WATER
SERVICE (TYP)
4" FIRE LINE (TYP)
1" WATER
SERVICE (TYP)
4" SEWER SERVICE (TYP)
4" SEWER
SERVICE (TYP)
4" SEWER
SERVICE (TYP)
4" SEWER
SERVICE (TYP)
8" X 4" TEE W/ TB
4" GV
4" SEWER
SERVICE (TYP)
3/4" WATER
SERVICE (TYP)
8" X 4" TEE W/ TB
4" GV
8" X 6" TEE W/ TB
6" GV
HYDRANT
ASSEMBLY
8" X 6" TEE W/ TB
6" GV
90 DEG. BEND
W/ TB
146.76 LF 8" PVC
WATERLINE
165.41 LF 8" PVC SEWERLINE
101.72 LF 8" PVC SEWERLINE
93.32 LF 8" PVC
WATERLINE
SMH N-3
SMH N-2
201.27 LF 8" PVC
WATERLINE
184.22 LF 8" PVC SEWERLINE
SMH N-4
312.25 LF 8" PVC
WATERLINE
SMH N-1
4" FIRE LINE (TYP)
139 LF 24" HDPE STORM DRAIN
85 LF 12" HDPE
STORM DRAIN
39 LF 12" HDPE
STORM DRAIN
22 LF 12" HDPE
STORM DRAIN
STORM DRAIN MH
69 LF 12" HDPE
STORM DRAIN
79 LF 12" HDPE
STORM DRAIN
44 LF 12" HDPE
STORM DRAIN
20 LF 12" HDPE
STORM DRAIN
71 LF 12" HDPE
STORM DRAIN
24 LF 12" HDPE
STORM DRAIN
17 LF 12" HDPE
STORM DRAIN
78 LF 12" HDPE
STORM DRAIN
52 LF 12" HDPE
STORM DRAIN
37 LF 12" HDPE
STORM DRAIN
20 LF 12" HDPE
STORM DRAIN
47 LF 12" HDPE
STORM DRAIN
22 LF 12" HDPE
STORM DRAIN
77 LF 12" HDPE
STORM DRAIN
19 LF 12" HDPE
STORM DRAIN
STORM DRAIN CATCH BASIN
64 LF 12" HDPE
STORM DRAIN
125 LF 12" HDPE
STORM DRAIN
24 LF 12" HDPE
STORM DRAIN
48 LF 12" HDPE
STORM DRAIN
24 LF 12" HDPE
STORM DRAIN
1.5" WATER
IRRIGATION SERVICE
W/ METER
41 LF 12" HDPE
STORM DRAIN
IRRIGATION CONTROLLER
SAWCUT AND REPLACE
EXISTING PAVEMENT
IN THIS AREA
16 LF 24" HDPE STORM DRAIN
STORM DRAIN MH
4" FIRE LINE (TYP)
1" WATER
SERVICE (TYP)
24 LF 12" HDPE
STORM DRAIN
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30' UE
34.6'
31.4'
30'
UE, DE &
EAE
2+00
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
UTILITY
PLAN-NORTH
10
0 15' 30' 60' 90' 10
SCALE: 1"= 30'-0"
NORTH
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
NORTH
KEY MAP
N.T.S.
MATCHLINE - SEE SHEET 11
UTILITY NOTES
1. ALL SANITARY SEWER PIPE IS 8" PVC SDR-35, UNLESS NOTED OTHERWISE..
2. ALL SANITARY SEWER, WATER AND STORMWATER CONSTRUCTION SHALL
CONFORM TO FORT COLLINS SANITATION DISTRICT WASTEWATER AND
STORMWATER DEVELOPMENT CONSTRUCTION STANDARDS AND DETAILS.
3. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III OR BETTER
UNLESS NOTED OTHERWISE.
4. ALL WATERLINE TO BE CONSTRUCTED A MINIMUM OF 5' AND A MAXIMUM OF 6'
(5' TYPICAL) BELOW FINISHED GRADE UNLESS OTHERWISE NOTED.
5. ALL WATERLINE SERVICES TO BE 2" UNLESS NOTED OTHERWISE.
6. PROVIDE 10' HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER MAINS.
7. SEE GRADING PLANS FOR EASEMENT DELINEATION, DIMENSIONS AND
DETAILS.
8. REFER TO GRADING, DRAINAGE AND EROSION CONTROL PLANS FOR
FLOODPLAIN INFORMATION.
9. SEE UTILITY DETAIL SHEETS FOR SERVICE CONNECTION DETAILS.
10. REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO
BE INSTALLED ON THE FIRE LINE RISERS AND DOMESTIC WATER SERVICES.
11. TELEPHONE AND CATV TO BE INSTALLED IN COMMON TRENCH WITH POWER.
LEGEND
PROPOSED STORM DRAIN
WITH MANHOLE
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
WITH MANHOLE
PROPOSED WATERLINE WITH
VALVE & FIRE HYDRANT
PROPOSED WATERLINE TAP METER
PROPOSED FIRELINE TAP
PROPOSED IRRIGATION LINE
WITH METER
PROPOSED ELECTRIC LINE
PROPOSED GAS LINE
EXISTING SANITARY SEWER
EXISTING WATERLINE
EXISTING STORM DRAIN PIPE
PERMEABLE PAVEMENT SYSTEM.
6. PLACEMENT OF THE WEARING COURSES
SHALL BE PERFORMED AFTER FINE GRADING
AND LANDSCAPING IN ADJACENT AREAS IS
COMPLETE. IF THE WEARING COURSE
BECOMES CLOGGED DUE TO CONSTRUCTION
ACTIVITIES, CLEAN THE SURFACE WITH A
VACUUM MACHINE TO RESTORE THE
INFILTRATION RATE AFTER CONSTRUCTION IS
COMPLETE.
GRADING NOTES
1. ALL EASEMENTS ARE PROPOSED AND WILL
BE DEDICATED BY THE PLAT. EASEMENTS
ARE LABELED ON THE UTILITY PLAN.
2. THE DRIVES WITHIN THE SITE WILL BE
PRIVATELY OWNED AND MAINTAINED.
THERE WILL BE NO PUBLIC MAINTENANCE
OF THE DRIVES.
3. LIMITS OF STREET CUT SHOWN ARE
APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS
SHALL BE IN ACCORDANCE WITH THE CITY
STREET REPAIR STANDARDS.
4. NO OFF SITE GRADING IS PROPOSED WITH
THIS DEVELOPMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION
METHODS AND DETAILS.
6. ALL SPOT ELEVATIONS SHOWN ARE
FLOWLINE UNLESS NOTED OTHERWISE.
7. ALL RETAINING WALLS FOUR (4) FEET OR
HIGHER WILL REQUIRE A BUILDING PERMIT.
GRADING PLAN
SOUTH
8
8
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
GRADING PLAN
NORTH
7
7
28
29
32
33
30
STORM B PIPE - (24)
STORM B PIPE - (23)
STORM B PIPE - (22)
34
16a
EX. STM MANHOLE AND APPROX. 44 LF OF EX. 30"
D/S STORM DRAIN TO BE REMOVED AND
REPLACED AT GRADE SHOWN.
36.5 LF 24" RCP @ 2.00%
64.10 LF 12"
HDPE @ 6.99%
YARD INLET LATERALS
HDPE N-12 (TYP)
5' TYPE R INLET
RIM EL. = 5087.6
INV IN = 5077.68
INV OUT = 5075.93
STMH B1
20' TYPE R INLET
5' TYPE R INLET
6' DENVER #16 STMH B2
COMBO INLET
STMH C1
TYPE D M-604-11
AREA INLET
RIM EL. = 5070.0
STMH B3
STORM C PIPE - (34)
CORE DRILL
12" HDPE
STORM B PIPE - (21)
STORM C PIPE - (59)
24" ADS
AREA DRAIN
RIM: 5091.50
INV: 5089.50
24" ADS
AREA DRAIN
RIM: 5090.44
INV: 5087.87
24" ADS
AREA DRAIN
RIM: 5094.25
INV: 5088.18
66.15 LF 12" HDPE @ 4.07%
24" ADS
AREA DRAIN
RIM: 5091.00
INV: 5085.05
24" ADS
AREA DRAIN
RIM: 5091.20
INV: 5085.09
24" ADS
AREA DRAIN
RIM: 5090.74
INV: 5087.57
24" ADS
AREA DRAIN
RIM: 5083.40
INV: 5078.42
24" ADS
AREA DRAIN
RIM: 5083.40
INV: 5078.83
24" ADS
AREA DRAIN
RIM: 5083.40
INV: 5079.05
53.65 LF 12" HDPE @ 1.0%
54.47 LF 12" HDPE @ 1.0%
7.00 LF 6" PVC
@ 1.00%
7.00 LF 6" PVC
@ 1.00%
2' SIDEWALK
CHASE AND
CURB CUT
7.00 LF 6" PVC
@ 1.00%
7.00 LF 6" PVC
@ 1.00%
35.54 LF 12"
HDPE @ 5.97%
STORM C PIPE - (60)
CORE DRILL
12" HDPE
61.24 LF 12"
HDPE @ 5.97%
72.51 LF 12"
HDPE @ 5.97%
50.00 LF 12"
HDPE @ 4.07%
6.65 LF 12"
RCP @ 7.50%
16.4 LF 12" HDPE @ 2.01%
24" ADS
AREA DRAIN
RIM: 5083.32
INV: 5075.00
12.38 LF 6"
PVC @ 1.00%
20.00 LF 8"
HDPE @ 4.20%
EXIST. FIRE HYDRANT
IS TO BE RELOCATED
CORE DRILL
12" HDPE
35.45 LF 12"
HDPE @ 6.99%
TEE
12" HDPE
TEE
12" RCP
92.88
INV.
92.03
INV.
90.60
INV.
90.47
INV.
12" TEE
INV=5084.21
28.27 LF 12" HDPE @ 1.0%
25.65 LF 12" HDPE @ 1.0%
20.07 LF 12" HDPE @ 1.0%
24" BASIN
COVERED LID
INV.=78.22
12" TEE
12" TEE INV.=78.57
INV.=78.76
2' SIDEWALK
CHASE
95.45
INV.
95.38
INV.
94.60
INV.
94.54
INV.
89.45
INV.
89.38
INV.
88.65
INV.
88.57
2' SIDEWALK INV.
CHASE
45.12 LF HDPE @ 1.75%
2' CURB CUT
(TYP X3)
SEE SEPARATE
L.I.D. PLAN SET
FOR SUBDRAIN
DETAILS
S1
0.560 0.43
8.0 LF 8"
HDPE @ 2.05%
93.86
INV.
93.69
INV.
4'
VALLEY
PAN
24" ADS
AREA DRAIN
RIM: 5083.22
INV: 5081.22
87.11 LF 12"
HDPE @ 1.75%
12" TEE
INV: 5080.43
12" FES
INV: 5078.90
EXISTING MANHOLE
STORM C PIPE - (59)
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
MATCHLINE
(SEE SHEET 6 OF 9)
1-800-922-1987
NOTES
1. SEE SHEET 5 FOR DRAINAGE DATA SUMMARY TABLE
2. SEE SHEETS 19 - 21 FOR STORM DRAIN
PLAN & PROFILES.
MATCHLINE
(SAME SHEET)
MATCHLINE
(SAME SHEET)
LEGEND:
DRAINAGE BASIN I.D.
DESIGN POINT
OVERLAND
FLOW DIRECTION
#
#
0.000 0.00 MINOR STORM RUNOFF COEFFICIENT
DRAINAGE BASIN AREA (AC)
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C2.0_Drainage Plans.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
DRAINAGE PLAN
SOUTH
6
6
SOUTH WALL OF INLET BOX
TO ACCEPT PIPING FROM
PROPOSED DEVELOPMENT
STMH A2 W/ NEENAH
R-2553 GRATE
RIM EL. = 5080.33
INV. EL. (W) = 5075.30
INV. EL. (E) = 5075.10
24" ADS
AREA DRAIN
RIM: 5098.25
INV: 5096.25
24" ADS
AREA DRAIN
RIM: 5093.00
INV: 5091.00
24" ADS AREA DRAIN
RIM: 5085.25
INV: 5083.25
24" ADS
AREA DRAIN
RIM: 5080.25
INV: 5078.25
24" ADS AREA DRAIN
RIM: 5098.25
INV: 5095.30
12" TEE
INV: 5089.90
12" TEE
INV: 5082.76
24" ADS AREA DRAIN
RIM: 5079.91
INV: 5077.45
24" ADS
AREA DRAIN
RIM: 5098.25
INV: 5095.79
24" ADS AREA DRAIN
RIM: 5098.25
INV: 8093.60
24" ADS
AREA DRAIN
RIM: 5094.20
INV: 5090.81
24" ADS
AREA DRAIN
RIM: 5092.34
24" ADS
AREA DRAIN
RIM: 5092.76
INV: 5086.60
24" ADS
AREA DRAIN
RIM: 5088.15
INV: 5083.50
24" ADS
AREA DRAIN
RIM: 5084.85
INV: 5081.13
24" ADS
AREA DRAIN
RIM: 5084.50
INV: 5080.18
24" ADS
AREA DRAIN
RIM: 5094.25
INV: 5090.22
24" ADS
AREA DRAIN
RIM: 5094.25
INV: 5092.25
25.00 LF 12"
HDPE @ 4.07%
45.82 LF 12"
HDPE @ 1.00%
47.06 LF 12"
HDPE @ 1.00%
46.83 LF 12"
HDPE @ 3.64%
76.60 LF 12"
HDPE @ 3.64%
76.12 LF 12"
HDPE @ 1.16%
39.91 LF 12"
HDPE @ 4.96%
36.83 LF 12"
HDPE @ 6.05%
64.60 LF 12"
HDPE @ 3.67%
23.78 LF 12"
HDPE @ 0.51%
71.42 LF 12"
HDPE @ 0.51%
79.12 LF 12"
HDPE @ 1.20%
21.96 LF 12"
HDPE @ 2.55%
68.75 LF 12"
HDPE @ 0.33%
12" TEE
INV: 5078.02
34.29 LF 12"
HDPE @ 6.27%
EXIST. 24" RCP
EXIST. 36" RCP
12" ELBOW
INV: 5083.13
12" ELBOW
INV: 5090.79
37.30 LF 12"
HDPE @ 5.78%
63.98 LF 12"
HDPE @ 2.00%
12" HDPE
INV: 5074.48
12" ELBOW
INV: 5091.23
25.00 LF 12"
HDPE @ 4.07%
SEE SEPARATE
L.I.D. PLAN SET
FOR SUBDRAIN
DETAILS
S3
0.235 0.29
N6
0.830 0.71
N7
0.900 0.25
OS-1
0.401 0.61
18.42 LF 12"
HDPE @ 1.16%
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
MATCHLINE
(SEE SHEET 7 OF 9)
DRAINAGE DATA SUMMARY TABLE
1-800-922-1987
LEGEND:
DRAINAGE BASIN I.D.
DESIGN POINT
OVERLAND FLOW DIRECTION
#
#
0.000 0.00 MINOR STORM RUNOFF COEFFICIENT
DRAINAGE BASIN AREA (AC)
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C2.0_Drainage Plans.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
NOTES
1. SEE SHEETS 19 - 21 FOR STORM DRAIN
PLAN & PROFILES.
DRAINAGE PLAN
NORTH
5
5
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.) TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE
FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS
ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR.
(A.) ALONG LOT PERIMETER.
(B.) OTHER LOCATIONS, IF NEEDED.
(16.) 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/COUNTY.
Mobilization Fdn. Excav'n Site Grading Vertical Const. Flatwork Inst. Landscaping
Demobilization
Best Management Practices (BMP's)
Structural "Installation"
Silt Fence
Vehicle Tracking Pad
Inlet Protection (Any existing inlets
downstream of site)
Sediment Trap / Filter (in Detention Basin)
Contour Furrows (Ripping / Disking)
Flow Barriers / Wattle Dikes
Riprap Armoring
*All BMP's are to be removed once
construction is complete
Vegetative
Temporary Seeding / Planting
Any time the site will sit
dormant longer than 30 days.
Mulching / Sealant
Any time the site will sit
dormant longer than 30 days.
Sod Installation
Permanent Seeding / Planting
Rolled Products (Netting / Blankets / Mats)
Any time the site will sit
dormant longer than 30 days.
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: T:\Projects\1000 General\1053 TFG\1053-001 RidgewoodHills4th\DWGS\C5.0_Erosion Control Plan.dwg
PLOT DATE: 11/19/2013 7:34 AM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE RD & TRIANGLE
FORT COLLINS, COLORADO
111-122FC
AUG 07, 2014
FP
41
EROSION
CONTROL PLAN
4
4
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 ENGINEER 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 5.5 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 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 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 FINAL DRAINAGE AND EROSION CONTROL STUDY,"FINAL EROSION
CONTROL STUDY FOR "ASPEN HEIGHTS" BY OWEN CONSULTING GROUP 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 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 CITY OF FORT
COLLINS ENGINEERING 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 ENGINEERS 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'S 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 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 FLOODPLAIN
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 CITY OF
FORT COLLINS 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. (CITY OF FORT COLLINS, COUNTY OR STATE), 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 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 THE CITY OF FORT COLLINS.
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 CITY OF FORT COLLINS'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. PROJECT BENCHMARKS:ELEVATIONS ARE BASED ON THE CITY OF FORT COLLINS BENCHMARK NO. 42-97,
WITH A PUBLISHED ELEVATION OF 4966.75 AND CITY OF FORT COLLINS BENCHMARK NO. 1-00, ELEVATION OF
4965.57 (NGVD 1929 UNADJUSTED).
41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS EXCEPT AT FLOWLINE PROFILES OR 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 ORIGINAL 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 CITY OF FORT COLLINS TRAFFIC
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:
48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: NONE
GENERAL NOTES
3
3
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.
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.
THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE
STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY.
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.
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.
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 THE CITY OF
FORT COLLINS OR HOMEOWNERS ASSOCIATION (HOA).
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 BUILDINGS 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.
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 PROPERTY DISPOSED OF PRIOR TO THE AREA BEING RESTORED.
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 OF FORT COLLINS.
ALL VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT,
INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS,
I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB AND GUTTER OR ROADWAY AS A RAMP TO ACCESS
TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR
BUILDING SITES.
B. STREET IMPROVEMENTS NOTES:
1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THESE PLANS AS WELL AS THE STREET
IMPROVEMENTS NOTES LISTED HERE.
2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED TRAFFIC ENGINEER, MUST BE
SUBMITTED TO THE CITY OF FORT COLLINS TRAFFIC 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.
2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "ASPEN HEIGHTS" BY
OWEN CONSULTING GROUP INC. 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. WATERLINE NOTES:
1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS
OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITY DEPARTMENT.
F. SEWER MAIN NOTES AND SPECIFICATIONS:
1. SANITARY SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS' MOST RECENT
SANITARY SEWER SPECIFICATIONS. A COPY OF THE SPECIFICATIONS MAY BE OBTAINED FROM THE CITY OF
FORT COLLINS WATER/WASTEWATER UTILITY DEPARTMENT AT 700 NORTH WOOD STREET IN FORT COLLINS.
2. SANITARY SEWER PIPE MATERIAL SPECIFICATIONS ARE AS FOLLOWS:
A. POLYVINYL CHLORIDE PIPE (PVC) - ALL PVC SEWER PIPE SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE
PLASTIC GRAVITY SEWER PIPE "J-M RING-TITE PVC SEWER", "CERTAIN TEED FLUID-TITE PVC GRAVITY SEWER
PIPE", OR APPROVED EQUAL WITH INTEGRAL WALL BELL AND SPIGOT JOINTS. PIPE SHALL BE MADE FROM
MATERIALS CONFORMING TO ASTM D1784. THE PIPE SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER
CONDUIT WITH PROVISIONS MADE FOR CONTRACTION AND EXPANSION AT EACH JOINT WITH A RUBBER RING.
ALL GRAVITY SEWER PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM D3034 AND HAVE A
STANDARD DIMENSION RATIO (SDR) OF 35 OR LESS. THE MINIMUM PIPE STIFFNESS AT 5% DEFLECTION SHALL BE
46 PSI WHEN TESTED IN ACCORDANCE WITH ASTM D24212.
3. ALL SEWER LINES SHALL BE TESTED BY THE CONTRACTOR FOR WATER TIGHTNESS PRIOR TO BEING PLACED
INTO SERVICE. ALL SERVICE CONNECTIONS SHALL BE COMPLETED PRIOR TO TESTING. TESTING SHALL BE
DONE BY AIR PRESSURE TESTING IN ACCORDANCE WITH THE CITY'S SPECIFICATIONS. IF ANY LEAKS ARE
DISCOVERED THEY SHALL BE LOCATED AND REPAIRED AT THE CONTRACTOR'S EXPENSE AND THE LINE
RE-TESTED. ALL TESTING SHALL BE OBSERVED BY THE CITY OF FORT COLLINS INSPECTOR.
4. DISTANCES SHOWN FOR SANITARY SEWER ARE THE HORIZONTAL DISTANCES FROM CENTER OF MANHOLE TO
CENTER OF MANHOLE. THEREFORE, DISTANCES SHOWN ON THE PLANS ARE APPROXIMATE AND COULD VARY
DUE TO VERTICAL ALIGNMENT AND MANHOLE WIDTHS.
5. SANITARY SEWER SERVICE WYES SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY WATER SERVICE.
6. RIM ELEVATIONS SHOWN ARE APPROXIMATED ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE
CONTRACTOR SHALL USE PRE CAST CONCRETE ADJUSTMENT RINGS TO ADJUST THE MANHOLE FRAME TO
MATCH THE FINISHED STREET SURFACE, SUCH THAT THERE ARE NO MORE THAN SIXTEEN (16) INCHES FROM
FINISHED GRADE TO THE TOP OF THE CONE SECTION.
7. MANHOLE COVERS SHALL BE ALIGNED TO PROVIDE A MINIMUM OF THREE (3) FEET CLEARANCE BETWEEN THE
MANHOLE RING AND THE LIP OF GUTTER.
8. ALL EXISTING AND PROPOSED MANHOLE COVERS SHALL BE ADJUSTED TO 1/4 INCH BELOW THE FINISHED
STREET SURFACE.
9. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF ALL POINTS OF
CONNECTION AND UTILITY CROSSINGS PRIOR TO INSTALLING ANY SEWER MAIN PIPE. IF A DESIGN
MODIFICATION IS REQUIRED IT SHALL BE COORDINATED WITH THE ENGINEER AND APPROVED BY THE CITY OF
FORT COLLINS.
10. THE CONTRACTOR SHALL CONSTRUCT THE SEWER SERVICES TO THE BACK OF THE UTILITY EASEMENT AND
SHALL MARK THE LOCATION OF THE END OF THE SERVICE WITH A 4" X 4" WOOD POST EXTENDING FROM THE
SANITARY SEWER SERVICE TO TWO (2) FOOT ABOVE FINISHED GRADE.
11. THE CONTRACTOR SHALL VACUUM TEST ALL SANITARY SEWER MANHOLES PRIOR TO ACCEPTANCE.
12. OUTSIDE DROP OF DROP MANHOLES SHALL BE ENCASED IN CONCRETE PER CITY'S REQUIREMENTS.
13. ALL FOUR INCH (4") SANITARY SEWER LATERALS SHALL BE INSTALLED AT A POSITIVE GRADE OF 2.0% (1/4"
PER FOOT) FROM THEIR CONNECTION TO THE SANITARY SEWER MAIN TOWARDS THE PROPOSED STRUCTURE.
THIS GRADE SHALL BE HELD TO ACHIEVE THE MAXIMUM DEPTH POSSIBLE FOR THE SANITARY SEWER LATERAL
AT THE BUILDING FOUNDATION. A DECREASE OR FLATTENING OF THE GRADE SHALL NOT BE ALLOWED. AN
INCREASE OR STEEPENING OF THE GRADE MAY BE ALLOWED IN CERTAIN SITUATIONS ONLY UPON APPROVAL
OF THE ENGINEER.
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.
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 TRAFFIC ENGINEER.
5. 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
)257&2//,16,163(&725$1'35,2572,167$//$7,212)$63+$/7*877(567+$7+2/'025(7+$1ó,1&+
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 TRAFFIC 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 SIGNS AND PAVEMENT MARKING CONSTRUCTION NOTES:
1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON 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 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 NOTES:
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).
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
GENERAL NOTES
2
2
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30' UE
34.6'
31.4'
30'
UE, DE &
EAE
30'
UE, DE &
EAE
30'
UE, DE &
EAE
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE
LANDSCAPE ARCHITECT.
ATTN:
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY:
FILE LOCATION: O:\Current Projects\111-Owen Consulting\122FC-Ridgewood\AutoCAD\FP and FUP\DWG\Ridgewood FUP.dwg
PLOT DATE: 8/1/2014 1:08 PM
PROJECT NUMBER:
DATE:
PHASE:
M. TIMM DEVELOPMENT
BILL TIMM
233 CARILLO STREET
SANTA BARBARA, CA 93101
(805) 963-0358
RIDGEWOOD HILLS
FOURTH FILING
AVONDALE ROAD & TRIANGLE DRIVE
FORT COLLINS, COLORADO
111-122FC
DEC 13, 2013
FP
41
1269 N Cleveland Ave, Loveland CO 80537
(970) 669.3737
design@tfgdesign.com www.tfgdesign.com
OVERALL UTILITY
PLAN
9
0 30' 60' 120' 180' 9
SCALE: 1"= 60'-0"
NORTH
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
NORTH
LEGEND
PROPOSED STORM DRAIN
WITH MANHOLE
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
WITH MANHOLE
PROPOSED WATERLINE WITH
VALVE & FIRE HYDRANT
PROPOSED WATERLINE TAP METER
PROPOSED FIRELINE TAP
PROPOSED IRRIGATION LINE
WITH METER
PROPOSED ELECTRIC LINE
PROPOSED GAS LINE
EXISTING SANITARY SEWER
EXISTING WATERLINE
EXISTING STORM DRAIN PIPE
UTILITY NOTES
1. ALL SANITARY SEWER PIPE IS 8" PVC SDR-35, UNLESS NOTED OTHERWISE..
2. ALL SANITARY SEWER, WATER AND STORMWATER CONSTRUCTION SHALL
CONFORM TO FORT COLLINS SANITATION DISTRICT WASTEWATER AND
STORMWATER DEVELOPMENT CONSTRUCTION STANDARDS AND DETAILS.
3. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III OR BETTER
UNLESS NOTED OTHERWISE.
4. ALL WATERLINE TO BE CONSTRUCTED A MINIMUM OF 5' AND A MAXIMUM OF 6'
(5' TYPICAL) BELOW FINISHED GRADE UNLESS OTHERWISE NOTED.
5. ALL WATERLINE SERVICES TO BE 2" UNLESS NOTED OTHERWISE.
6. PROVIDE 10' HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER MAINS.
7. SEE GRADING PLANS FOR EASEMENT DELINEATION, DIMENSIONS AND
DETAILS.
8. REFER TO GRADING, DRAINAGE AND EROSION CONTROL PLANS FOR
FLOODPLAIN INFORMATION.
9. SEE UTILITY DETAIL SHEETS FOR SERVICE CONNECTION DETAILS.
10. REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO
BE INSTALLED ON THE FIRE LINE RISERS AND DOMESTIC WATER SERVICES.
11. TELEPHONE AND CATV TO BE INSTALLED IN COMMON TRENCH WITH POWER.
SAN MH N-2
SAN MH N-3
SAN MH N-4
SAN MH S-5
SAN MH S-4
SAN MH S-3
SAN MH S-2
SAN MH S-1
SMH S-7
SAN MH S-6
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" SEWERLINE
8" WATERLINE
FIRE HYDRANT
8" WATERLINE
8" WATERLINE
8" WATERLINE
FIRE HYDRANT
8" WATERLINE
FIRE HYDRANT
8" WATERLINE
8" WATERLINE
TEMP. FIRE HYDRANT
8" WATERLINE
8" X 8" TEE
8" X 8" TEE
8" WATERLINE
RELOCATE EXIST.
FIRE HYDRANT
8" WATERLINE
FIRE HYDRANT
FIRE HYDRANT
8" WATERLINE
8" WATERLINE
8" WATERLINE
FIRE HYDRANT
8" WATERLINE
12" STORM DRAIN
24" STORM DRAIN
12" STORM DRAIN
30" STORM DRAIN
36" STORM DRAIN
12" STORM DRAIN
12" STORM DRAIN
30" STORM DRAIN
12" STORM DRAIN
12" STORM DRAIN
12" STORM
SEWER
12" STORM DRAIN
24" STORM DRAIN
12" STORM DRAIN
24" STORM DRAIN
12" STORM DRAIN
30" STORM DRAIN
30" STORM DRAIN
30" STORM DRAIN
8" X 8" TEE
8" WATERLINE
8" WATERLINE
8" WATERLINE
8" WATERLINE
8" WATERLINE
12" STORM
DRAIN
12" STORM
DRAIN
12" STORM DRAIN
12" STORM DRAIN
CONNECT TO
EXIST. SEWER
SAN MH N-1
12" STORM DRAIN
IRRIGATION
SERVICE
AND METER
CONNECT TO
EXIST. WATER MAIN
12" STORM DRAIN
SAWCUT AND PATCH
PER DETAIL 2201
ON SHEET 30
12" STORM DRAIN
RECORDER ON AUGUST 4, 2000 AS RECEPTION NO. 2000053189.
. . . (WHICH ABOVE DESCRIBED TRACT CONTAINS 10.422 ACRES, MORE OR LESS)
INDEX TO DRAWINGS
DECEMBER 13, 2013
A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 14,
TOWNSHIP 6 NORTH, RANGE 69 WEST, OF THE 6TH PRINCIPLE MERIDIAN, CITY OF
FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
UTILITY PLANS FOR
SUPPLEMENTAL GENERAL NOTES
LEGEND
ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT SOUTH
FORT COLLINS SANITATION DISTRICT UTILITY CONSTRUCTION SPECIFICATIONS AND
REQUIREMENTS.
ALL WATER DISTRIBUTION SHALL CONFORM TO THE MOST CURRENT FORT COLLINS -
LOVELAND WATER DISTRICT UTILITY CONSTRUCTION SPECIFICATIONS AND
REQUIREMENTS.
ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS - LOVELAND
WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF
CONSTRUCTION.
REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO BE INSTALL
ON THE FIRE LINE RISER AND DOMESTIC WATER SERVICES.
ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE
DATE OF CONSTRUCTION.
SEE SHEET 3 FOR THE LARIMER COUNTY URBAN AREA STREET STANDARDS STANDARD
GENERAL NOTES AND STANDARD CONSTRUCTION NOTES.
LIMITS OF STREET CUTS SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
THE FORT COLLINS - LOVELAND WATER DISTRICT SHALL NOT BE RESPONSIBLE FOR THE
MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY.
THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
ONSITE AND OFFSITE DRAINAGE FACILITIES ASSOCIATED WITH THIS PROJECT THAT
ARE OUTSIDE THE PUBLIC RIGHT OF WAY. THIS INCLUDES ALL TRACTS AND
PRIVATE DRIVES.
A DRAINAGE AND EROSION CONTROL REPORT HAS BEEN PREPARED SPECIFICALLY FOR
RIDGEWOOD HILLS. ALL RECOMMENDATIONS INCLUDED IN SAID REPORT SHALL BE
CONSIDERED A PART OF THESE GENERAL NOTES AND SPECIFICATIONS AND SHALL
BE FOLLOWED DURING CONSTRUCTION.
ALL SITE WORK CONSTRUCTION MUST CONFORM TO ADA (AMERICAN DISABILITIES ACT)
REQUIREMENTS FOR HANDICAP ACCESS IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE. CONTRACTOR AND ALL SUBCONTRACTORS TO
THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS.
ALL STORM DRAIN PIPES SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) WITH
R4 JOINTS MEETING THE REQUIREMENTS OF ASTM STANDARD SPECIFICATION C443,
LATEST VERSION, UNLESS OTHERWISE SPECIFIED.
PROPOSED STORM DRAIN
WITH MANHOLE
PROPOSED STORM INLET
PROPOSED SANITARY SEWER
WITH MANHOLE
PROPOSED WATERLINE WITH
VALVE & FIRE HYDRANT
PROPOSED WATERLINE TAP METER
PROPOSED FIRELINE TAP
PROPOSED IRRIGATION LINE
WITH METER
PROPOSED ELECTRIC LINE
PROPOSED GAS LINE
EXISTING SANITARY SEWER
EXISTING WATERLINE
EXISTING STORM DRAIN PIPE
ROAD OR DRIVE AISLE
CENTERLINE
BUILDING SETBACK LINE
EASEMENT LINE
BOUNDARY LINE
PROPOSED CONTOUR
PROPOSED INDEX CONTOUR