HomeMy WebLinkAboutREGISTRY RIDGE SEVENTH FILING, REPLAT OF FILINGS TWO & FOUR - FDP - FDP150015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSUTILITY PLANS FOR
REGISTRY RIDGE SEVENTH FILING
BEING A REPLAT OF TRACT B, AND A PORTION OF TRACT A, OF THE REGISTRY RIDGE P.U.D., SECOND FILING AND ALL OF
REGISTRY RIDGE FOURTH FILING, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MARCH 2015
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY
FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE
LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL
QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS
WERE PREPARED UNDER MY DIRECT SUPERVISION, IN
ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS
AND STATE OF COLORADO STANDARDS AND STATUTES,
RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
KEVIN BRAZELTON, PE #38837 DATE
SCALE: 1"=400'
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
VICINITY MAP
OWNER / DEVELOPER
BQ, LLC
10221 PRESTWICK TRAIL
LONE TREE, CO 80124
CONTACT: 303-587-1966
PHONE: BOB QUINETTE
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
SURVEYOR
KING SURVEYORS, INC.
650 GARDEN DRIVE
WINDSOR, CO 80550
PHONE: 970-686-5011
CONTACT: LARRY PEPEK
PROJECT TEAM
PROJECT COORDINATES
VERTICAL DATUM:
PROJECT VERTICAL DATUM IS NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 10-13
SOUTHEAST CORNER OF SHIELDS ST. AND TRILBY ROAD. , ON A CONCRETE TRAFFIC
SIGNAL BASE.
ELEVATION=5066.93 (NAVD 88 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS 45-01
SOUTH SIDE OF TRILBY ROAD, APPROXIMATELY 0.5 MILES EAST OF TAFT HILL ROAD, ON
AN 8'x8' CONCRETE PAD FOR A WATER VALVE AND A LARGE BLACK PIPE.
ELEVATION=5069.38 (NAVD 88 DATUM)
BASIS OF BEARINGS:
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the Cover Sheet of these plans, as well as the traffic signing and marking construction notes listed here.
2. All symbols, including arrows, ONLY's, crosswalks, stop bars, etc. shall be preformed thermoplastic.
3. All signage shall be per local entity 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. Preformed thermoplastic 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 two 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 two 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.
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion
control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
4. At all times during construction, the developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as
to minimize windblown 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 (striping, 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 cleanup and removal of all sediment and debris from all drainage
SHEET 3
SHEET 3
SHEET 5
SHEET 4
SHEET INDEX
Being a Replat Of Tract B And A Portion of Tract A,
Of The Registry Ridge P.U. D., Second Filing, And Of All Of Registry Ridge Fourth Filing
City Of Fort Collins, County Of Larimer, State Of Colorado
(For Recording Purposes: Part of The Northeast Quarter of Section 15, Township 6 North, Range 69 West of The 6th P.M.)
VICINITY MAP
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KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
1
LAND USE TABLE
LOTS (74) 7.669 ACRES 65%
OUTLOTS (3) 2.323 ACRES 20%
TRACTS (4) 0.844 ACRES 7%
RIGHT OF WAY 0.994 ACRES 8%
TOTAL 11.831 ACRES 100%
CURVE DATA NOTE: Was unable to reconcile all the curve
data components on curves C5, C6, C7 & C8 to match perfectly
with the previous plat data. Elected to hold the Delta Angle
component on those 4 curves and allow the Chord Bearing
component to be the variable data.
N:\2014615\DWG\2014615SUB.dwg, 3/17/2015 8:23:06 AM
7
TRACT A
TRACT B
TRACT C
OUTLOT A
OUTLOT B
OUTLOT C
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
6
6
6
6
6
6
TRACT A
5,307 SQ.FT.
0.122 ACRES
OUTLOT A
17,132 SQ.FT.
0.393 ACRES
LOT 1
3,152 SQ.FT.
LOT 2
3,320 SQ.FT.
LOT 3
3,620 SQ.FT.
LOT 4
3,767 SQ.FT.
LOT 5
3,750 SQ.FT.
LOT 6
3,750 SQ.FT.
LOT 1
5,865 SQ.FT.
LOT 2
4,335 SQ.FT.
LOT 3
3,750 SQ.FT.
LOT 4
3,750 SQ.FT.
LOT 1
3,506 SQ.FT.
BLOCK 1
BLOCK 2
OUTLOT A
17,132 SQ.FT.
0.393 ACRES
LEGEND
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
LOT 10
4,790 SQ.FT.
LOT 4
6,927 SQ.FT.
LOT 5
7,358 SQ.FT.
LOT 6
7,414 SQ.FT.
LOT 7
7,138 SQ.FT.
LOT 8
7,113 SQ.FT.
LOT 9
5,744 SQ.FT.
LOT 10
6,291 SQ.FT.
BLOCK 8
SHEET 3
SHEET 3
SHEET 5
SHEET 4
SHEET INDEX
KING SURVEYORS
TRACT B
13,744 SQ.FT.
0.316 ACRES
OUTLOT B
16,800 SQ.FT.
0.386 ACRES
4,335 SQ.FT.
LOT 1
3,506 SQ.FT.
LOT 2
3,500 SQ.FT.
LOT 6
3,188 SQ.FT.
LOT 5
3,187 SQ.FT.
LOT 4
3,188 SQ.FT.
LOT 3
4,037 SQ.FT.
LOT 14
3,341 SQ.FT.
LOT 13
3,429 SQ.FT.
LOT 1
3,278 SQ.FT.
LOT 2
3,200 SQ.FT.
LOT 3
3,827 SQ.FT.
LOT 4
3,787 SQ.FT. LOT 5
3,187 SQ.FT.
LOT 6
3,187 SQ.FT.
LOT 7
3,187 SQ.FT.
LOT 8
3,187 SQ.FT.
LOT 9
3,187 SQ.FT.
LOT 10
3,187 SQ.FT.
LOT 11
3,787 SQ.FT.
LOT 12
4,036 SQ.FT.
LOT 10
6,291 SQ.FT.
BLOCK 3
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9 BLOCK 8
OUTLOT A
17,132 SQ.FT.
0.393 ACRES
BLOCK 9
TRACT B
13,744 SQ.FT.
0.316 ACRES
TRACT C
10,023 SQ.FT.
0.230 ACRES
TRACT D
7,723 SQ.FT.
0.177 ACRES
LOT 1
3,921 SQ.FT.
LOT 2
3,865 SQ.FT.
LOT 3
4,037 SQ.FT.
LOT 4
4,117 SQ.FT.
LOT 5
4,125 SQ.FT.
LOT 6
4,125 SQ.FT.
LOT 7
4,125 SQ.FT.
LOT 8
4,432 SQ.FT. LOT 1
4,577 SQ.FT.
LOT 2
4,125 SQ.FT.
LOT 3
4,125 SQ.FT.
LOT 4
4,125 SQ.FT.
LOT 5
4,125 SQ.FT.
LOT 6
4,125 SQ.FT.
LOT 7
4,125 SQ.FT.
LOT 8
4,125 SQ.FT.
LOT 9
4,125 SQ.FT.
LOT 10
4,790 SQ.FT.
LOT 1
5,244 SQ.FT.
LOT 2
3,956 SQ.FT.
LOT 3
4,163 SQ.FT.
LOT 4
4,172 SQ.FT.
LOT 5
4,172 SQ.FT.
LOT 6
4,163 SQ.FT.
LOT 7
3,954 SQ.FT.
LOT 8
5,219 SQ.FT.
LOT 1
5,344 SQ.FT.
LOT 2
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
EXISTING CONDITIONS
& REMOVALS - NORTH
C100
N/A
40'
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE
FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION
ACTIVITIES.
5. EXISTING SEWER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE REMOVED TO THE MAIN PER
SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS (LATEST EDITION.)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
EXISTING CONDITIONS
& REMOVALS - SOUTH
C101
N/A
40'
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE
FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION
ACTIVITIES.
5. EXISTING SEWER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE REMOVED TO THE MAIN PER
SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS (LATEST EDITION.)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
HORIZONTAL CONTROL AND
PAVEMENT PLAN NORTH
C200
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
1. ALL DIMENSIONS AND LINE AND CURVE
INFORMATION ARE MEASURED TO CURB FLOW
LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL REFER TO AND
COORDINATE WITH THE APPROVED LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE
FEATURES SUCH AS LANDSCAPE WALLS,
SEEDING/SOD, LANDSCAPE ROCK AND MULCH,
ETC.
3. SEE SOILS REPORT FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. CONCRETE SIDEWALKS ADJACENT TO PUBLIC
RIGHT-OF-WAY SHALL BE 6-INCH MINIMUM
THICKNESS.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC)
SHALL BE INSTALLED WITH TRUNCATED DOME
WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD
DETAILS.
6. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
7. 2-INCH MILL AND OVERLAY OF ENTERPRISE DRIVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
HORIZONTAL CONTROL AND
PAVEMENT PLAN SOUTH
C201
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
1. ALL DIMENSIONS AND LINE AND CURVE
INFORMATION ARE MEASURED TO CURB FLOW
LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL REFER TO AND
COORDINATE WITH THE APPROVED LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE
FEATURES SUCH AS LANDSCAPE WALLS,
SEEDING/SOD, LANDSCAPE ROCK AND MULCH,
ETC.
3. SEE SOILS REPORT FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. CONCRETE SIDEWALKS ADJACENT TO PUBLIC
RIGHT-OF-WAY SHALL BE 6-INCH MINIMUM
THICKNESS.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC)
SHALL BE INSTALLED WITH TRUNCATED DOME
WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD
DETAILS.
6. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
7. 2-INCH MILL AND OVERLAY OF ENTERPRISE DRIVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
UTILITY PLAN NORTH
C300
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LEGEND
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM END SECTION
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
GAS LINE
ELECTRIC LINE
STREET LIGHT
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
UTILITY PLAN SOUTH
C301
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LEGEND
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM END SECTION
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
GAS LINE
ELECTRIC LINE
STREET LIGHT
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 30' 60'
SCALE: 1" = 30'
15'
SANITARY SEWER PLAN & PROFILE
LINE A & LINE B
C400
3'
30'
SANITARY SEWER LINE A
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
5. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
6. SANITARY SEWER SERVICES ARE 4" IN SIZE UNLESS NOTED OTHERWISE.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
8. REFER TO SHEETS C300 - C301 FOR SANITARY SERVICE LOCATIONS.
LOT LINES
EASEMENT LINES
RIGHT-OF-WAY
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 30' 60'
SCALE: 1" = 30'
15'
SANITARY SEWER PLAN & PROFILE
LINE C
C401
3'
30'
SANITARY SEWER LINE C
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
5. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
6. SANITARY SEWER SERVICES ARE 4" IN SIZE UNLESS NOTED OTHERWISE.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
8. REFER TO SHEETS C300 - C301 FOR SANITARY SERVICE LOCATIONS.
LOT LINES
EASEMENT LINES
RIGHT-OF-WAY
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 30' 60'
SCALE: 1" = 30'
15'
SANITARY SEWER PLAN & PROFILE
LINE C6
C402
3'
30'
SANITARY SEWER LINE C6
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
5. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
6. SANITARY SEWER SERVICES ARE 4" IN SIZE UNLESS NOTED OTHERWISE.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
8. REFER TO SHEETS C300 - C301 FOR SANITARY SERVICE LOCATIONS.
LOT LINES
EASEMENT LINES
RIGHT-OF-WAY
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
STORM SEWER PLAN & PROFILE
LINES 1, 2 & 3
C500
3'
30'
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. ALL STORM SEWER CONSTRUCTION SHALL SHALL BE PER THE CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS, LATEST EDITION.
4. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES. DESIGN LENGTH OF THE PIPE INCLUDES THE LAYING
LENGTH OF FLARED END SECTIONS.
5. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED
CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS OTHERWISE NOTED.
STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY
POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED
EQUAL.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES UNLESS
OTHERWISE DIRECTED IN THE DRAWINGS.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
STORM SEWER PLAN & PROFILE
LINES 4, 5 & 6
C501
3'
30'
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. ALL STORM SEWER CONSTRUCTION SHALL SHALL BE PER THE CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS, LATEST EDITION.
4. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES. DESIGN LENGTH OF THE PIPE INCLUDES THE LAYING
LENGTH OF FLARED END SECTIONS.
5. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED
CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS OTHERWISE NOTED.
STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY
POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED
EQUAL.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES UNLESS
OTHERWISE DIRECTED IN THE DRAWINGS.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
OVERLOT GRADING
& EROSION CONTROL PLAN NORTH
C600
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2. VEGETATIVE SWALES, PERMEABLE PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY RIDGE SEVENTH FILING.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE, EDGE OF WALK, OR LOT
CORNER UNLESS OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5. REFER TO SHEETS C602-C603 FOR DETAILED GRADING PLANS.
6. REFER TO SHEETS C702-C703 FOR INTERSECTION GRADING PLANS.
7. TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE NORTH AMERICAN
GREEN ERONET S75 OR APPROVED EQUAL.
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
RIPRAP
WATTLE DIKE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
OVERLOT GRADING
& EROSION CONTROL PLAN SOUTH
C601
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2. VEGETATIVE SWALES, PERMEABLE PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY RIDGE SEVENTH FILING.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE, EDGE OF WALK, OR LOT
CORNER UNLESS OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5. REFER TO SHEETS C602-C603 FOR DETAILED GRADING PLANS.
6. REFER TO SHEETS C702-C703 FOR INTERSECTION GRADING PLANS.
7. TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE NORTH AMERICAN
GREEN ERONET S75 OR APPROVED EQUAL.
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
RIPRAP
WATTLE DIKE
CONCRETE
WASHOUT AREA -
FINAL LOCATION
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
DETAILED GRADING PLAN
C602
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
LOT LINES
EASEMENT LINES
CENTERLINE
PROPOSED ROAD
EXISTING ROAD
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
A FHA 'A' LOT
B FHA 'B' LOT
G FHA GARDEN LOT
T TRANSITION LOT
GRADE BREAK
FINISHED GRADE
TF TOP OF FOUNDATION
FG
RIGHT OF WAY
NOTES
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
DETAILED GRADING PLAN
C603
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LOT LINES
EASEMENT LINES
CENTERLINE
PROPOSED ROAD
EXISTING ROAD
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
A FHA 'A' LOT
B FHA 'B' LOT
G FHA GARDEN LOT
T TRANSITION LOT
GRADE BREAK
FINISHED GRADE
TF TOP OF FOUNDATION
FG
RIGHT OF WAY
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
NOTES
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN
CLOSE PROXIMITY TO SEVERAL
UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE
INTERRUPTIONS TO SURROUNDING BUILDINGS
OR PROPERTIES.
3. PAVEMENT SECTION INFORMATION FOR ALL
PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY
SHALL BE APPROVED BY THE CITY OF FORT
COLLINS WITH A FINAL PAVEMENT DESIGN
REPORT DURING CONSTRUCTION PER LARIMER
COUNTY URBAN AREA STREET STANDARDS
(LCUASS) SECTION 10.2.
4. SEE SHEET C701 FOR CENTERLINE AND
FLOWLINE PROFILE INFORMATION.
5. SEE SHEETS C702-C703 FOR INTERSECTION
DETAILS.
6. SEE SHEET C704 FOR STRIPING AND SIGNING
INFORMATION.
7. SEE HORIZONTAL CONTROL PLAN FOR
REFERENCE VALUES FOR COORDINATES
SHOWN.
LOT LINES
EASEMENT LINES
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN
CLOSE PROXIMITY TO SEVERAL
UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE
INTERRUPTIONS TO SURROUNDING BUILDINGS
OR PROPERTIES.
3. PAVEMENT SECTION INFORMATION FOR ALL
PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY
SHALL BE APPROVED BY THE CITY OF FORT
COLLINS WITH A FINAL PAVEMENT DESIGN
REPORT DURING CONSTRUCTION PER LARIMER
COUNTY URBAN AREA STREET STANDARDS
(LCUASS) SECTION 10.2.
4. SEE SHEET C701 FOR CENTERLINE AND
FLOWLINE PROFILE INFORMATION.
5. SEE SHEETS C702-C703 FOR INTERSECTION
DETAILS.
6. SEE SHEET C704 FOR STRIPING AND SIGNING
INFORMATION.
7. SEE HORIZONTAL CONTROL PLAN FOR
REFERENCE VALUES FOR COORDINATES
SHOWN.
LOT LINES
EASEMENT LINES
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
LEGEND
NOTES
1. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE
OR EDGE OF WALK UNLESS OTHERWISE
NOTED.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
PROPOSED CURB & GUTTER
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
0 20' 40'
SCALE: 1" = 20'
10'
INTERSECTION DETAILS
C702
N/A
CHECKED BY: 20'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
NIMITZ DRIVE / BON HOMME RICHARD DRIVE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
NIMITZ DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
NIMITZ DRIVE / CABOT DRIVE (PRIVATE DRIVE)
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
NIMITZ DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
ENTERPRISE DRIVE / BON HOMME RICHARD DRIVE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
HORSE STAGE COURT ALIGNMENT UNLESS OTHERWISE NOTED
ENTERPRISE DRIVE / CABOT DRIVE (PRIVATE DRIVE)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 20' 40'
SCALE: 1" = 20'
10'
INTERSECTION DETAILS
C703
N/A
CHECKED BY: 20'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CABOT COURT (PRIVATE DRIVE)
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
CABOT COURT ALIGNMENT UNLESS OTHERWISE NOTED
KITTY HAWK COURT (PRIVATE DRIVE)
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
KITTY HAWK COURT ALIGNMENT UNLESS OTHERWISE NOTED
SAIPAN COURT (PRIVATE DRIVE) / ENTERPRISE DRIVE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
SAIPAN COURT ALIGNMENT UNLESS OTHERWISE NOTED
LEGEND
NOTES
1. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE
OR EDGE OF WALK UNLESS OTHERWISE
NOTED.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
PROPOSED CURB & GUTTER
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
BLOCK 3
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SIGNING AND STRIPING PLAN
C704
N/A
N/A
1. ALL SIGNAGE SHALL BE PER CITY OF
FORT COLLINS STANDARDS AND THESE
PLANS OR AS OTHERWISE SPECIFIED IN
MUTCD.
2. EPOXY APPLICATIONS SHALL BE
APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION.
3. ALL SURFACES SHALL BE
THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR
MARKINGS.
4. THE DEVELOPER INSTALLING SIGNS
SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL
UNDERGROUND UTILITIES.
5. SPECIAL CARE SHALL BE TAKEN IN
SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
LEGEND
NOTES
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
NTS
STRIPING LEGEND
PAVEMENT MARKING LEGEND
SIGNING LEGEND
1 4" SOLID WHITE LINE
2 DOUBLE YELLOW LINE
(2) 4" SOLID LINES 4" APART
PREFORMED PLASTIC PAVEMENT MARKING
1.5' x 9' CROSSWALK LINES
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SIGNING AND STRIPING PLAN
C705
N/A
40'
1. ALL SIGNAGE SHALL BE PER CITY OF
FORT COLLINS STANDARDS AND THESE
PLANS OR AS OTHERWISE SPECIFIED IN
MUTCD.
2. EPOXY APPLICATIONS SHALL BE
APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION.
3. ALL SURFACES SHALL BE
THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR
MARKINGS.
4. THE DEVELOPER INSTALLING SIGNS
SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL
UNDERGROUND UTILITIES.
5. SPECIAL CARE SHALL BE TAKEN IN
SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
LEGEND
NOTES
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
NTS
STRIPING LEGEND
PAVEMENT MARKING LEGEND
SIGNING LEGEND
1 4" SOLID WHITE LINE
2 DOUBLE YELLOW LINE
(2) 4" SOLID LINES 4" APART
PREFORMED PLASTIC PAVEMENT MARKING
1.5' x 9' CROSSWALK LINES
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
DRAINAGE PLAN
C800
N/A
CHECKED BY: 60'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
00 60' 120'
SCALE: 1" = 60'
30'
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. VEGETATIVE SWALES, PERMEABLE
PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY
THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD
OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY
RIDGE SEVENTH FILING.
LEGEND
NOTES
D-101
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
BASIN BOUNDARY
DESIGN POINT
FLOW DIRECTION
DRAINAGE SUMMARY
Basin Design
Point
Area
%I C2 C100
Q2 Q100
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
SITE/ROADWAY
C900
N/A
N/A
2"R.
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
X=2' min. Driveway Width Varies
6"
Lip
FL
Back of curb
Right of Way line
Detached
Sidewalk
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
SITE/ROADWAY
C901
N/A
N/A
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
SIDEWALK
8" Commercial
(FORT COLLINS ONLY)
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
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Civil Engineering &
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REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
SITE/ROADWAY
C902
N/A
N/A
Note:
1. Set ramp slopes using the center of the ramp.
2. Truncated dome warning panel: Install panels along with the
concrete pour for the ramp. The panel material shall be "Cast In
Tact Warning Panels" or an equivalent material that must be first
approved by the City Engineer, prior to installation. The panel
color shall be red, no other color is approved. Specifications for
the panel material will be provided upon request.
3. Each ramp shall align perpendicular to the street in which
the ramp is provided to cross.
4. Refer to standard drawing 1606 in the Laimer County urban
area street standards for other necessary criteria needed to
construct these ramps that is not specified on this drawing.
5. Construct the ramps and walk so the corner area all drains to
the street.
0.5'
Full height Curb
PT Curb
0" Curb
Flowline
6" Curb
0" Curb
6" Curb
2'-0"
Varies
2'-0"
2'-0"
Varies
6"
Ramp
Width:
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
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www.unitedcivil.com
Civil Engineering &
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REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
WATER
C903
N/A
N/A
NOT TO SCALE
1
C903
2" SQUARE
OPERATING NUT,
OPEN LEFT
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
SANITARY SEWER
C904
N/A
N/A
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
DRAINAGE
C905
N/A
N/A
APPROVED:
DATE:
DRAWN BY: NBJ
12/18/00
APPROVED:
DATE:
DRAWN BY:
1/12/00
SKC
STANDARD CONCRETE NOTES
APPROVED:
DATE:
DRAWN BY:
2/22/05
TDC
APPROVED:
DATE:
DRAWN BY:
11/8/00
NBJ
APPROVED:
DATE:
DRAWN BY: NJB
11/9/00
PLAN
A
A
C
B B
C
SECTION A-A
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
CONSTRUCTION DETAILS
DRAINAGE
C906
N/A
N/A
DWG SIZE A SCALE 1:1 SHEET 1 OF 1 DWG NO. 7001-110-011 REV E
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN SPECIFICATIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-10-00
DRAWN BY CJA
3-10-00
CJA
Section 2721
Engineered Surface Drainage Products
GENERAL
PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile
iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The
surface drainage inlets shall be as manufactured by Nyloplast, a division of Advanced Drainage Systems, Inc., or prior approved equal.
MATERIALS
The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the
specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the
specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The flexible
elastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to
manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class
12454.
The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8", 10", 12", 15", 18", 24", and 30" and shall be made specifically
for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable
of supporting H-20 wheel loading for traffic areas or H-10 loading for pedestrian areas. 12" and 15" square grates will be hinged to the frame using pins. Metal
used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. Grate shall be provided painted black.
INSTALLATION
The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be
crushed stone or other granular material meeting the requirements of class 2 material as defined in ASTM D2321. Bedding and backfill for surface drainage
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
DRAINAGE
C907
N/A
N/A
UPSTREAM
NOT TO SCALE
1
C907
DOWNSTREAM
TOP VIEW
HEADWALL
FRONT VIEW (TYP. BOTH SIDES)
6" THICK WINGWALL AND FOOTER WITH
NO. 4 REBAR @ 12" O.C. VERT. AND HORIZ.
CENTERED WITHIN WALL
ELEV.=5069.20
ELEV.=5068.00
15"
ELEV.=5065.46 ELEV.=5065.46
EXPANSION JOINT MATERIAL
OPTIONAL MATERIAL
REBAR FROM WINGWALL
FOOTING CONTINUE INTO
OUTLET WALL
6"
6"
TOP OF WINGWALL
8' 18" 18"
TOP VIEW
HEADWALL
FRONT VIEW (TYP. BOTH SIDES)
6" THICK WINGWALL AND FOOTER WITH
NO. 4 REBAR @ 12" O.C. VERT. AND HORIZ.
CENTERED WITHIN WALL
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
EROSION CONTROL
C908
N/A
N/A
SF
APPROVED:
DATE:
DRAWN BY:
12/27/00
NBJ
APPROVED:
DATE:
DRAWN BY: NBJ
11-29-2000
APPROVED:
DATE:
DRAWN BY:
01/03/01
NBJ
IP
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
SERVER DESINIT
PATH
DRAWING
DATE TIME
MGRINIT
CONSTRUCTION DETAILS
EROSION CONTROL
C909
N/A
N/A
CWA
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
CONCRETE WASHOUT AREA
NOT TO SCALE
1
C909
2
C909
WATTLE INSTALLATION DETAIL
NOT TO SCALE
3
C909
VTC
ROCK SOCK
NOT TO SCALE
4
C909
ELEV.=5069.05
ELEV.=5067.75
15"
ELEV.=5065.22 ELEV.=5065.22
EXPANSION JOINT MATERIAL
OPTIONAL MATERIAL
REBAR FROM WINGWALL
FOOTING CONTINUE INTO
OUTLET WALL
6"
6"
TOP OF WINGWALL
8' 18" 18"
FINISHED GRADE
ELEV.=5067.22
FINISHED GRADE
ELEV.=5067.46
inlets shall be placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade. No brick, stone
or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured under and around the
grate and frame. The concrete slab must be designed taking into the consideration local soil conditions, traffic loading, and other applicable design factors. For
other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-211
REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
15 IN DOME GRATE ASSEMBLY
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 3-7-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
3-7-06
CJA
1599CGD
APPROX. DRAIN AREA = 115.49 SQ IN
APPROX. WEIGHT WITH FRAME = 47.30 LBS
6.00
2.47
ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE
QUALITY: MATERIAL SHALL CONFORM TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-230
DUCTILE IRON
.93
NOT TO SCALE
2
C906
NYLOPLAST DRAIN BASIN DETAILS
NOT TO SCALE
1 CDOT TYPE R INLET DETAILS
C906
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH STANDARD GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 1-23-06
DRAWN BY EBC
1-23-06
CJA
5 ADAPTER
ANGLES
9$5,$%/(
ACCORDING TO
PLANS
A
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN ON 8" - 24", 10" MIN ON 30")
4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN
1 - 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS
ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR
CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
$'$37(56&$1%(02817('21$1<$1*/(7272'(7(50,1(0,1,080$1*/(
BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014.
6 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE
RATED FOR LIGHT DUTY APPLICATIONS ONLY
9 - DOME GRATES HAVE NO LOAD RATING
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
SECTION B-B
SECTION C-C DETAIL 1
APPROVED:
DATE:
DRAWN BY: NBJ
1/28/09
NOTES:
1. TO BE USED FOR POROUS LANDSCAPE DETENTION PONDS.
2. IMPERVIOUS MEMBRANE NOT REQUIRED FOR PONDS.
3. PLACE PERFORATED DRAINS PER PLANS.
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Varies
2'-0"
6"
6"
2'
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
1
C902 NOT TO SCALE
6"
2"R.
6" 6"
12"
1 1/2"R.
6"
4 1/2"
ONSITE VERTICAL CURB & GUTTER
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
OUT FALL CURB & GUTTER
1"
1'-6"
6"
2"R.
1 1/2"R.
6"
4 1/2"
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
1"
1'-6"
6" 6"
12"
1"
2' CONCRETE PAN
2'
6" CONCRETE
NOTES:
1. THE ABOVE PAVEMENT SECTION WAS TAKEN FROM THE TERRACON REPORT ENTITLED "GEOTECHNICAL
ENGINEERING REPORT, REGISTRY RIDGE P.U.D.-2ND FILING, FORT COLLINS, CO", DATED JULY 25, 2006,
TERRACON PROJECT NO. 20065097. REFER TO THIS REPORT FOR PERFORMANCE SPECIFICATIONS AND OTHER
RECOMMENDATIONS.
2. CONTRACTOR SHALL NOTE THAT, PER THE REFERENCED GEOTECHNICAL REPORT, THE ABOVE REFERENCED
PAVEMENT SECTION IS PRELIMINARY IN NATURE AND FOR BIDDING/PLANNING PURPOSES ONLY. CONTRACTOR
SHALL CONTRACT A GEOTECHNICAL ENGINEER TO PROVIDE A FINAL PAVEMENT SECTION DESIGN AFTER
UNDERGROUND UTILITIES ARE INSTALLED AND SUBGRADE IS CUT TO ROUGH GRADE.
3. PERMEABLE PAVER COLOR SHALL BE ANTIQUE TERRA COTTA (OR APPROVED AREA) LAID IN HERRING BONE
PATTERN.
4" HOT MIX ASPHALT
6" AGGREGATE
BASE COURSE (CLASS 6)
12" TREATED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
NOT TO SCALE
3
C902
PAVEMENT
8"
1'-2" #5 REBAR T&B
8" RIBBON CURB
12" SUB-BASE
(#2 ROCK)
1/8" HAND TIGHT JOINTS
4" BASE (#57 BASE)
2" BEDDING (CRUSHED #8 ROCK)
ECO-PRIORA STONE
BY PAVESTONE
OR APPROVED EQUAL
EDGE RESTRAINT
(DRIVE-OVER CURB &
GUTTER, SEE DETAIL)
EDGE RESTRAINT
(RIBBON CURB, SEE DETAIL)
MINIMUM 30-MIL
HDPE IMPERVIOUS
MEMBRANE
PERMEABLE PAVER SECTION
(SEE PAVEMENT SECTION DETAIL)
4" PERFORATED PVC
PIPE SUB-DRAIN
(SLOPE W/ STREET
GRADE)
NOT TO SCALE
2
C902
MINIMUM 30-MIL
HDPE IMPERVIOUS
MEMBRANE
SUB-GRADE
ATTACHED SIDEWALK DETAIL
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
2' min.
Slope: Minimum
1
4"/ft
Maximum 3"/ft
SLOPE TO
UNDERDRAIN
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
NOT TO SCALE
12
C901
24"
1" RADIUS (TYP.)
NOTE:
1. BOLT SIGN THROUGH POST TOP AND BOTTOM.
2" LETTERING WITH
HELV NARROW FONT
4" LETTERING WITH
HELV NARROW FONT
RESIDENTS 30"
& GUESTS
ONLY
NOT TO SCALE
1
C901
NOTE:
1. BOLT SIGN THROUGH POST TOP AND BOTTOM.
2" LETTERING WITH
HELV NARROW FONT
1-1/2" LETTERING WITH
HELV NARROW FONT
12"
1" RADIUS (TYP.)
18"
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer to Chapter 25 for minimum removal dimensions.
X
Y
W
X
W = Width
t
N.T.S.
SECTION A-A 2"
t
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
A
A
PERSPECTIVE
X=6'-0"
B
B
WALK
Y
t
t
WALK
JOINT
EXPANSION
SECTION B-B
N.T.S.
Ramp if necessary
1:12
max.
Expansion joint if drive
continues as concrete
WALK
6"
W
ASPHALT
W W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
AND WALK
CURB, GUTTER
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
* *
*
High volume driveways (Type III or IV) allowed for 350
30' maximum for 3 car garages.
No single opening shall exceed 36'. Wider driveways
shall be divided w/a median not less than 6' wide.
or greater trip ends/day.
* *
*
ɕ
ɕ
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 1 1/2" 7/8"
2 1/2"
2"
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
$OO1R3DUNLQJVLJQVVKDOOEHLQVWDOOHGDWIURP)ORZ/LQH
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
2' - 3'
FROM F
Street Curb
See Figure 16-1
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
(acre) (cfs) (cfs)
Proposed Basins -Northeast Site
A1 A1 0.17 49% 0.62 0.78 0.30 1.29
A2 A2 0.43 52% 0.64 0.80 0.79 3.45
A3 A3 0.19 54% 0.65 0.81 0.34 1.50
A4 A4 0.63 18% 0.38 0.48 0.68 2.98
Proposed Basins -North Central Site
B1 B1 0.14 2% 0.25 0.31 0.10 0.45
B2 B2 0.89 57% 0.67 0.84 1.70 7.42
B3 B3 0.48 44% 0.57 0.72 0.78 3.42
B4 B4 0.76 60% 0.71 0.88 1.36 5.92
Existing Basins -Adjacent to North Central Site
1D 1D 0.51 69% 0.76 0.95 1.09 4.77
1E 1E 0.09 48% 0.62 0.77 0.15 0.67
Proposed Basins -South Site
C1 C1 0.62 46% 0.59 0.74 0.75 3.29
C2 C2 0.45 57% 0.67 0.84 0.87 3.78
C3 C3 0.34 59% 0.69 0.86 0.66 2.89
C4 C4 1.14 52% 0.64 0.79 2.07 9.02
C5 C5 0.97 60% 0.69 0.86 1.90 8.31
C6 C6 0.91 33% 0.50 0.62 1.29 5.63
C7 C7 0.09 46% 0.60 0.75 0.11 0.47
C8 C8 1.05 40% 0.55 0.68 1.63 7.13
C9 C9 0.86 36% 0.52 0.65 1.27 5.55
C10 C10 0.71 29% 0.47 0.59 0.95 4.13
C11 C11 0.88 22% 0.41 0.51 1.03 4.47
C12 C12 0.13 2% 0.25 0.31 0.09 0.38
Onsite
Total 11.83 43% 0.56 0.70 18.67 81.49
A4
A1
C8 C3
C4
C5
C6
C9
S8
C7
C11
C10
C12
POROUS LANDSCAPE
DETENTION
POROUS LANDSCAPE
DETENTION
HORNET DRIVE
ENTERPRISE DRIVE
CABOT COURT
NIMITZ DRIVE
(PRIVATE DRIVE)
SAIPAN COURT
PROPOSED
STORM INLET
PROPOSED STORM
DRAIN LINE 3
PROPOSED STORM
DRAIN LINE 6
PROPOSED
STORM INLETS
PROPOSED
STORM INLET
CURB CUT AND
SIDEWALK CHASE
CURB CUT AND
SIDEWALK CHASE
CURB CUT AND
SIDEWALK CHASE
PROPOSED STORM
DRAIN LINE 2
PROPOSED POND
OVERFLOW STRUCTURE
CURB CUT AND
SIDEWALK CHASE
PERMEABLE PAVERS
WITH UNDERDRAIN
CITY HIGH RISK
FLOODWAY
PROPOSED STORM
DRAIN LINE 5
PROPOSED STORM
DRAIN LINE 1
KITTY HAWK COURT
(PRIVATE DRIVE)
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
PROPOSED STORM
DRAIN LINE 4
STOP
R1-1
30" X 30"
A B
C
3 4" BROKEN WHITE LINE
2' SEGMENTS WITH 4' GAPS
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
D
R1-2
36" X 36"
E F RESIDENTS
& GUESTS
ONLY
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
3 1 2 2
1 2 2
EXISTING SPEED
LIMIT SIGN
KITTY HAWK COURT (PRIVATE DRIVE)
1
RELOCATE
EXISTING
STOP SIGN
14'
3
1
14'
14'
HORNET DRIVE
CABOT COURT (PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4 LOT 5
LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11
LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 1 LOT 2
LOT 4
LOT 3
LOT 2
LOT 1
LOT 2 LOT 3 LOT 4
LOT 1
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
BLOCK 8
STOP
R1-1
30" X 30"
A B
C
3 4" BROKEN WHITE LINE
2' SEGMENTS WITH 4' GAPS
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
D
R1-2
36" X 36"
E F RESIDENTS
& GUESTS
ONLY
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
3 1 2 2
1 2 2
EXISTING SPEED
LIMIT SIGN
KITTY HAWK COURT (PRIVATE DRIVE)
1
RELOCATE
EXISTING
STOP SIGN
SAIPAN COURT (PRIVATE DRIVE)
14'
3
1
14'
14'
BLOCK 1
BLOCK 3
BLOCK 2
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 9
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
LOT 2
LOT 3
LOT 5 LOT 4
LOT 6
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4 LOT 5
LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
LOT 11 LOT 12
LOT 10
LOT 9
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
TRACT A
BLOCK 8
BLOCK 4 BLOCK 4
BLOCK 4
LOT 6 LOT 5 LOT 4 LOT 3
TRACT B
LOT 14
LOT 13
LOT 1 OUTLOT B
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7
LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
(PRIVATE DRIVE)
KITTY HAWK COURT
0.6% 0.7%
1.6%
1.4%
1.5%
0.3%
2.0%
0.6%
0.7%
0.6%
0.8%
0.8%
2.0%
1.5%
1.6%
1.8%
1.6%
2.7%
1.8%
1.8%
2.7%
1.8% 2.8%
0.4%
0.4%
0.5%
0.7%
0.5%
2.2%
ENTERPRISE
DRIVE
NIMITZ DRIVE
3' TRANSITION FROM
FLUSH TO VERTICAL
INFLOW CURB & GUTTER
END RIBBON CURB
AND BEGIN VERTICAL
CURB & GUTTER
END VERTICAL OUTFALL
CURB & GUTTER AND
BEGIN RIBBON CURB
END ROLLOVER CURB & GUTTER
BEGIN VERTICAL OUTFALL
CURB & GUTTER
2' CURB CUT
2' CURB CUT
3' TRANSITION FROM
FLUSH TO VERTICAL OUTFALL
CURB & GUTTER
TRANSITION FROM ROLLOVER
CURB & GUTTER TO VERTICAL
OUTFALL CURB & GUTTER
GRADES MATCH EXISTING
PAVEMENT GRADES
BLOCK 2
LOT 3
LOT 4
LOT 1
LOT 2
(PRIVATE DRIVE)
SAIPAN COURT
1.7%
ENTERPRISE
DRIVE
3' TRANSITION FROM FLUSH
TO ROLLOVER CURB & GUTTER
LOT 1 LOT 2
CABOT COURT TRACT C
(PRIVATE DRIVE)
1.4%
2.6%
2.9%
2.8%
0.7%
0.6%
3.4%
1.0%
2.4%
2.0%
END RIBBON CURB
BEGIN ROLLOVER
CURB & GUTTER
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
ENTERPRISE DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
11+00 10+00 9+00
LOT 3
LOT 4
LOT 7 LOT 8
LOT 1 LOT 2
STA: 10+48.09 (0.00', )
EL=76.22
STA: 10+88.12 (0.00', )
EL=75.58
STA: 10+63.29 (15.00', R)
EL=75.63
STA: 10+42.28 (26.45', R)
EL=76.05
STA: 10+63.33 (15.00', L)
EL=75.60
STA: 10+42.29 (26.46', L)
EL=75.96
STA: 10+88.12 (15.00', R)
EL=75.22
STA: 10+88.12 (15.00', L)
EL=75.24
STA: 10+64.20 (26.50', L)
EL=76.24
STA: 10+68.74 (26.50', L)
EL=76.10
STA: 10+53.06 (31.26', L)
EL=76.59
STA: 10+50.77 (33.78', L)
EL=76.69
STA: 10+37.82 (48.05', L)
EL=76.55
STA: 10+49.40 (35.56', R)
EL=76.74
STA: 10+53.74 (31.00', R)
EL=76.55
STA: 10+64.24 (26.50', R)
EL=76.20
STA: 10+68.74 (26.50', R)
EL=76.13
STA: 10+37.76 (47.80', R)
EL=76.69
STA: 10+25.35 (51.35', L)
EL=75.84
STA: 10+24.94 (61.52', L)
EL=75.79
STA: 10+24.96 (67.13', L)
EL=75.76
STA: 10+34.14 (69.55', L)
EL=76.29
STA: 10+34.09 (61.48', L)
EL=76.28
STA: 10+34.08 (57.17', L)
EL=76.31
STA: 10+33.69 (72.42', R)
EL=76.37
STA: 10+24.70 (67.51', R)
EL=75.85
STA: 10+33.74 (61.35', R)
EL=76.39
STA: 10+33.78 (57.07', R)
EL=76.45
STA: 10+24.83 (54.88', R)
EL=75.93
STA: 10+24.76 (61.37', R)
EL=75.89
1.6%
1.4%
1.7%
1.7% 1.6%
1.4%
1.4%
BON HOMME
RICHARD DRIVE
NIMITZ DRIVE
(SEE SHEETS C700 & C701)
NIMITZ DRIVE
STA: 9+74.62 (51.39', L)
EL=75.87 STA: 9+75.16 (61.69', L)
EL=75.66
STA: 9+70.52 (61.70', L)
EL=76.05
STA: 9+66.13 (61.72', L)
EL=76.14
STA: 9+62.30 (45.07', L)
EL=76.34
STA: 9+50.95 (32.34', L)
EL=76.63
STA: 9+47.43 (19.47', L)
EL=76.07
STA: 9+32.89 (27.35', L)
EL=76.88
STA: 9+29.01 (26.86', L)
EL=76.89
STA: 9+13.45 (23.45', L)
EL=76.91
STA: 9+13.45 (18.41', L)
EL=76.45
18+00 19+00 19+75
LOT 11 LOT 12
LOT 10
LOT 9
LOT 9 LOT 10
BON HOMME
RICHARD DRIVE
ENTERPRISE DRIVE
(SEE SHEETS C700 & C701)
ENTERPRISE
DRIVE
STA: 18+78.28 (47.94', L)
EL=73.89
STA: 18+69.15 (55.96', L)
EL=74.65
STA: 18+69.11 (45.96', L)
EL=74.34
STA: 18+69.09 (41.44', L)
EL=74.31
STA: 18+78.24 (39.88', L)
EL=73.84
STA: 18+76.07 (14.93', L)
EL=73.65
STA: 18+63.74 (30.01', L)
EL=74.49
STA: 18+53.25 (26.50', L)
EL=74.35
STA: 18+53.24 (15.00', L)
EL=73.77
STA: 18+48.75 (15.00', L)
EL=73.82
STA: 18+48.75 (26.50', L)
EL=74.37
STA: 18+26.53 (15.00', L)
EL=74.06
STA: 18+26.53 (0.00', )
EL=74.45
STA: 18+26.53 (15.00', R)
EL=74.06
STA: 18+48.50 (15.00', R)
EL=73.69
STA: 18+48.50 (26.50', R)
EL=74.27
STA: 18+53.00 (26.50', R)
EL=74.19
STA: 18+53.08 (15.00', R)
EL=73.61
STA: 18+64.05 (30.56', R)
EL=74.15
STA: 18+78.00 (40.11', R)
EL=73.34
STA: 18+77.96 (47.81', R)
STA: 18+75.98 (15.07', R) EL=73.28
EL=73.48
STA: 18+68.78 (41.34', R)
EL=73.81
STA: 18+68.77 (45.79', R)
EL=73.78
STA: 18+68.63 (55.79', R)
EL=73.94
2.0% 2.0%
1.1%
1.7% 1.7%
1.1%
0.6%
0.5%
0.7%
0.6%
0.6%
STA: 19+27.89 (46.05', L)
EL=73.87
STA: 19+27.86 (42.07', L)
EL=73.85
STA: 19+33.02 (46.10', L)
EL=74.30
STA: 19+47.52 (28.38', L)
EL=74.76
STA: 19+47.76 (21.94', L)
EL=74.08
STA: 19+54.01 (21.91', L)
EL=74.13
STA: 19+55.35 (33.03', L)
EL=74.96
STA: 19+28.67 (22.03', L)
EL=73.65
STA: 19+28.68 (20.14', L)
EL=73.64
STA: 19+28.77 (19.79', R)
EL=73.35
STA: 19+28.78 (21.92', R)
EL=73.34
STA: 19+27.59 (40.59', R)
EL=73.24
STA: 19+27.54 (47.91', R)
EL=73.20
STA: 19+32.50 (45.92', R)
EL=73.62
STA: 19+37.32 (45.96', R)
EL=73.72
STA: 19+55.34 (30.97', R)
EL=74.50
STA: 19+52.02 (26.49', R)
EL=74.34
STA: 19+54.02 (21.87', R)
EL=74.00
STA: 19+47.56 (21.87', R)
EL=73.87
1.0%
0.5%
2.2%
2.8%
0.8%
2.0%
17+00
18+00
LOT 9
LOT 8
LOT 7
LOT 7 LOT 8
LOT 8 LOT 9 LOT 10
ENTERPRISE DRIVE
(SEE SHEETS C700 & C701)
STA: 17+57.65 (15.00', L)
EL=74.48
STA: 17+57.23 (22.00', L)
EL=74.62
STA: 17+64.16 (22.00', L)
EL=75.02
STA: 17+64.10 (26.50', L)
EL=75.11
STA: 17+56.94 (26.50', L)
EL=74.71
STA: 17+37.62 (15.00', L)
EL=74.32
STA: 17+35.22 (26.50', L)
EL=74.55
STA: 17+32.67 (36.93', L)
EL=74.63
STA: 17+31.46 (41.31', L)
EL=74.67
STA: 17+29.14 (22.00', L)
EL=74.72
STA: 17+27.92 (26.50', L)
EL=74.79
STA: 17+26.33 (27.00', L)
EL=74.39 FL
STA: 17+23.91 (27.30', L)
EL=74.35 FL
STA: 17+24.68 (15.00', L)
EL=74.10
STA: 17+26.88 (15.00', L)
EL=74.15
CABOT COURT
(PRIVATE DRIVE) 3' TRANSITION FROM FLUSH TO
ROLLOVER CURB & GUTTER
11+00
12+00
NIMITZ DRIVE
(SEE SHEETS C700 & C701)
LOT 4
LOT 7 LOT 8
LOT 1
LOT 1 LOT 2
CABOT COURT
(PRIVATE DRIVE)
STA: 11+43.85 (15.00', R)
EL=74.31
STA: 11+43.59 (22.02', R)
EL=74.45
STA: 11+38.29 (22.00', R)
EL=74.90
STA: 11+38.26 (26.50', R)
EL=74.99
STA: 11+43.42 (26.74', R)
EL=74.54
STA: 11+42.72 (35.49', R)
EL=74.73
STA: 11+45.28 (15.00', L)
EL=74.29
STA: 11+45.69 (21.97', L)
EL=74.43
STA: 11+45.99 (26.50', L)
EL=74.52
STA: 11+38.82 (26.50', L)
EL=74.98
STA: 11+38.82 (22.00', L)
EL=74.89
STA: 11+63.07 (35.38', R)
EL=74.44
STA: 11+64.30 (26.55', R)
EL=74.26
STA: 11+64.97 (22.00', R)
EL=74.17
STA: 11+66.08 (15.00', R)
EL=74.03
STA: 11+68.18 (34.35', R)
EL=74.96
STA: 11+69.49 (26.50', R)
EL=74.36
STA: 11+74.78 (26.50', R)
EL=74.52
STA: 11+75.69 (22.00', R)
EL=74.43
STA: 11+70.27 (22.00', R)
EL=74.27
STA: 11+65.31 (15.00', L)
EL=74.04
STA: 11+76.03 (15.00', L)
EL=73.91
STA: 11+78.23 (15.00', L)
EL=73.89
STA: 11+76.60 (27.00', L)
EL=74.15 FL
STA: 11+75.01 (26.50', L)
EL=74.53
STA: 11+73.79 (22.00', L)
EL=74.46
STA: 11+71.48 (41.35', L)
EL=74.43
STA: 11+70.27 (36.96', L)
EL=74.38
STA: 11+66.78 (22.26', L)
EL=74.19
STA: 11+79.02 (27.29', L)
EL=74.13 FL
STA: 11+46.63 (43.86', L)
EL=74.89
3' TRANSITION FROM FLUSH TO
ROLLOVER CURB & GUTTER
3' TRANSITION FROM
FLUSH TO ROLLOVER
CURB & GUTTER
RIGHT-OF-WAY
PROPOSED CURB & GUTTER
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CENTERLINE
0 50' 100'
SCALE: 1" = 50'
25'
HORNET DRIVE PROFILES
C701
5'
CHECKED BY: 50'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
HORNET DRIVE_CL PROFILE
5060
5065
5070
5075
5080
5085
5090
5060
5065
5070
5075
5080
5085
5090
EG=
FG=
9+50
EG=
FG=
10+00
EG=5076.1
FG=5076.19
10+50
EG=5075.4
FG=5075.39
11+00
EG=5074.4
FG=5074.62
11+50
EG=5074.1
FG=5073.99
12+00
EG=5073.4
FG=5073.37
12+50
EG=5072.1
FG=5072.74
13+00
EG=5072.4
FG=5072.12
13+50
EG=5072.0
FG=5071.56
14+00
EG=5070.7
FG=5071.52
14+50
EG=5071.8
FG=5071.82
15+00
EG=5071.6
FG=5072.12
15+50
EG=5071.1
FG=5072.52
16+00
EG=5072.7
FG=5073.29
16+50
EG=5072.7
FG=5074.16
17+00
EG=5073.3
FG=5074.86
17+50
EG=5073.8
FG=5074.80
18+00
EG=5074.8
FG=5074.04
18+50
EG=5074.1
FG=
19+00
EG=5074.3
FG=
19+50
PVI STA = 10+48.12
PVI ELEV = 5076.22
PVI STA = 18+79.52
PVI ELEV = 5073.66
PVI STA = 18+71.53
PVI ELEV = 5073.66
110.0' VC
HIGH PT EL: 5074.93
HIGH PT STA: 17+71.53
PVI STA: 17+71.53
PVI EL: 5075.41
AD: 3.50
K: 31.43
BVCS: 17+16.53
BVCE: 5074.45
EVCS: 18+26.53
EVCE: 5074.45
75.0' VC
PVI STA: 16+00.59
PVI EL: 5072.42
AD: 1.15
K: 65.22
BCVS: 15+63.09
BVCE: 5072.20
ECVS: 16+38.09
EVCE: 5073.08
75.0' VC
LOW PT EL: 5071.46
LOW PT STA: 14+28.10
PVI STA: 14+14.93
PVI EL: 5071.31
AD: 1.85
K: 40.54
BCVS: 13+77.43
BVCE: 5071.78
ECVS: 14+52.43
EVCE: 5071.53
PROPOSED GRADE
EXISTING GROUND
STA: 14+25.97
INV.= 5066.89'
24" STORM DRAIN
-1.60%
-1.25%
-1.75%
0.60%
1.75%
HORNET DRIVE_FL(LEFT) PROFILE
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
EG=5076.4
FG=5075.24
10+50
EG=5074.2
FG=5074.39
11+00
EG=5074.3
FG=5073.70
11+50
EG=5073.7
FG=5073.02
12+00
EG=5071.9
FG=5072.33
12+50
EG=5071.9
FG=5071.65
13+00
EG=5071.8
FG=5071.12
13+50
EG=5070.7
FG=5071.21
14+00
EG=5071.6
FG=5071.53
14+50
EG=5070.8
FG=5071.84
15+00
EG=5072.0
FG=5072.43
15+50
EG=5073.2
FG=5073.35
16+00
EG=5073.9
FG=5074.26
16+50
EG=5073.9
FG=5074.51
17+00
EG=5074.9
FG=5073.96
17+50
EG=5074.3
FG=5073.82
18+00
0.63%
1.89%
-1.36%
-1.81%
-1.71% -1.71%
-0.50%
0.18%
PVI STA = 10+00.00
PVI ELEV = 5076.09
PVI STA = 17+53.67
PVI ELEV = 5073.84
PVI STA = 10+49.77
PVI ELEV = 5075.24
PVI STA = 11+02.62
PVI ELEV = 5074.34
PVI STA = 17+67.77
PVI ELEV = 5073.77
PVI STA = 18+06.92
PVI ELEV = 5073.84
105.4' VC
HIGH PT EL: 5074.53
HIGH PT STA: 16+89.47
PVI STA: 16+88.33
PVI EL: 5075.02
AD: 3.70
K: 28.49
BVCS: 16+35.62
BVCE: 5074.02
EVCS: 17+41.05
EVCE: 5074.06
73.3' VC
LOW PT EL: 5071.08
LOW PT STA: 13+67.38
PVI STA: 13+53.91
PVI EL: 5070.92
AD: 1.99
K: 36.83
BCVS: 13+17.25
BVCE: 5071.42
ECVS: 13+90.57
EVCE: 5071.15
68.2' VC
PVI STA: 15+30.22
PVI EL: 5072.03
AD: 1.26
K: 54.09
BCVS: 14+96.13
BVCE: 5071.82
ECVS: 15+64.31
EVCE: 5072.67
PROPOSED GRADE
EXISTING GROUND
STA: 13+64.10
INV.= 5067.24'
PROP. 18" STORM
UPSTREAM PAN
CURB RETURN
HORNET DRIVE_FL(RIGHT) PROFILE
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
EG=5076.5
FG=5075.22
10+50
EG=5074.5
FG=5074.39
11+00
EG=5074.2
FG=5073.80
11+50
EG=5073.5
FG=5073.22
12+00
EG=5072.1
FG=5072.65
12+50
EG=5072.9
FG=5072.07
13+00
EG=5072.4
FG=5071.49
13+50
EG=5071.9
FG=5071.08
14+00
EG=5070.9
FG=5071.21
14+50
EG=5071.8
FG=5071.49
15+00
EG=5071.6
FG=5071.78
15+50
EG=5072.1
FG=5072.20
16+00
EG=5071.9
FG=5072.94
16+50
EG=5072.3
FG=5073.75
17+00
EG=5073.6
FG=5074.44
17+50
EG=5074.6
FG=5074.47
18+00
EG=5074.6
FG=5073.81
18+50
EG=5073.5
FG=5073.34
19+00
0.57%
1.63%
-1.16%
-1.68%
-1.65% -1.65%
-0.70%
PVI STA = 10+00.01
PVI ELEV = 5076.05
PVI STA = 18+61.78
PVI ELEV = 5073.61
PVI STA = 10+49.79
PVI ELEV = 5075.22
PVI STA = 11+03.36
PVI ELEV = 5074.34
PVI STA = 19+01.17
PVI ELEV = 5073.34
114.6' VC
HIGH PT EL: 5074.55
HIGH PT STA: 17+77.11
PVI STA: 17+78.03
PVI EL: 5075.02
AD: 3.31
K: 34.64
BVCS: 17+20.74
BVCE: 5074.09
EVCS: 18+35.31
EVCE: 5074.06
76.7' VC
LOW PT EL: 5071.06
LOW PT STA: 14+12.29
PVI STA: 13+99.26
PVI EL: 5070.92
AD: 1.73
K: 44.45
BCVS: 13+60.92
BVCE: 5071.36
ECVS: 14+37.60
EVCE: 5071.14
81.8' VC
PVI STA: 15+94.26
PVI EL: 5072.03
AD: 1.06
K: 77.35
BCVS: 15+53.35
BVCE: 5071.80
ECVS: 16+35.17
EVCE: 5072.69
STA: 14+11.14
INV.= 5067.09'
PROP. 18" STORM
PROPOSED GRADE
EXISTING GROUND
RIGHT-OF-WAY
PROPOSED CURB & GUTTER
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CENTERLINE
0 50' 100'
SCALE: 1" = 50'
25'
HORNET DRIVE
STREET PLAN
C700
5'
CHECKED BY: 50'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
11+00 10+00 9+00
12+00
13+00
14+00 15+00
16+00
17+00
18+00 19+00 19+75
STA: 9+00.00
N: 1421901.49
E: 3112382.34
BEGIN ALIGNMENT
STA: 19+74.88
N: 1421871.87
E: 3112823.41
END ALIGNMENT
1
(
¨
=
9
0
1
2
'
1
4
"
L
=
2
5
9.
7
7
,
R
=
1
6
5
.
0
0
6
(
¨
=
89
4
7
'
4
6
"
L
=
2
5
8
.
5
9,
R
=
1
6
5
.
0
0
6
(
STA: 10+48.12
BEGIN CONSTRUCTION
MATCH EXISTING
BON HOMME RICHARD DRIVE
N: 1421753.37
E: 3112382.34
STA: 18+80.08
END CONSTRUCTION
MATCH EXISTING
BON HOMME RICHARD DRIVE
N: 1421777.07
E: 3112823.41
27.67'
EP-EP
NIMITZ DRIVE
ENTERPRISE DRIVE
53' ROW
HORNET DRIVE
CABOT COURT
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
REC. NO. 99055752
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 4 LOT 1 LOT 2
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
CENTERLINE
NOT TO SCALE
4.5'
SW
31" DRIVE-OVER
CURB AND GUTTER
HORNET DRIVE TYPICAL
STREET SECTION
7'
PKWY
4.5'
SW
7'
PKWY
53'
ROW
30'
FL-FL
2% MIN.
2% MIN.
2% MIN.
2% MIN.
7' PKG 16' DRIVE LANE 7' PKG
13.83'
EP-EP
13.83'
EP-EP
1. SPOT ELEVATIONS ON THE ROAD ARE TO FINISHED SURFACE. CONSULT THE SOILS REPORT FOR PAVEMENT
SECTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS.
IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER.
3. TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FORM
THE 100-YEAR STORM.
4. THE CONTRACTOR SHALL REFER TO SHEETS C700-C701 FOR FINAL ROAD LAYOUT AND PLAN AND PROFILES.
5. THE CONTRACTOR SHALL REFER TO SHEETS C702-C703 FOR INTERSECTION GRADING DETAILS.
5. THE CONTRACTOR SHALL REFER TO SHEETS C500-C501 FOR STORM SEWER PLAN AND PROFILES.
6. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS
PLOT PLAN MAY REQUIRE
ADDITIONAL STEPS AT
DOOR OR GARAGE FOR
T.F. SHOWN
*
NIMITZ DRIVE
HORNET DRIVE
CABOT COURT
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
ENTERPRISE DR.
26' ACCESS, EMERGENCY
ACCESS, UTILITY&
DRAINAGE EASEMENT
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
53' ROW
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
KITTY HAWK COURT
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10
OUTLOT B
OUTLOT C
TRACT C TRACT D
PERMEABLE PAVERS
6" UNDER DRAIN
18" STORM DRAIN
CURB CUT
& SIDEWALK CHASE CURB CUT
& SIDEWALK CHASE
POND OVERFLOW
STRUCTURE
GRATE = 5064.10
24" STORM DRAIN
CITY HIGH RISK FLOODWAY
(PRIVATE DRIVE)
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
TOP OF POND = 5065.10
DUAL 24"x72" RCP
BOX CULVERTS
MATCH EXISTING
SWALE
PROTECT EXISTING TREE
PROTECT EXISTING TREE
PROTECT
EXISTING TREE
CONNECT TO
EXISTING SIDEWALK
1. SPOT ELEVATIONS ON THE ROAD ARE TO FINISHED SURFACE. CONSULT THE
SOILS REPORT FOR PAVEMENT SECTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS
ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS
DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER.
3. TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FORM THE 100-YEAR STORM.
4. THE CONTRACTOR SHALL REFER TO SHEETS C700-C701 FOR FINAL ROAD
LAYOUT AND PLAN AND PROFILES.
5. THE CONTRACTOR SHALL REFER TO SHEETS C702-C703 FOR INTERSECTION
GRADING DETAILS.
5. THE CONTRACTOR SHALL REFER TO SHEETS C500-C501 FOR STORM SEWER
PLAN AND PROFILES.
6. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS
* PLOT PLAN MAY REQUIRE
ADDITIONAL STEPS AT
DOOR OR GARAGE FOR
T.F. SHOWN
NIMITZ DRIVE
CABOT COURT
ENTERPRISE DR.
26' ACCESS, EMERGENCY
ACCESS, UTILITY&
DRAINAGE EASEMENT
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
KITTY HAWK COURT
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9
OUTLOT A
TRACT A
TRACT B
OUTLOT B
TRACT C TRACT D
PERMEABLE PAVERS
2' SIDEWALK CHASE
12" STORM DRAIN
12" STORM DRAIN
2' SIDEWALK CHASE
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
SAIPAN COURT
(PRIVATE DRIVE)
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
LIMITS OF DISTURBANCE
TO BE DETERMINED
BY CONTRACTOR
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
EROSION CONTROL
BLANKET (SEE NOTE 6)
POROUS LANDSCAPE
DETENTION
ROCK SOCK
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CONSTRUCTION
FENCE
TEMPORARY
SEDIMENT BASIN
EROSION CONTROL SEQUENCING
EROSION CONTROL NOTES
0 40' 80'
SCALE: 1" = 40'
20'
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN
FOR DETAILS.
2. REFER TO SHEET C001 FOR STANDARD EROSION AND SEDIMENT CONTROL
CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COORDINATE WITH, AND UPDATE AS REQUIRED, THE
STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.
5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR
TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER
WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT
AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT
AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED
TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY
INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
7. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF
6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE
TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
8. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS
EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH 100% SMOOTH
BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
9. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
PROJECT:
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
CURB INLET PROTECTION (RS)
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER
PHASE OF
CONSTRUCTION
26' ACCESS, EMERGENCY
ACCESS, UTILITY&
DRAINAGE EASEMENT
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
53' ROW
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
PERMEABLE PAVERS
6" UNDER DRAIN
18" STORM DRAIN
CURB CUT
& SIDEWALK CHASE
CURB CUT
& SIDEWALK CHASE
POND OVERFLOW STRUCTURE
24" STORM DRAIN
CITY HIGH RISK FLOODWAY
2' SIDEWALK CHASE
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 1
LOT 4 LOT 5
LOT 6 LOT 7
LOT 8
LOT 9 LOT 10
LOT 11
LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 2 LOT 3
LOT 1
LOT 4
LOT 3
LOT 2
LOT 1
LOT 4
LOT 2 LOT 3
LOT 1
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 6 LOT 7 LOT 8
LOT 5
LOT 1 LOT 2 LOT 3 LOT 4
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
NIMITZ DRIVE
HORNET DRIVE
CABOT COURT
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
ENTERPRISE DR.
KITTY HAWK COURT
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
CONCRETE
WASHOUT AREA -
FINAL LOCATION
TO BE DETERMINED
BY CONTRACTOR
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
EROSION CONTROL
BLANKET (SEE NOTE 6)
POROUS LANDSCAPE
DETENTION
ROCK SOCK
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CONSTRUCTION
FENCE
TEMPORARY
SEDIMENT BASIN
PROJECT:
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
CURB INLET PROTECTION (RS)
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER
PHASE OF
CONSTRUCTION
EROSION CONTROL SEQUENCING
EROSION CONTROL NOTES
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN
FOR DETAILS.
2. REFER TO SHEET C001 FOR STANDARD EROSION AND SEDIMENT CONTROL
CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COORDINATE WITH, AND UPDATE AS REQUIRED, THE
STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.
5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR
TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER
WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT
AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT
AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED
TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY
INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
7. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF
6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE
TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
8. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS
EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH 100% SMOOTH
BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
9. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
26' ACCESS, EMERGENCY
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
2' SIDEWALK CHASE
12" STORM DRAIN
12" STORM DRAIN
2' SIDEWALK CHASE
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9
LOT 1 OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
TRACT A
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 5 LOT 4
LOT 6
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 1
LOT 4 LOT 5
LOT 6 LOT 7
LOT 8
LOT 9 LOT 10
LOT 11
LOT 12
LOT 10
LOT 9
LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
NIMITZ DRIVE
TERPRISE DR.
KITTY HAWK COURT
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
SAIPAN COURT
(PRIVATE DRIVE)
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
LIMITS OF DISTURBANCE
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM FLARED END
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
0 30' 60'
SCALE: 1" = 30'
15'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
9+50
10+00 11+00
KITTY HAWK COURT
(PRIVATE DRIVE)
ENTERPRISE DRIVE
BLOCK 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
STORM LINE 5 PROFILE
5060
5065
5070
5075
5080
5085
5090
5060
5065
5070
5075
5080
5085
5090
9+50 10+00 10+50 11+00
46.32 LF
10" HDPE @ 0.50%
EX MH 5
STA. 10+00.00
RIM = 5076.45
INV. IN=5073.07 (SW)
INV. OUT=5071.30 (E)
INLET 5-1
INV. OUT= 5073.30 (NE)
STA: 10+46.32
STA: 10+28.88
INV.= 5065.97
PROP. 8" SANITARY
EXISTING
GROUND
PROPOSED
GRADE
100-YR HGL
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
11+50
9+50
10+00
11+00
TBC EL = 5076.55
N = 1422321.64
E = 3113031.49
TBC EL = 5076.66
N = 1422327.97
E = 3113031.49
SAIPAN COURT
(PRIVATE DRIVE)
BLOCK 2 BLOCK 1
LOT 4 LOT 3
LOT 5
LOT 6
TRACT A
LOT 2 LOT 1
LOT 3
LOT 4
EXISTING 30" STORM
SOUTH SHIELDS STREET
5' DRAINAGE
EASEMENT
STORM LINE 6 PROFILE
5060
5065
5070
5075
5080
5085
5090
5060
5065
5070
5075
5080
5085
5090
9+50 10+00 10+50 11+00 11+50
EXISTING
GROUND
PROPOSED
GRADE
INLET 6-1
INV. OUT= 5072.27 (S)
STA: 11+28.76
EX MH 6
STA. 10+00.00
RIM = 5074.02
INV. IN=5071.31 (N)
INV. OUT=5070.00 (S)
128.76 LF 12" HDPE @ 0.75%
100-YR HGL
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
EXISTING
30" RCP @ 0.20%
STORM LINE 4 PROFILE
5050
5055
5060
5065
5070
5075
5080
5050
5055
5060
5065
5070
5075
5080
11+00 10+50 10+00 9+50
HEADWALL 4
STA: 10+00.00
INV. = 5065.22
HEADWALL 4-1
STA: 10+24.00
INV. = 5065.46
EXISTING
GROUND
24.00 LF DUAL 24"x 72" RCP BOX
CULVERTS @ 1.00% (BY PRECAST
CONCEPTS OR APPROVED EQUAL)
100-YR HGL
11+00
9+50
10+00
(PRIVATE DRIVE)
SEE SHEET C500
FOR PROFILE
BLOCK 7
BLOCK 8
LOT 2 LOT 3
LOT 1
TRACT C
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
CONCRETE HEADWALL
(SEE DETAILS)
CABOT COURT
TYPE L RIPRAP PAD
17'
20'
17'
20'
TYPE L RIPRAP PAD
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM FLARED END
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
0 30' 60'
SCALE: 1" = 30'
15'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
9+50
10+00
11+00
SEE THIS SHEET
FOR PROFILE
LOT 3
LOT 2
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
INV.5061.1
INV.5060.9
INV.5061.5
4" PERFORATED
PVC @ 0.5%
4" PERFORATED
PVC @ 0.5%
INSTALL 5' WIDE TYPE L
RIPRAP PAD TO BOTTOM
OF SLOPE
STORM LINE 1 PROFILE
5045
5050
5055
5060
5065
5070
5075
5045
5050
5055
5060
5065
5070
5075
9+50 10+00 10+50 11+00
FES 1
STA: 10+00.00
INV. = 5059.00
INLET 1-1
STA. 10+57.91
RIM = 5064.10
INV. IN = 5061.10 (E)
INV. IN = 5060.50 (W)
INV. OUT=5059.57 (SE)
56.73 LF 24" HDPE @ 1.00%
EXISTING
GROUND
PROPOSED
GRADE
100-YR HGL 12" MAX. PONDING
9+50
10+00
11+00 11+98
SEE THIS
SHEET FOR
PROFILE
TBC EL = 5071.46
N = 1421482.65
E = 3112573.58
TBC EL = 5071.46
N = 1421482.62
E = 3112579.91
TBC EL = 5071.48
N = 1421515.49
E = 3112571.20
TBC EL = 5071.47
N = 1421515.45
E = 3112582.54
HORNET DRIVE
BLOCK 9
BLOCK 12
LOT 3
LOT 2
LOT 1
LOT 4
LOT 3
LOT 2
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
5' X 5' TYPE L
RIPRAP PAD
STORM LINE 2 PROFILE
5050
5055
5060
5065
5070
5075
5080
5050
5055
5060
5065
5070
5075
5080
9+50 10+00 10+50 11+00 11+50 12+00 12+50
EXISTING
GROUND
PROPOSED
GRADE
FES 2
STA: 10+00.00
INV. = 5063.37
MH 2-1 (FLAT TOP)
STA. 10+25.11
RIM = 5067.78
INV. IN=5063.50 (N)
INV. OUT=5063.50 (SE)
25.11 LF
24" RCP
@ 0.50%
128.95 LF 24" RCP @ 0.50%
INLET 2-2
INV. IN= 5067.07 (N)
INV. OUT= 5064.14 (S)
STA: 11+54.06
INLET 2-3
INV. OUT= 5067.25 (S)
STA: 11+89.96
STA: 11+63.14
TOP = 5065.28
(TO BE DEFLECTED
UNDER STORM)
PROP. 8" WATER
100-YR HGL
18" MIN.
35.90 LF
18" RCP
@ 0.50%
CONCRETE ENCASE
STORM SEWER
10' ON EITHER SIDE
OF CROSSING
STORM LINE 3 PROFILE
5050
5055
5060
5065
5070
5075
5080
5050
5055
5060
5065
5070
5075
5080
9+50 10+00 10+50 11+00
FES 3
STA: 10+00.00
INV. = 5065.91
INLET 3-1
INV. OUT= 5066.01 (S)
STA: 10+21.49
INV. IN = 5066.75 (N)
21.49 LF
18" RCP
@ 0.50%
EXISTING
GROUND
PROPOSED
GRADE
100-YR HGL
9+50 10+00 11+00
TBC EL = 5069.49
N = 1421557.49
E = 3112102.57
TBC EL = 5069.57
N = 1421557.47
SEE SHEET C501 E = 3112108.90
FOR PROFILE
CABOT COURT (PRIVATE DRIVE)
BLOCK 7
BLOCK 8
LOT 3
LOT 2
LOT 1
TRACT C
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
UNDERDRAIN
FOR PAVERS
(SEE DETAILS)
TYPE L
RIPRAP PAD
17'
20'
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
STORM DRAIN INLET
STORM END SECTION
STREET LIGHT
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
MH C6
STA 10+00.00
5,0
INV. IN 5060.19 (W)
INV. IN 5060.99 (E)
INV. OUT 5059.99 (S)
D = 14.48'
MH C6.1(W)
STA 6+85.00
5,0
INV. OUT 5061.61 (E)
D = 10.18'
315.00 LF 8" PVC @ 0.45%
PROPOSED GRADE
EXISTING GROUND
STA: 9+89.00
INV.= 5069.51'
8" WATER
375.00 LF 8" PVC @ 0.75%
MH C6.1(E)
STA 13+75.00
5,0
INV. OUT 5063.80 (W)
D = 11.22'
14+00
6+50 7+00 8+00
9+00 10+00 11+00 12+00 13+00
SEE SHEET C401
FOR PROFILE
STA:6+50.00
N=1421651.21
E=3112039.35
BEGIN SANITARY
SEWER ALIGNMENT
STA:14+00.00
N=1421650.05
E=3112789.34
END SANITARY
SEWER ALIGNMENT
26' ACCESS, UTILITY
& DRAINAGE EASEMENT
CABOT COURT (PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
ENTERPRISE DRIVE
BLOCK 5
BLOCK 6
BLOCK 9
BLOCK 10
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
TRACT D
LOT 7 LOT 8 LOT 9 LOT 10
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
4' UTILITY EASEMENT
8' UTILITY & PEDESTRIAN
ACCESS EASEMENT
5' UTILITY EASEMENT
5' UTILITY EASEMENT
NIMITZ DRIVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
STORM DRAIN INLET
STORM END SECTION
STREET LIGHT
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
9+50
10+00
11+00 12+00
13+00
14+00
15+00
15+50
SEE SHEET C402
FOR PROFILE
STA:9+50.00
N=1421211.51
E=3112620.49
BEGIN SANITARY
SEWER ALIGNMENT
STA:15+50.00
N=1421690.33
E=3112389.64
END SANITARY
SEWER ALIGNMENT
NIMITZ DRIVE
HORNET DRIVE
30' UTILITY & DRAINAGE EASMENT
10'
13
7
53' ROW
SEE SHEET C402
FOR PROFILE
EXISTING 8" SANITARY
CABOT COURT
BLOCK 4
BLOCK 7
BLOCK 9
BLOCK 10
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 9
LOT 4 LOT 1 LOT 2
LOT 3
LOT 2
LOT 1
LOT 4
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
TRACT D
LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
(PRIVATE DRIVE)
5' UTILITY EASEMENT
5' UTILITY EASEMENT
20' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
MH C6
STA 15+09.72
5,0
INV. IN 5060.19 (W)
INV. IN 5060.99 (E)
INV. OUT 5059.99 (S)
D = 14.48'
8" PVC
24.41 LF
@ 0.45%
MH C5
STA 14+85.30
5,0
INV. IN 5059.88 (N)
INV. OUT 5059.68 (SE)
D = 14.55'
87.18 LF 8" PVC @ 0.45%
MH C4
STA 13+98.12
5,0
INV. IN 5059.29 (NW)
INV. OUT 5059.09 (SE)
D = 14.03'
63.47 LF 8" PVC @ 0.45%
MH C3
STA 13+34.65
5,0
INV. IN 5058.81 (NW)
INV. OUT 5058.61 (E)
D = 13.71'
80.41 LF 8" PVC @ 0.45%
MH C2
STA 12+54.25
5,0
INV. IN 5058.24 (W)
INV. OUT 5058.04 (S)
D = 13.42'
190.25 LF 8" PVC @ 0.45%
MH C1
STA 10+64.00
5,0
INV. IN 5057.19 (N)
INV. OUT 5056.99 (SE)
D = 8.07'
EX MH
STA 10+00.00
5,0
INV. IN 5056.70 (NW)
EX. INV. IN 5056.50 (W)
EX. INV. OUT 5056.50 (E)
D = 5.28'
64.00 LF 8" PVC @ 0.45%
PROPOSED GRADE
EXISTING GROUND
STA: 10+52.08
INV.= 5062.22'
6" UNDER DRAIN
STA: 12+44.25
INV.= 5066.26'
8" WATER
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
STORM DRAIN INLET
STORM END SECTION
STREET LIGHT
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
SANITARY SEWER LINE B
9+75 10+00 11+00 12+00
STA: 9+75.00
N: 1422329.70
E: 3112802.41
BEGIN SANITARY
SEWER ALIGNMENT
STA: 12+00.00
N: 1422329.70
E: 3113027.41
END SANITARY
SEWER ALIGNMENT
BLOCK 1
BLOCK 2
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
TRACT A
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
EXISTING 6" SANITARY
SEWER SERVICE
EXISTING 6" SANITARY
SEWER SERVICE
EXISTING 6" SANITARY
SEWER SERVICE
EXISTING 6" SANITARY
SEWER SERVICE
SAIPAN COURT (PRIVATE DRIVE)
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
9+75 10+00 10+50 11+00 11+50 12+00
EX MH
STA 10+00.00
5,0
INV. IN 5064.60 (E)
EX INV. IN 5062.70 (N)
EX INV. OUT 5062.60 (S)
D = 13.98'
181.57 LF 8" PVC @ 1.00%
MH A1
STA 11+81.57
5,0
INV. OUT 5066.42 (W)
D = 10.41'
PROPOSED GRADE
EXISTING GROUND
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
CONSTRUCT NEW INVERT CHANNEL
FROM CONNECTION TO EXISTING CHANNEL
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
9+75 10+00 10+50 11+00
EX MH
STA 10+00.00
5,0
INV. IN 5065.00 (SE)
EX INV. IN 5064.10 (E)
EX. INV. IN 5064.00 (SW)
EX INV. OUT 5064.00 (N)
D = 13.60'
82.00 LF 8" PVC @ 1.00%
MH B1
STA 10+82.00
5,0
INV. OUT 5065.82 (NW)
D = 11.53'
STA: 10+22.99
INV.= 5073.21'
PROP. 12" STORM DRAIN
PROPOSED GRADE
EXISTING GROUND
CORE DRILL AND CONNECT TO
EXISTING MANHOLE. GROUT FILL
THE EXISTING 6" INVERT TO THE EAST
CONSTRUCT NEW INVERT CHANNEL
FROM CONNECTION TO
EXISTING CHANNEL.
9+75
10+00
11+00
STA: 9+75.00
N: 1422217.83
E: 3112610.56
BEGIN SANITARY
SEWER ALIGNMENT
STA: 11+00.00
N: 1422117.55
E: 3112685.17
END SANITARY
SEWER ALIGNMENT
BLOCK 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
TRACT B
OUTLOT B
(PRIVATE DRIVE)
KITTY HAWK COURT
26' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
VINSON STREET
KEYMAP
LOT LINES
EASEMENT LINES
RIGHT-OF-WAY
STORM DRAIN M.H.
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE
BEST INFORMATION AVAILABLE TO THE ENGINEER.
2. WATER SERVICE PROVIDED BY FORT COLLINS-LOVELAND WATER DISTRICT. SANITARY SERVICE PROVIDED BY SOUTH FORT
COLLINS SANITATION DISTRICT. SEE THE CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS,
WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN
MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE IN PAVED AREAS.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0'. MAXIMUM COVER SHALL BE 6.0'.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &
SERVICES.
6. ALL WATER SERVICES REQUIRE METER PIT INSTALLATION. METER PITS SHALL BE LOCATED ONE FOOT INSIDE THE UTILITY
EASEMENT FROM THE PROPERTY LINE AND LOCATED OUTSIDE OF PROPOSED DRIVEWAYS.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
8. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
9. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
10. SANITARY SERVICES TO EXISTING MAINS SHALL BE MADE WITH INSERTA TEES.
11. PUBLIC STREET LIGHTS TO BE INSTALLED BY CITY OF FORT COLLINS LIGHT & POWER.
*
* DENOTES END OF EXISTING SERVICE
*
*
*
68' ROW
NIMITZ DRIVE
FIRE HYDRANT
TO BE RELOCATED
TO CURB
15' UTILITY, LANDSCAPE & DRAINAGE EASEMENT
WATER SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY LINE C6
(SEE SHEET C402)
20' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
EXISTING FIRE HYDRANT
S. SHIELDS STREET
EXISTING 36" STORM
22.86' UTILITY & DRAINAGE
EASEMENT
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASMENT
REC. NO. 99055752
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
EXISTING 8" SANITARY
ENTERPRISE DRIVE
NIMITZ
DRIVE
SANITARY LINE C
(SEE SHEET C401)
30' UTILITY & DRAINAGE EASEMENT
24" STORM DRAIN
(SEE SHEET C500)
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
24" STORM DRAIN
(SEE SHEET C500)
CONNECT TO EXISTING
8" SANITARY SEWER
6" UNDER DRAIN
18" STORM DRAIN
(SEE SHEET C500)
SANITARY LINE C6
(SEE CHEET C402)
26' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
EXISTING FIRE HYDRANT
EXISTING
10" WATER
BON HOMME RICHARD DRIVE
BON HOMME RICHARD DRIVE
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 1 LOT 2
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE)
KITTY HAWK COURT
8' UTILITY & PEDESTRIAN
ACCESS EASEMENT
4' UTILITY EASEMENT 5' UTILITY EASEMENT
5' UTILITY EASEMENT
SANITARY SEWER EASEMENT
SHALL BE LANDSCAPED WITH
NON-IRRIGATED PLANTING. REFER
TO THE LANDSCAPE PLANS
FOR DETAILS
SANITARY SEWER EASEMENT
SHALL BE LANDSCAPED WITH
NON-IRRIGATED PLANTING. REFER
TO THE LANDSCAPE PLANS
FOR DETAILS
STREET LIGHT
RELOCATED STREET LIGHT
(SEE TO SHEET C100)
STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STREET LIGHT
STREET
LIGHT
CONNECT TO EXISTING 8" WATER
8" X 8" TAPPING SLEEVE W/T.B.
8" GATE VALVE (W)
N=1422018.45
E=3112817.83
8" X 6" REDUCER
6" GATE VALVE (W)
N=1422019.08
E=3112640.12
6
(
F.H. ASSEMBLY
N=1422019.12
E=3112627.93
CONNECT TO EXISTING 10" WATER
10" X 8" TAPPING SLEEVE W/T.B.
8" GATE VALVE (S)
N=1421771.30
E=3112378.34
REMOVE EXISTING HYDRANT
& CONNECT TO EXISTING 8" MAIN
WITH 8" WATER
N=1421731.34
E=3112816.40
ENTERPRISE DRIVE
CABOT COURT (PRIVATE DRIVE)
HORNET DRIVE
CABOT COURT (PRIVATE DRIVE)
1
(
16.64'
1
(
6
(
37.32'
6
(
6
(
6
(
6
(
1
(
1
(
1
(
8" X 8" TEE W/T.B.
8" GATE VALVE (W)
N=1421640.09
E=3112378.35
%(1':7%
N=1421623.45
E=3112378.34
%(1':7%
N=1421588.97
E=3112392.63
%(1':7%
N=1421541.68
E=3112423.99
%(1':7%
N=1421503.79
E=3112480.27
F.H. ASSEMBLY
N=1421480.30
E=3112553.73
8" X 6" SWIVEL TEE W/T.B.
8" GATE VALVE (W)
6" GATE VALVE (S)
N=1421490.30
E=3112553.76
6
(
%(1':7%
N=1421489.93
E=3112657.79
%(1':7%
N=1421529.75
E=3112754.91
%(1':7%
N=1421591.24
E=3112816.40
DUAL BOX CULVERTS
(SEE SHEET C501)
6
(
8" X 6" REDUCER
6" GATE VALVE (W)
N=1421641.21
E=3112063.02
F.H. ASSEMBLY
N=1421641.26
E=3112051.44
STREET LIGHT
WATER SERVICE TABLE
BLOCK#
-LOT#
4-1
4-2
4-3
4-4
4-5
4-6
4-7
4-8
4-9
4-10
4-11
4-12
4-13
4-14
5-1
5-2
5-3
5-4
5-5
5-6
NORTHING
1421976.40
1421946.98
1421883.04
1421849.11
1421848.97
1421848.89
1421848.75
1421848.59
1421848.48
1421848.27
1421848.18
1421848.06
1421967.54
1421977.54
1421661.66
1421661.52
1421661.49
1421661.25
1421661.23
1421660.98
EASTING
3112409.97
3112412.97
3112412.97
3112482.45
3112519.95
3112541.80
3112580.75
3112622.30
3112649.55
3112709.99
3112734.80
3112766.86
3112782.83
3112782.83
3112054.01
3112118.98
3112124.98
3112193.98
3112199.98
3112268.98
WATER SERVICE TABLE
BLOCK#
-LOT#
5-7
5-8
6-1
6-2
6-3
6-4
7-1
7-2
7-3
7-4
8-1
8-2
8-3
8-4
8-5
8-6
8-7
8-8
8-9
8-10
NORTHING
1421660.96
1421668.40
1421625.28
1421625.10
1421624.92
1421613.62
1421552.64
1421510.96
1421469.56
1421468.33
1421464.53
1421464.51
1421476.40
1421478.21
1421529.22
1421533.46
1421609.03
1421657.44
1421707.44
1421713.44
EASTING
3112274.97
3112347.84
3112184.15
3112236.15
3112286.15
3112354.35
3112381.92
3112419.55
3112503.37
3112509.24
3112630.67
3112636.67
3112726.28
3112732.02
3112805.29
3112809.53
3112850.26
3112857.81
3112857.90
3112857.90
WATER SERVICE TABLE
BLOCK#
-LOT#
9-1
9-2
9-3
9-4
9-5
9-6
9-7
9-8
9-9
9-10
10-1
10-2
10-3
10-4
10-5
10-6
10-7
10-8
NORTHING
1421665.40
1421764.10
1421763.95
1421763.85
1421763.68
1421763.62
1421763.41
1421763.36
1421763.15
1421664.02
1421550.50
1421537.74
1421533.55
1421533.15
1421533.02
1421532.96
1421541.00
1421549.00
EASTING
3112416.84
3112485.73
3112521.70
3112551.70
3112596.70
3112616.70
3112672.25
3112687.25
3112743.23
3112788.91
3112483.40
3112514.12
3112544.90
3112597.41
3112633.92
3112649.54
3112703.26
3112720.15
BLOCK 8
WATER TO BE DEFLECTED
UNDER STORM
(SEE SHEET C500)
SANITARY SERVICE TABLE
BLOCK#
-LOT#
4-1
4-2
4-3
4-4
4-5
4-6
4-7
4-8
4-9
4-10
4-11
4-12
4-13
4-14
5-1
5-2
5-3
5-4
5-5
5-6
NORTHING
1421986.40
1421956.98
1421847.46
1421848.83
1421849.07
1421848.87
1421849.20
1421848.85
1421850.49
1421848.25
1421848.08
1421851.73
1421957.54
1421987.54
1421661.66
1421661.55
1421661.41
1421661.28
1421661.15
1421661.03
EASTING
3112409.82
3112412.88
3112436.49
3112472.45
3112509.95
3112557.45
3112565.32
3112632.30
3112660.67
3112694.99
3112744.80
3112752.99
3112782.44
3112782.88
3112077.49
3112109.99
3112147.49
3112184.99
3112222.49
3112253.99
SANITARY SERVICE TABLE
BLOCK#
-LOT#
5-7
5-8
6-1
6-2
6-3
6-4
7-1
7-2
7-3
7-4
8-1
8-2
8-3
8-4
8-5
8-6
8-7
8-8
8-9
8-10
NORTHING
1421660.88
1421660.77
1421625.32
1421625.16
1421624.96
1421598.65
1421544.79
1421504.73
1421475.12
1421466.39
1421462.52
1421367.19
1421377.40
1421417.24
1421422.28
1421465.61
1421579.54
1421609.55
1421705.45
1421715.45
EASTING
3112297.49
3112327.49
3112174.15
3112219.15
3112274.15
3112358.91
3112387.49
3112427.41
3112483.59
3112521.09
3112586.66
3112678.50
3112754.71
3112823.12
3112831.76
3112895.60
3112951.32
3112954.87
3112954.91
3112954.91
SANITARY SERVICE TABLE
BLOCK#
-LOT#
9-1
9-2
9-3
9-4
9-5
9-6
9-7
9-8
9-9
9-10
10-1
10-2
10-3
10-4
10-5
10-6
10-7
10-8
NORTHING
1421660.05
1421660.05
1421660.05
1421660.05
1421659.55
1421659.55
1421659.55
1421659.55
1421659.55
1421659.55
1421634.05
1421634.05
1421634.05
1421634.05
1421633.55
1421633.56
1421633.55
1421633.55
EASTING
3112447.95
3112457.95
3112522.97
3112532.97
3112597.97
3112607.97
3112672.86
3112682.86
3112737.95
3112757.95
3112484.85
3112494.85
3112559.85
3112569.85
3112634.85
3112644.85
3112710.27
3112720.27
VINSON STREET
KEYMAP
LOT LINES
EASEMENT LINES
RIGHT-OF-WAY
STORM DRAIN M.H.
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. WATER SERVICE PROVIDED BY FORT COLLINS-LOVELAND WATER DISTRICT. SANITARY SERVICE PROVIDED BY SOUTH FORT COLLINS
SANITATION DISTRICT. SEE THE CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR
SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE IN PAVED AREAS.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0'. MAXIMUM COVER SHALL BE 6.0'.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
6. ALL WATER SERVICES REQUIRE METER PIT INSTALLATION. METER PITS SHALL BE LOCATED ONE FOOT INSIDE THE UTILITY EASEMENT FROM
THE PROPERTY LINE AND LOCATED OUTSIDE OF PROPOSED DRIVEWAYS.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
8. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
9. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
10. SANITARY SERVICES TO EXISTING MAINS SHALL BE MADE WITH INSERTA TEES.
11. PUBLIC STREET LIGHTS TO BE INSTALLED BY CITY OF FORT COLLINS LIGHT & POWER.
NOTES
*
*
*
*
*
*
*
* DENOTES END OF EXISTING SERVICE
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
EXISTING
10" WATER
68' ROW
FIRE HYDRANT
TO BE RELOCATED
TO CURB
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT 15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
EXISTING FIRE HYDRANT
TREET
ENTERPRISE DRIVE
NIMITZ DRIVE
BON HOMME RICHARD DRIVE
12" STORM DRAIN
(SEE SHEET C501)
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
CONNECT TO EXISTING MH
EXISTING 8" SANITARY
CONNECT TO EXISTING MH
20' DRAINAGE
EASEMENT
30' UTILITY EASEMENT
SANITARY LINE B
(SEE SHEET C400)
66'
ROW
EXISTING 8" SANITARY
EXISTING 30" STORM DRAIN
SANITARY
SERVICE (TYP.)
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
EXISTING FIRE HYDRANT
TO REMAIN
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
S. SHIELDS STREET
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 9
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
LOT 2
LOT 3
LOT 5 LOT 4
LOT 6
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
CONNECT TO EXISTING SANITARY
SEWER SERVICE (TYP.)
CONNECT TO EXISTING SANITARY
SEWER SERVICE (TYP.)
SAIPAN COURT
(PRIVATE DRIVE)
KITTY HAWK COURT
STREET LIGHT
RELOCATED STREET LIGHT
(SEE TO SHEET C100)
STREET
LIGHT
STREET
LIGHT
RELOCATED STREET LIGHT
(SEE SHEET C100)
SANITARY LINE A
(SEE SHEET C400)
8" X 6" REDUCER
6" GATE VALVE (E)
N=1422339.70
E=3113022.01
F.H. ASSEMBLY
N=1422339.70
E=3113033.99
1
(
CONNECT TO EXISTING 8" WATER
8" X 8" TAPPING SLEEVE W/T.B.
8" GATE VALVE (E)
N=1422339.64
E=3112818.60
CONNECT TO EXISTING 8" WATER
8" X 8" TAPPING SLEEVE W/T.B.
8" GATE VALVE (W)
N=1422018.45
E=3112817.83
8" X 6" REDUCER
6" GATE VALVE (W)
N=1422019.08
E=3112640.12
6
(
F.H. ASSEMBLY
N=1422019.12
E=3112627.93
CONNECT TO EXISTING 10" WATER
10" X 8" TAPPING SLEEVE W/T.B.
8" GATE VALVE (S)
N=1421771.30
E=3112378.34
REMOVE EXISTING HYDRANT
& CONNECT TO EXISTING 8" MAIN
WITH 8" WATER
N=1421731.34
E=3112816.40
12" STORM DRAIN
(SEE SHEET C501)
1
(
(
WATER SERVICE TABLE
BLOCK#
-LOT#
1-1
1-2
1-3
1-4
1-5
1-6
2-1
2-2
2-3
2-4
3-1
3-2
3-3
3-4
3-5
3-6
4-1
4-2
4-3
4-4
NORTHING
1422493.77
1422431.78
1422409.69
1422363.76
1422353.22
1422353.22
1422312.21
1422223.21
1422317.22
1422317.20
1422181.31
1422124.07
1422083.06
1422039.33
1422039.36
1422039.61
1421976.40
1421946.98
1421883.04
1421849.11
EASTING
3112884.64
3112873.72
3112870.05
3112865.56
3112964.48
3113026.49
3112873.04
3112864.33
3112961.48
3113023.62
3112782.83
3112782.83
3112782.83
3112710.52
3112700.52
3112635.51
3112409.97
3112412.97
3112412.97
3112482.45
WATER SERVICE TABLE
BLOCK#
-LOT#
4-5
4-6
4-7
4-8
4-9
4-10
4-11
4-12
4-13
4-14
8-9
8-10
9-2
9-3
9-4
9-5
9-6
9-7
9-8
9-9
NORTHING
1421848.97
1421848.89
1421848.75
1421848.59
1421848.48
1421848.27
1421848.18
1421848.06
1421967.54
1421977.54
1421707.44
1421713.44
1421764.10
1421763.95
1421763.85
1421763.68
1421763.62
1421763.41
1421763.36
1421763.15
EASTING
3112519.95
3112541.80
3112580.75
3112622.30
3112649.55
3112709.99
3112734.80
3112766.86
3112782.83
3112782.83
3112857.90
3112857.90
3112485.73
3112521.70
3112551.70
3112596.70
3112616.70
3112672.25
3112687.25
3112743.23
(PRIVATE DRIVE) TRACT A
BLOCK 8
SANITARY SERVICE TABLE
BLOCK#
-LOT#
1-1
1-2
1-3
1-4
1-5
1-6
2-1
2-2
2-3
2-4
3-1
3-2
3-3
3-4
3-5
3-6
NORTHING
1422483.98
1422441.62
1422418.12
1422351.38
1422353.22
1422353.22
1422317.21
1422254.07
1422317.22
1422317.22
1422168.61
1422152.40
1422093.06
1422039.25
1422118.44
1422118.50
EASTING
3112882.63
3112875.47
3112876.33
3112870.02
3112974.48
3113008.98
3112883.04
3112868.68
3112971.48
3113008.98
3112693.50
3112693.50
3112782.90
3112733.01
3112679.20
3112663.00
SANITARY SERVICE TABLE
BLOCK#
-LOT#
4-1
4-2
4-3
4-4
4-5
4-6
4-7
4-8
4-9
4-10
4-11
4-12
4-13
4-14
8-9
8-10
NORTHING
1421986.40
1421956.98
1421847.46
1421848.83
1421849.07
1421848.87
1421849.20
1421848.85
1421850.49
1421848.25
1421848.08
1421851.73
1421957.54
1421987.54
1421705.45
1421715.45
EASTING
3112409.82
3112412.88
3112436.49
3112472.45
3112509.95
3112557.45
3112565.32
3112632.30
3112660.67
3112694.99
3112744.80
3112752.99
3112782.44
3112782.88
3112954.91
3112954.91
WATER SERVICE TABLE
BLOCK#
-LOT#
1-1
1-2
1-3
1-4
1-5
1-6
2-1
2-2
2-3
2-4
3-1
3-2
3-3
3-4
3-5
3-6
4-1
4-2
4-3
4-4
NORTHING
1422493.77
1422431.78
1422409.69
1422363.76
1422353.22
1422353.22
1422312.21
1422223.21
1422317.22
1422317.20
1422181.31
1422124.07
1422083.06
1422039.33
1422039.36
1422039.61
1421976.40
1421946.98
1421883.04
1421849.11
EASTING
3112884.64
3112873.72
3112870.05
3112865.56
3112964.48
3113026.49
3112873.04
3112864.33
3112961.48
3113023.62
3112782.83
3112782.83
3112782.83
3112710.52
3112700.52
3112635.51
3112409.97
3112412.97
3112412.97
3112482.45
WATER SERVICE TABLE
BLOCK#
-LOT#
4-5
4-6
4-7
4-8
4-9
4-10
4-11
4-12
4-13
4-14
8-9
8-10
9-2
9-3
9-4
9-5
9-6
9-7
9-8
9-9
NORTHING
1421848.97
1421848.89
1421848.75
1421848.59
1421848.48
1421848.27
1421848.18
1421848.06
1421967.54
1421977.54
1421707.44
1421713.44
1421764.10
1421763.95
1421763.85
1421763.68
1421763.62
1421763.41
1421763.36
1421763.15
EASTING
3112519.95
3112541.80
3112580.75
3112622.30
3112649.55
3112709.99
3112734.80
3112766.86
3112782.83
3112782.83
3112857.90
3112857.90
3112485.73
3112521.70
3112551.70
3112596.70
3112616.70
3112672.25
3112687.25
3112743.23
AND PORTION OF BON HOMME RICHARD DRIVE
SHALL BE COMPLETED ONCE ALL STREET CUTS
FOR UTILITY AND CURB AND GUTTER
CONSTRUCTION ARE COMPLETE.
8. BON HOMME RICHARD DRIVE SHALL BE
RECONSTRUCTED ONCE ALL STREET CUTS FOR
UTILITY CONSTRUCTION ARE COMPLETE.
LOT LINES
EASEMENT LINES
PROPERTY LINE
LEGEND
NOTES
CONCRETE PAVEMENT
OR SIDEWALK
ASPHALT PAVEMENT
CURB & GUTTER
CURB & GUTTER
T TRANSITION
PERMEABLE PAVERS
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
2" MILL & OVERLAY
SAWCUT
STREET RECONSTRUCTION
RIGHT-OF-WAY
CENTERLINE
SWALE FLOWLINE
LIMITS OF DISTURBANCE
9. SEE SHEET C200 FOR LINE AND CURVE
INFORMATION.
68' ROW
53' ROW
15' UTILITY, DRAINAGE, GRADING
AND LANDSCAPE EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
2' SIDEWALK CHASE
TYPE I DRIVEWAY APPROACH
DRIVE OVER CURB & GUTTER
4.5' SIDEWALK
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER DISTRICT EASEMENT
22.86' UTILITY & DRAINAGE
EASEMENT
PROPERTY BOUNDARY (TYP.)
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER DISTRICT EASEMENT
30' UTILITY & DRAINAGE
EASEMENT
POND OUTLET STUCTURE
STORM INLET
STORM INLET
27.67'
EP-EP
DRIVE OVER
CURB & GUTTER
RIBBON CURB
16.92'
EP-EP
2' SIDEWALK CHASE
TYPE I DRIVEWAY APPROACH TYPE I DRIVEWAY APPROACH
RIBBON CURB
26' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
8' UTILITY &
ACCESS EASEMENT
R=25' BOC R=25' BOC
PERMEABLE
PAVERS
DRIVE OVER
CURB & GUTTER
STORM INLET
NIMITZ DRIVE
HORNET DRIVE
ENTERPRISE DRIVE
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
CITY HIGH RISK FLOODWAY
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 4 LOT 1 LOT 2
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE)
KITTY HAWK COURT
KITTY HAWK COURT
(PRIVATE DRIVE)
4' SIDEWALK
2" MILL & OVERLAY
(SEE NOTE 7)
2" MILL & OVERLAY
(SEE NOTE 7)
(PRIVATE DRIVE)
CABOT COURT
4.5' SIDEWALK
4' UTILITY EASEMENT
5' UTILITY EASEMENT
(PRIVATE DRIVE)
CABOT COURT
5' UTILITY EASEMENT
PROPERTY CORNER
N:1422008.00
E:3112410.19
PROPERTY CORNER
N:1421749.36
E:3112046.60
PROPERTY CORNER
N:1421510.85
E:3113053.41
T
8' CONCRETE TRAIL
C13
L28
C14
L29
C15
L30
C16 C17
L31
C18
L32
C19
L33
C20
L34
L35
L36
L37
L38
L39
L40
L41
C21
L42
L43
L44
C22
L45
L46
L47
9' 17'
LIMITS OF DISTURBANCE
R46'
R=296'
20' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
AND PORTION OF BON HOMME RICHARD DRIVE
SHALL BE COMPLETED ONCE ALL STREET CUTS
FOR UTILITY AND CURB AND GUTTER
CONSTRUCTION ARE COMPLETE.
8. BON HOMME RICHARD DRIVE SHALL BE
RECONSTRUCTED ONCE ALL STREET CUTS FOR
UTILITY CONSTRUCTION ARE COMPLETE.
LOT LINES
EASEMENT LINES
PROPERTY LINE
LEGEND
NOTES
CONCRETE PAVEMENT
OR SIDEWALK
ASPHALT PAVEMENT
CURB & GUTTER
CURB & GUTTER
T TRANSITION
PERMEABLE PAVERS
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
2" MILL & OVERLAY
SAWCUT
STREET RECONSTRUCTION
RIGHT-OF-WAY
CENTERLINE
SWALE FLOWLINE
LIMITS OF DISTURBANCE
68' ROW
S. SHIELDS STREET
ENTERPRISE DRIVE
NIMITZ DRIVE
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
KITTY HAWK COURT
22.25' SAIPAN COURT
EP-EP
TYPE I DRIVEWAY
APPROACH
DRIVE-OVER
CURB & GUTTER (TYP.)
2' CURB CUT
& SIDEWALK CHASE
30' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
STORM INLET
PROPERTY
BOUNDARY (TYP.)
20' EXISTING
DRAINAGE EASEMENT
30' EXISTING
SANITARY EASEMENT
20' EXISTING DRAINAGE EASEMENT
PROPERTY BOUNDARY (TYP.)
STORM INLET
8' UTILITY EASEMENT
2" MILL & OVERLAY
(SEE NOTE 7)
APPROXIMATE SAWCUT
AND PATCH FOR UTILITY
CONSTRUCTION (TYP.)
RECONSTRUCT EXISTING
ENTRANCE WITH UTILITY
CONSTRUCTION
2' CURB CUT
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
RIBBON
CURB (TYP.)
2' CURB CUT
& SIDEWALK CHASE
9' UTILITY EASEMENT
DRIVE OVER
CURB & GUTTER (TYP.)
CONNECT TO & MATCH
EXISTING PAVEMENT
EXISTING DRIVE
15' UTILITY, DRAINAGE, GRADING
AND LANDSCAPE EASEMENT
ROADWAY RECONSTRUCTION
(SEE NOTE 8)
BON HOMME RICHARD DRIVE
36' WIDE DUAL
DRIVEWAY APPROACH
36' WIDE DUAL
DRIVEWAY APPROACH
36' WIDE DUAL
DRIVEWAY APPROACH
36' WIDE DUAL
DRIVEWAY APPROACH
66' ROW
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
TRACT A
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
LOT 2
LOT 6 LOT 5 LOT 4 LOT 3
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
20' ACCESS
EASEMENT
20' ACCESS
EASEMENT
4' SIDEWALK
2" MILL & OVERLAY
(SEE NOTE 7)
(PRIVATE DRIVE)
PROPERTY CORNER
N:1422515.41
E:3113054.90
PROPERTY CORNER
N:1422196.22
E:3112856.49
PROPERTY CORNER
N:1422191.28
E:3112790.49
PROPERTY CORNER
N:1422008.00
E:3112410.19
APPROXIMATE SAW CUT & PATCH
FOR UTILITY CONSTRUCTION
PROPERTY CORNER
2" MILL & OVERLAY
(SEE NOTE 7)
C1
L1
L2
L3
C2
L4
C3
L5
L6
C4
5' SIDEWALK
CONNNECT TO EXISTING
CURB, GUTTER & SIDEWALK
CONNECT TO EXISTING
CURB, GUTTER & SIDEWALK
RECONSTRUCT
SIDEWALK
VERTICAL CURB & GUTTER
RECONSTRUCT EXISTING CURB RETURN & FILLET
WITH DIRECTIONAL RAMPS
RECONSTRUCT EXISTING
CURB RETURN & FILLET WITH
DIRECTIONAL RAMPS
T
C5
L7
L8
L9
C6
C7
L10
C8
L11
L12
L13
L14
C9
L15
C10
L16
L17
L18
L19
L20
C11
L21
C12
L22
L23
L24
L25
L26
L27
VERTICAL CURB
& GUTTER
PARKING
BLOCK (TYP)
9' 17'
RECONSTRUCT CURB, GUTTER &
SIDEWALK TO MATCH EXISTING
AFTER UTILITY CONSTRUCTION (TYP.)
2' CONC. PAN
20' UTILITY EASEMENT LIMITS OF DISTURBANCE
N=1422446.86
E=3112857.20
N=1422370.90
E=3112846.92
N=1422244.74
E=3112845.39
N=1422138.07
E=3112801.02
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
DELTA
RADIUS
10.00'
10.00'
15.00'
25.00'
2.00'
2.00'
25.00'
15.00'
25.00'
15.00'
15.00'
25.00'
25.00'
180.00'
180.00'
25.00'
25.00'
150.00'
150.00'
25.00'
26.42'
26.42'
LENGTH
16.13'
15.58'
23.56'
37.15'
4.36'
1.98'
40.36'
23.56'
39.27'
23.56'
23.56'
39.27'
39.38'
283.38'
282.10'
24.95'
24.97'
235.09'
236.15'
39.15'
41.50'
41.50'
BEARING
6
(
6
:
6
:
6
(
1
(
6
(
1
(
1
:
6
:
6
(
1
(
1
:
6
:
6
:
1
:
1
:
6
:
6
(
1
(
1
:
6
(
1
(
CHORD
14.44'
14.05'
21.21'
33.83'
3.55'
1.90'
36.12'
21.21'
35.36'
21.21'
21.21'
35.36'
35.43'
255.01'
254.11'
23.93'
23.95'
211.75'
212.51'
35.27'
37.36'
37.36'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
LENGTH
174.03'
24.58'
174.68'
22.50'
10.00'
21.94'
18.64'
94.69'
21.04'
30.08'
28.59'
24.08'
159.29'
70.90'
36.92'
2.10'
BEARING
1
(
6
(
6
:
1
:
6
:
6
:
1
:
6
(
6
(
1
(
1
:
1
(
6
(
1
:
6
:
6
(
LINE TABLE
LINE
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
LENGTH
13.17'
222.17'
13.17'
1.67'
38.77'
68.75'
23.00'
23.00'
20.00'
13.00'
13.00'
86.23'
111.07'
74.05'
74.01'
111.07'
BEARING
6
:
1
:
1
(
6
(
1
(
1
:
1
(
1
:
6
(
1
(
1
(
6
(
1
:
1
(
6
(
6
(
LINE TABLE
LINE
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
LENGTH
86.47'
22.90'
22.82'
30.00'
22.98'
22.90'
299.46'
24.58'
20.00'
48.58'
23.17'
48.58'
217.66'
387.69'
406.59'
BEARING
1
(
1
:
1
(
1
:
1
(
1
(
1
:
6
:
6
(
6
:
6
(
1
(
6
(
6
(
6
(
* DENOTES EDGE OF CONCRETE
*
*
*
*
*
*
*
*
*
*
*
*
*
*
* DENOTES EDGE OF CONCRETE
6. EXISTING WATER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE ABANDONED AT THE MAIN WITH
A PLUG IN THE TAP SADDLE PER FORT
COLLINS - LOVELAND WATER DISTRICT
STANDARDS (LATEST EDITION)
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
LIGHT POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
RIGHT-OF-WAY
5078
5080
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
REMOVE EXISTING
CONCRETE OR SIDEWALK
REMOVE EXISTING CURB
AND GUTTER
SAWCUT LINE
REMOVE EXISTING WATER
REMOVE EXISTING
ASPHALT
LIMITS OF DISTURBANCE
TREE REMOVAL
DEMOLITION LEGEND
APPROXIMATE SAWCUT LIMITS
FOR UTILITY CONSTRUCTION (TYP.)
REMOVE/RELOCATE EXISTING
TREES (SEE LANDSCAPE PLANS, TYP.)
PROTECT EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE RELOCATED TO CURB
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
EXISTING RIGHT-OF-WAY
TO BE VACATED (TYP.)
EXISTING RIGHT-OF-WAY
TO BE VACATED (TYP.)
EXISTING 36" STORM
15' UTILITY, DRAINAGE, GRADING
& LANDSCAPE EASEMENT
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
REC. NO. 99055752
EXISTING 8" SANITARY
SSMH
RIM=5076.5
INV 5062.3 8" PVC
INV (SE) 5062.1 8" PVC
SSMH
RIM=5072.9
INV (E) 5053.5 10" PVC
INV (S) 5053.6 8" PVC
INV (W) 5058.9 8" PVC
INV (W) 5053.7 8" PVC
SSMH
RIM=5065.2
INV (N) 5054.5 8' PVC
INV (W) 5054.8 8" PVC
SSMH
RIM=5074.0
INV (N) 5060.0 8" PVC
INV (E) 5059.6 8" PVC
INV (W) 5060.0 8" PVC
SSMH
RIM=5076.3
INV (N) 5062.1 4" PVC
INV (E) 5061.6 8" PVC
INV (NW) 5061.9 8" PVC
SSMH
RIM=5078.2
INV (N) 5063.2 8" PVC
INV (E) 5063.5 6" PVC
INV (S) 5063.1 8" PVC
INV (W) 5063.2 8" PVC
SSMH
RIM=5063.5
INV (E) 5055.9 8" PVC
INV (W) 5055.9 8" PVC
SSMH
INV (E) 5056.5 8" PVC
INV (W) 5056.5 8" PVC
SSMH
RIM=5061.9
INV (E) 5056.6 8" PVC
INV (S) 5056.7 8" PVC
SSMH
RIM=5075.4
INV (N) 5060.8 8" PVC
INV (S) 5060.5 8' PVC
PROTECT EXISTING
TELECOM
EXISTING FIRE HYDRANT
EXISTING STOCKPILE
PROPERTY
BOUNDARY (TYP.)
ROAD TO BE RECONSTRUCTED
WITH UTILITY CONSTRUCTION (TYP.)
EXISTING 10" WATER
EXISTING 8" SANITARY
66' ROW
54' ROW
PROPERTY
BOUNDARY (TYP.)
EXISTING FIRE
HYDRANT
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
FES=5063.6
FES=5068.4
INLET
RIM=5072.7
INV (N) 5067.2 36" RCP
INV (S) 5066.8 36" RCP
INLET
INV (N) 5068.7 36" RCP
INV (S) 5068.7 36" RCP
CITY HIGH RISK FLOODWAY
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
68' ROW REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
PROTECT EXISTING
TELECOM
EXISTING 1.5" WATER SERVICE
PROTECT EXISTING TO BE REMOVED (TYP.)
TELECOM
REMOVE EXISTING CURB
REMOVE
EXISTING CONC.
FILLET & CURB
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE
EXISTING CURB
REMOVE EXISTING SIDEWALK
EXISTING LIGHT TO BE RELOCATED
(SEE UTILITY PLANS C300-C301)
EXISTING GAS STUB FOR DEVELOPMENT
(STUB TO BE SHORTENED AND CONNECTED
TO WITHIN UTILITY EASEMENT TO THE NORTH)
REMOVE EXISTING TREE
(SEE LANDSCAPE PLANS, TYP.)
LIMITS OF DISTURBANCE
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
REC. NO. 99055752
REMOVE EXISTING ENTRANCE
6. EXISTING WATER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE ABANDONED AT THE MAIN WITH
A PLUG IN THE TAP SADDLE PER FORT
COLLINS - LOVELAND WATER DISTRICT
STANDARDS (LATEST EDITION)
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
LIGHT POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
RIGHT-OF-WAY
5078
5080
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
REMOVE EXISTING
CONCRETE OR SIDEWALK
REMOVE EXISTING CURB
AND GUTTER
SAWCUT LINE
REMOVE EXISTING WATER
REMOVE EXISTING
ASPHALT
LIMITS OF DISTURBANCE
TREE REMOVAL
DEMOLITION LEGEND
APPROXIMATE SAWCUT LIMITS
FOR UTILITY CONSTRUCTION (TYP.)
APPROXIMATE SAWCUT LIMITS
FOR UTILITY CONSTRUCTION (TYP.)
REMOVE/RELOCATE EXISTING
TREES (SEE LANDSCAPE PLANS, TYP.)
REMOVE EXISTING
ENTRANCE
PROTECT EXISTING
TRANSFORMER
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING 1.5" WATER SERVICE
TO BE REMOVED (TYP.)
PROTECT EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE RELOCATED TO CURB
REMOVE EXISTING CURB
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE VACATED
SSMH
RIM=5076.5
INV 5062.3 8" PVC
INV (SE) 5062.1 8" PVC
SSMH
RIM=5072.9
INV (E) 5053.5 10" PVC
INV (S) 5053.6 8" PVC
INV (W) 5058.9 8" PVC
INV (W) 5053.7 8" PVC
SSMH
RIM=5074.0
INV (N) 5060.0 8" PVC
INV (E) 5059.6 8" PVC
INV (W) 5060.0 8" PVC
SSMH
RIM=5076.3
INV (N) 5062.1 4" PVC
INV (E) 5061.6 8" PVC
INV (NW) 5061.9 8" PVC
SSMH
RIM=5078.2
INV (N) 5063.2 8" PVC
INV (E) 5063.5 6" PVC
INV (S) 5063.1 8" PVC
INV (W) 5063.2 8" PVC
SSMH
RIM=5075.4
INV (N) 5060.8 8" PVC
INV (S) 5060.5 8' PVC
SSMH
RIM=5076.6
INV (N) 5062.7 8" PVC
INV (S) 5062.6 8" PVC
SSMH
RIM=5076.3
INV (NW) 5062.4 8' PVC
INV (S) 5062.3 8" PVC
SSMH
RIM=5076.9
INV (N) 5064.0 8" PVC
INV (E) 5064.1 6" PVC
INV (SW) 5064.0 6" PVC
EXISTING 30" STORM DRAIN
EXISTING 8" SANITARY
EXISTING 8" WATER
PROTECT EXISTING
TELECOM
DMH
RIM=5075.0
INV (S) 5070.0 30" ADS
INV (W) 5070.0 30" ADS
DMH
RIM=5075.9
INV (N) 5072.2 20" ADS
INV (E) 5071.5 24" RCP
INV (W) 5071.5 20" ADS
INLET
GRATE=5076.7
INV (S) 5072.5 20" ADS
INLET
RIM=5074.9
INV (W) 5070.2 24" RCP
INV (E) 5070.2 30" RCP
INLET
RIM=5075.0
INV (E) 5070.7 24" RCP
EXISTING FIRE HYDRANT
EXISTING STOCKPILE
REMOVE EXISTING
ENTRANCE
PROPERTY BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
ROAD TO BE RECONSTRUCTED
WITH UTILITY CONSTRUCTION (TYP.)
EXISTING 10" WATER
EXISTING 8" SANITARY
66' ROW
54' ROW
EXISTING FIRE
HYDRANT
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
INLET
RIM=5072.7
INV (N) 5067.2 36" RCP
INV (S) 5066.8 36" RCP
REMOVE EXISTING
SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING
SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
68' ROW REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
PROTECT EXISTING
TELECOM
EXISTING 1.5" WATER SERVICE
PROTECT EXISTING TO BE REMOVED (TYP.)
TELECOM
REMOVE EXISTING CURB
REMOVE
EXISTING CONC.
FILLET & CURB
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE
EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING SIDEWALK REMOVE
EXISTING CURB
EXISTING BUILDING
ENVELOPE TO BE VACATED
REMOVE
EXISTING
CURB
EXISTING LIGHT TO BE RELOCATED
(SEE UTILITY PLANS C300-C301)
EXISTING LIGHT
TO BE RELOCATED
(SEE SHEET C300)
EXISTING GAS STUB FOR DEVELOPMENT
(STUB TO BE SHORTENED AND CONNECTED
TO WITHIN UTILITY EASEMENT TO THE NORTH)
DMH
RIM=5075.3
INV (E) 5070.8 24" RCP
INV (W) 5070.8 24" RCP
DMH
RIM=5076.4
INV (N) 5072.7 24" ADS
INV (E) 5071.3 30" ADS
INV (W) 5071.8 24" ADS
LIMITS OF DISTURBANCE
REMOVE EXISTING ENTRANCE
5,000 SQ.FT.
LOT 3
5,000 SQ.FT.
LOT 4
6,719 SQ.FT.
LOT 1
5,410 SQ.FT.
LOT 2
6,744 SQ.FT.
LOT 3
7,887 SQ.FT. LOT 4
6,784 SQ.FT.
LOT 1
5,750 SQ.FT.
LOT 2
6,384 SQ.FT.
LOT 3
7,375 SQ.FT.
LOT 4
6,927 SQ.FT.
LOT 5
7,358 SQ.FT.
LOT 6
7,414 SQ.FT.
LOT 7
7,138 SQ.FT.
LOT 8
7,113 SQ.FT.
LOT 9
5,744 SQ.FT.
LOT 10
6,291 SQ.FT.
DEDICATED PUBLIC
RIGHT OF WAY
BY THIS PLAT
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 9 BLOCK 8
BLOCK 10
43,292 SQ.FT.
0.994 ACRES
BLOCK 8
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
BLOCK 9
BLOCK 5
LEGEND
SHEET 3
SHEET 3
SHEET 5
SHEET 4
SHEET INDEX
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
5
SEE SHEET 3 OF 5
SEE SHEET 4 OF 5 SEE SHEET 4 OF 5
SEE SHEET 3 OF 5
** SEE SHEET 2 OF 5 FOR
LINE AND CURVE TABLE **
N:\2014615\DWG\2014615SUB.dwg, 3/17/2015 8:23:25 AM
OUTLOT B
16,800 SQ.FT.
0.386 ACRES
LEGEND
SHEET 3
SHEET 3
SHEET 5
SHEET 4
SHEET INDEX
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
4
SEE SHEET 3 OF 5
SEE SHEET 3 OF 5
SEE SHEET 5 OF 5 SEE SHEET 5 OF 5
** SEE SHEET 2 OF 5 FOR
LINE AND CURVE TABLE **
N:\2014615\DWG\2014615SUB.dwg, 3/17/2015 8:23:20 AM
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
3
SEE SHEET 4 OF 5
SEE SHEET 4 OF 5
SEE SHEET 5 OF 5 SEE SHEET 5 OF 5
SEE SHEET 4 OF 5
** SEE SHEET 2 OF 5 FOR
LINE AND CURVE TABLE **
N:\2014615\DWG\2014615SUB.dwg, 3/17/2015 8:23:15 AM
6
7
7
7
7
8
9
8
8 9
10
8 10
TRACT D
8 9 10 11 12
13
14
LEGEND
SHEET 3
SHEET 3
SHEET 5
SHEET 4
SHEET INDEX
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
2
Being a Replat Of Tract B And A Portion of Tract A,
Of The Registry Ridge P.U. D., Second Filing, And Of All Of Registry Ridge Fourth Filing
City Of Fort Collins, County Of Larimer, State Of Colorado
(For Recording Purposes: Part of The Northeast Quarter of Section 15, Township 6 North, Range 69 West of The 6th P.M.)
CURVE DATA NOTE: Was unable to reconcile all the curve
data components on curves C5, C6, C7 & C8 to match perfectly
with the previous plat data. Elected to hold the Delta Angle
component on those 4 curves and allow the Chord Bearing
component to be the variable data.
CURVE DATA NOTE: Was unable to reconcile all the curve
data components on curves C5, C6, C7 & C8 to match perfectly
with the previous plat data. Elected to hold the Delta Angle
component on those 4 curves and allow the Chord Bearing
component to be the variable data.
N:\2014615\DWG\2014615SUB.dwg, 3/17/2015 8:23:10 AM
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 storm water volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the city/county or Homeowners Association (HOA).
13. City ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water
from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary
waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with
any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty
(50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of
prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The developer shall implement whatever measures are
determined necessary, as directed by the city/county.
16. A 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 & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials,
concrete washout areas, and/or building sites.
FORT COLLINS-LOVELAND WATER DISTRICT NOTES
1. All waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire.
2. All waterlines shall be buried a minimum of 5 feet below finished grade. Maximum cover shall be 6.0'.
3. Maintain 10 feet of horizontal separation and 18 inches of vertical separation between all sanitary and storm sewer and water mains and services.
4. All water services require meter pit installation.
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002
GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area
Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most
restrictive standard shall apply. All work shall be inspected and approved by the local entity.
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 local entity engineer. Use of these plans after the
expiration date will require a new review and approval process by the local entity 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 local entity, as beneficiary of said engineer's work,
for any errors and omissions contained in these plans, and approval of these plans by the local entity 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 local entity, 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, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and
specifications current at the date of approval of the plans by the local entity engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to
verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for
unknown underground utilities.
7. The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to
have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative.
Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer to relocate all existing utilities that
conflict with the proposed improvements shown on these plans.
8. The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to modify the design.
Design modification(s) must be approved by the local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, 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 is4.5 feet and the maximum is 5.5 fee 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 local entity 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 local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the
storm water utility department. Certification shall be submitted to the storm water 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 Storm Water 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 local entity including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District 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 local entity 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 entitled "Registry Ridge Seventh Filing" prepared by United Civil Design Group LLC, and dated
March 18, 2015, 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 local entity 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
local entity engineering inspector (Fort Collins - 221-6605) and the local entity 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 local entity engineer is not available after proper notice of construction activity
has been provided, the developer may commence work in the engineers absence. However, the local entity 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 local entity'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 local entity
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 local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the
approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity 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 local entity forester to schedule a site inspection for any tree removal requiring a permit.
30. The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA
Publication 2226, Excavating and Trenching.
31. The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, 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 local entity 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 local entity engineer, and no site construction activities on Sundays or
holidays, unless there is prior written approval by the local entity.
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 local entity 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 local entity's inspector
at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer.
GENERAL NOTES (CONTINUED)
40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings.
The information shall be as follows:
VERTICAL DATUM:
PROJECT VERTICAL DATUM IS NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 10-13
SOUTHEAST CORNER OF SHIELDS ST. AND TRILBY ROAD. , ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5066.93 (NAVD 88 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS 45-01
SOUTH SIDE OF TRILBY ROAD, APPROXIMATELY 0.5 MILES EAST OF TAFT HILL ROAD, ON AN 8'x8' CONCRETE PAD FOR A WATER VALVE AND A LARGE
BLACK PIPE.
ELEVATION=5069.38 (NAVD 88 DATUM)
BASIS OF BEARINGS:
$6680,1*7+(($67/,1(2)7+(1257+($6748$57(52)6(&7,21715 :$6%($5,1*1257+
($67%(,1*$*5,'%($5,1*
OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2640.82 FEET WITH ALL
OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and
improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise
indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity 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 local
entity engineer and/or the local entity 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 local entity, 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 local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following
private streets: none.
48. Approved variances are listed as follows:
-None.
STREET IMPROVEMENTS NOTES
1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the local entity engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the local entity 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 local entity 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 MUTCD (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 local entity inspector and prior to installation of asphalt. Gutters that hold more than
inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. And a single axle weight of at least 18,000 lbs. With pneumatic tires
inflated to not less than 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 local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding
surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector.
STORM DRAINAGE NOTES
1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development
Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the
plans by the Director who may require that they be made to conform to standards and specifications current at that time.
2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify
the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating
unknown underground utilities.
3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for
accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the items on the plans are the final quantities required. The
review shall not be construed in any reason as acceptance of financial responsibility by the City for additional quantities of items shown that may be required during the
construction phase.
4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector
(970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required
before commencing construction activities.
5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners.
6. All recommendations of the final drainage and erosion control study entitled "Registry Ridge Seventh Filing" prepared by United Civil Design Group LLC, and dated
March 18, 2015, shall be followed and implemented.
7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and
approved by the City Stormwater Department. (including the applicable note as set forth below)
For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the
release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be
submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot.
For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as
prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified
in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot.
8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction
Dewatering Industrial Wastewater Discharge Permit is required.
9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with
Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer
to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/.
10. Benchmark: See General Note Number 40.
11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required.
12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
GENERAL NOTES
C001
N/A
N/A
ASSUMING THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 15, T.6N., R.69W.,
$6%($5,1*1257+
($67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(
PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A
DISTANCE OF 2640.82 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
NOTE:
1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE
COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY
PURPOSES.
UTILITY PROVIDER CONTACT PHONE
Water/Wastewater Fort Collins - Loveland Water District Terry Farrill (970) 226-3104
& South Fort Collins Sanitation District
Stormwater City of Fort Collins Utilities Glen Schlueter (970) 221-6700
Power City of Fort Collins Light & Power Jim Spaulding (970) 416-2772
Natural Gas Xcel Energy Stephanie Rich (970) 225-7828
Telecom Centurylink Bill Johnson (970) 377-6401
Cable Comcast Don Kapperman (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and
completeness of the information shown.
UTILITY PROVIDERS
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
BQ, LLC. 3/18/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
SHEET INDEX
SHEET # SHEET NAME
C000 COVER SHEET
C001 GENERAL NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100-C101 EXISTING CONDITIONS & REMOVALS
C200-C201 HORIZONTAL CONTROL & PAVEMENT PLAN
C300-C301 UTILITY PLAN
C400-C402 SANITARY SEWER PLAN & PROFILES
C500-C501 STORM SEWER PLAN & PROFILES
C600-C601 OVERLOT GRADING & EROSION CONTROL PLAN
C602-C603 DETAILED GRADING PLANS
C700 HORNET DRIVE STREET PLAN
C701 HORNET DRIVE STREET PROFILES
C702-C703 INTERSECTION DETAILS
C704-C705 SIGNING & STRIPING PLAN
C800 DRAINAGE PLAN
C900-C909 CONSTRUCTION DETAILS
PLANNER/LANDSCAPE ARCHITECT
GREENSCAPE DESIGNS
1501 ACADEMY CT., STE 202
FORT COLLINS, CO 80524
PHONE: 970-631-2822
CONTACT: JENNIFER GARDNER
COVER SHEET
C000
N/A
N/A
PROJECT SITE
S. SHIELDS STREET
W.
TRILBY ROAD
B
O
N
H
O
M
M
E
R
I
C
H
A
R
D
DRIVE
TRUXUN DRIVE