HomeMy WebLinkAboutTHE GREEN SOLUTION - PDP/FDP - FDP150045 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSCOVER SHEET
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:31 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Cover Sheet.dwg Updated By: lmoran
A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 684.8 FEET NORTH OF THE SOUTHWEST CORNER OF SECTION 1, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN; THENCE NORTH 75.00 FEET; THENCE
EAST 230.00 FEET; THENCE SOUTH 75.00 FEET; THENCE WEST 230.00 FEET TO THE POINT OF
BEGINNING;
EXCEPT THE WEST 40.00 FEET THEREOF HERETOFORE CONVEYED TO THE BOARD OF COUNTY
COMMISSIONERS BY DEED RECORDED IN BOOK 599 AT PAGE 295;
ALSO EXCEPT THAT PORTION CONVEYED BY DEED RECORDED OCTOBER 20, 2011 AT RECEPTION NO.
20110064350.
VICINITY MAP
LEGAL DESCRIPTION
SITE
PROJ. MGR.:
DRAWN BY:
DATE:
OF
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PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
PROPERTY LINE
EASEMENT
CENTERLINE
SETBACK
BUILDING
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED SPILL CURB AND GUTTER
PROPOSED SIDEWALK
SAWCUT
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED CATCH BASIN
PROPOSED DRAIN MANHOLE
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
EXISTING WATER MAIN
EXISTING GAS LINE
EXISTING ELECTRICAL
EXISTING TELECOM
EXISTING SEWER MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED WATER METER
PROPOSED WATER
PROPOSED SEWER CLEANOUT
GENERAL NOTES
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:31 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Cover Sheet.dwg Updated By: lmoran
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
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 ³DRY´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 ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING
DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER
UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE
REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THESE PLANS.
8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH
THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED.
9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER
SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE 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.
NORTH COLLEGE AVENUE
EXISTING FENCE
TO BE REMOVED
EXISTING OVERHEAD ELECTRIC TO
REMAIN
EXISTING PLANTER BOX TO BE
DEMOLISHED
~41 SY EXISTING STRUCTURE
TO BE DEMOLISHED
~22 SY EXISTING CONCRETE
TO BE REMOVED
~933 SY EXISTING ASPHALT TO BE
REMOVED
EXISTING OVERHEAD ELECTRIC TO BE REMOVED
~103 SY EXISTING CONCRETE
TO BE REMOVED
EXISTING BUILDING
TO REMAIN
BUILDING HEIGHT 15 FT.
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
EXISTING CAR SALES
~840 SF LIMITS OF EXISTING
BUILDING TO BE DEMOLISHED CAP SANITARY
CONNECTION AT MAIN
SAWCUT ASPHALT
APPROXIMATE LOCATION OF EXISTING
SANITARY SERVICE TO BE REMOVED
EX 10" SANITARY LINE
EX 8" WATER LINE
EX 3
4" WATER SERVICE
TO REMAIN
EX ELECTRIC
TRANSFORMERS
TO REMAIN
SAWCUT ASPHALT
AT PROPERTY LINE
15.0'
UTILITY EASEMENT
EX 8'
SIDEWALK
TO REMAIN
PROPERTY LINE
~276 SY MILL AND
OVERLAY EXISTING
PAVEMENT
SIDEWALK TO BE
REMOVED AND REPLACED
~19 SY EXISTING CONCRETE
TO BE REMOVED
~8 SY EXISTING CONCRETE
PAD TO BE REMOVED
EXISTING TREES TO
BE REMOVED
EXISTING TREES
TO REMAIN
EXISTING TREES TO
BE REMOVED
FEMA FLOOD ZONE "AE"
EXISTING BUILDING
TBA: 2330 S.F.
BUILDING HEIGHT: 15 FT.
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
APPROXIMATE LIMITS OF
BUILDING EXPANSION
TBA: 2470 S.F.
BUILDING HEIGHT: 17 FT.
9.00' (TYP)
8.00'
(TYP)
8.00'
(TYP)
6.00'
5.00'
5.00'
5.00'
COMPACTOR ENCLOSURE
(SEE ARCH PLANS)
5.00'
8.00'
23.00'
COVERED BICYCLE RACKS
(SEE ARCH PLANS)
MAIN INGRESS/EGRESS
TO NORTH COLLEGE
AVENUE
8'
SIDEWALK
8.0'
SIDEWALK
10.61'
40.13'
EXISTING
MONUMENT SIGN
PROPOSED
CURB RAMP
APN:9701300035
PROPOSED STEPS
LANDSCAPE
AREA
LANDSCAPE
AREA
LANDSCAPE
AREA
SAWCUT LINE
LANDSCAPE AREA
(SEE LANDSCAPE PLANS)
PROPOSED CURB
AND GUTTER
17.00'
(TYP)
N: 1460995.76
E: 3117769.43
N: 1460996.65
E: 3117677.59
15.0'
EXISTING BUILDING
FFE = 4968.9'
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
15.0'
UTILITY EASEMENT
2.1%
2.2%
1.0%
EX. 1.2%
EX. 0.5%
EX. 0.6%
SAWCUT LINE
2.6%
0.5%
1.1%
CROSS PAN
1.5%
HC PARKING AREA
2% MAX IN ANY
DIRECTION
GRADE BREAK - RIDGE
2.0%
2.0%
2.0%
2.0%
3.0%
2.3%
4.0%
2.0%
MATCH
EXISTING
1.5%
3.1%
4.5%
6.8%
7.7%
2.0%
CROSS PAN
SAWCUT LINE
2.0%
0.8%
0.5% 1.9%
2.0%
1.0%
1.0%
1.2%
3.3%
3.0%
1.0%
CROSS PAN
SAWCUT LINE
2.0%
2.0%
2.0%
FEMA FLOOD ZONE "AE"
FEMA FLOOD ZONE "X"
FEMA FLOOD ZONE "AE"
EXISTING BUILDING
FFE=4968.9
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
APPROXIMATE LOCATION OF EXISTING
10" SAN
EX. 3/4" WATER SERVICE
EX. 10" VCP SAN
EX. 8" WATERMAIN
EX. OVERHEAD ELECTRIC
EXISTING GAS
CONNECT TO
EXISTING INLET
EXISTING
MANHOLE
APPROXIMATE LOCATION
OF EXISTING STORM LINE
AND STRUCTURES
15.0'
UTILITY EASEMENT
PROPOSED 4"
SANITARY CONNECTION
INV: 4959.34
(SEE ARCH PLANS FOR
EXACT LOCATION)
92.5'
PUBLIC R.O.W.
MAIN INGRESS/EGRESS
TO NORTH COLLEGE
AVENUE W/ CROSSPAN
8.0'
SIDEWALK
8.0'
SIDEWALK
EXISTING GAS
EXISTING GAS
CONCRETE CROSSPAN PROPERTY LINE
PROPERTY LINE
STORM A (SEE SHEET 07)
STORM B (SEE SHEET 08)
CONNECT TO EXISTING
10" SAN
INV: 4959.20
PROPOSED BUILDING EXPANSION
FFE=4968.90
CONCRETE CROSSPAN
CHASE
FEMA FLOOD ZONE "AE"
FEMA FLOOD ZONE "X"
CONCRETE TRICKLE CHANNEL
WALL
OPENING
0
SCALE: 1"=10'
5 10 20
PROJ. MGR.:
DRAWN BY:
DATE:
EXISTING BUILDING
FFE=4968.9
EX. 3/4" WATER SERVICE
CONNECT TO
EXISTING INLET
APPROXIMATE LOCATION
OF EXISTING STORM LINE
AND STRUCTURES
9+86
10+00
11+00
12+00 12+45
SEE STORM PLAN
B ON SHEET 08.
PROPOSED BUILDING EXPANSION
FFE=4968.90
EXISTING GAS
EXISTING CAR SALES
FEMA FLOOD ZONE "AE"
FEMA FLOOD ZONE "X"
NORTH COLLEGE AVENUE
4960
4965
4970
4960
4965
4970
9+50 10+00 11+00 12+00 12+50
9+50 10+00 11+00 12+00 12+50
27' ~ 12" PVC @ 0.50%
60' ~ 12" PVC @ 0.50%
10' ~ 12" PVC @ 0.50%
14' ~ 12" RCP @ 1.00%
140' ~ 8" PVC @ 0.44%
PR STM BASIN 05
STA: 10+96.70, 0.00'
RIM: 4968.80
INV IN: 4962.18 (E-8")
INV IN: 4962.38 (N-12")
INV OUT: 4962.18 (W-12")
CUT: 7.1
PR STM MH 04
STA: 10+69.47, 0.00'
RIM: 4968.54
INV IN: 4962.05 (E-12")
INV OUT: 4962.05 (S-12")
CUT: 6.5
PR STM MH 03
STA: 10+09.55, 0.00'
RIM: 4968.05
INV IN: 4961.75 (N-12")
INV OUT: 4961.75 (W-12")
CUT: 6.3
EX STM MH 01
STA: 9+85.59, 0.00'
RIM: 4967.64
INV IN: 4961.56 (E-12")
INV OUT: 4961.46 (W-12")
PR STM INLET 06
STA: 12+36.85, -0.01' L
NORTH COLLEGE AVENUE
EX. 3/4" WATER SERVICE
EX. 8" WATERMAIN
EXISTING GAS
15.0'
UTILITY EASEMENT
EXISTING GAS
CONCRETE CROSSPAN
10+00
11+00 11+26
SEE STORM PLAN
A ON SHEET 07.
EXISTING BUILDING
FFE=4968.9
PROPOSED BUILDING EXPANSION
FFE=4968.90
4961
4965
4970
4961
4965
4970
9+50 10+00 11+00 11+50
9+50 10+00 11+00 11+50
PR STM BASIN 07
STA: 10+66.65, 0.00'
RIM: 4969.00
INV IN: 4963.25 (E-12")
INV OUT: 4963.05 (S-12")
CUT: 6.4
53' ~ 12" PVC @ 1.00%
67' ~ 12" PVC @ 1.00%
PR STM BASIN 05
STA: 10+96.70, 0.00'
RIM: 4968.80
INV IN: 4962.18 (E-8")
INV IN: 4962.38 (N-12")
INV OUT: 4962.18 (W-12")
CUT: 7.1
PR STM INLET 08
STA: 11+19.33, 0.00'
RIM: 4967.63
INV OUT: 4963.78 (W-12")
CUT: 4.4
EXISTING GROUND AT
CENTERLINE OF PIPE
PROPOSED GROUND
AT CENTERLINE OF PIPE
EXISTING GAS
LINE CROSSING
EXISTING 3
4" WATER
SERVICE CROSSING
1.00'
0.62'
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
EXISTING BUILDING
FFE = 4968.9
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
PROPOSED BUILDING
FFE = 4968.90
CF
X
X
X X
X
X X
X X
X X
X
X X
X
X X
X X
X X
X
X X
X
X X X
X
CF
CF CF
CF
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
CF
CW
IPS
SSA
PT
RS
VTC
SD
IPS
IPA
IPS
SP
SD SD
SD
SF SF SF
CF
PERIMETER SILT DIKES AND FENCES
INSTALL INLET PROTECTION
INSTALL STORM FACILITIES
INSTALL INLET PROTECTION
BEGIN ROUGH GRADING
STAGING AREA
VEHICLE TRACKING CONTROL
FOUNDATION/BUILDING CONSTRUCTION
APRON ON THIS SIDE OF
THE DIKE SHALL BE
FOLDED UNDER THE DIKE
SECTION 20" AND GLUED
DOWN
DT-SDP 11/01/07
NOTES:
1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH
PAVEMENT.
2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE
PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.
ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG
BOTH EDGES.
OVERLAP PER
MANUFACTURER'S
RECOMMENDATIONS
DIKE PLAN VIEW
ADHESIVE
ADHESIVE
ADHESIVE
ADHESIVE
FLOW
CONSTRUCTION
AREA
APRON
EXISTING CONCRETE OR
ASPHALT PAVEMENT
SECTION A-A ADHESIVE
FLOW
ADHESIVE
N.T.S.
SILT DIKE
(ON EXISTING PAVEMENT)
20" 20"
A A
(MODIFIED)
CEC PROVIDED
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
EROSION CONTROL DETAILS - 1
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:34 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Erosion Control Details.dwg Updated By: mmcguire
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
EROSION CONTROL DETAILS - 2
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:34 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Erosion Control Details.dwg Updated By: mmcguire
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
CONSTRUCTION DETAILS
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:34 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Construction Details.dwg Updated By: mmcguire
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
CONSTRUCTION DETAILS
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:34 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Construction Details.dwg Updated By: mmcguire
A CONCRETE TRICKLE CHANNEL DETAIL
1.0' 1.0'
1"
6"
CONCRETE
COMPACT SUBGRADE
TO 95% DENSITY
Ύ/D E^/KE^DzsZzц1
2" DEPENDING ON PRECASTER BUILD
CONFIGURATION
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
CONSTRUCTION DETAILS
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:34 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Construction Details.dwg Updated By: mmcguire
FINAL GRADING/FINAL STABILIZATION
PAVING
DEMOLISH PAVEMENT AND BUILDING
DEC
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE
CONSTRUCTION SEQUENCE MAY JUN SEP OCT NOV JAN FEB MAR APR
1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION.
JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG
INSTALL CURB AND GUTTER
SEQUENCE SCHEDULE
0
SCALE: 1"=10'
5 10 20
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
EROSION & SEDIMENT CONTROL PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:33 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Erosion Control Plan.dwg Updated By: lmoran
STORMWATER QUALITY BEST MANAGEMENT PRACTICES
SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION,
SEDIMENTATION, INCREASED POLLUTANT LOADS, AND
CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM
LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT
PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING
WATERS.
EROSION AND SEDIMENT CONTROL NOTES:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24
HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY (STOCKPILING,
STRIPPING, GRADING, ETC). ALL OF THEIR 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.
3. PRE-DISTRUBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE.
REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED
FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY
INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING
OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION
CONTROL IS 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 STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION
ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE
IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS
DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED
OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO
ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY.
7. 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 30 DAYS SHALL BE SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER
MATERIAL ONTO CITY STREETS BY TO FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL
SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR.
PROPERTY LINE
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING STORM SEWER
EROSION CONTROL LEGEND
EROSION CONTROL BLANKET
PER UDFCD DETAIL EC-6
CONCRETE WASHOUT AREA
PER UDFCD DETAIL MM-1
INLET PROTECTION FOR AREA INLETS
PER UDFCD DETAIL SC-6
SILT DIKE PER DETAIL SD
CF
CW
ECB
IPA
SD
SSA
VTC
CONSTRUCTION FENCE
STABILIZED STAGING AREA
PER UDFCD DETAIL SM-6
VEHICLE TRACKING CONTROL
PER UDFCD DETAIL SM-4
FINAL STABILIZATION (PER APPROVED
LANDSCAPE PLANS)
STOCKPILE MANAGEMENT PER
SP UDFCD DETAIL MM-2
INLET PROTECTION, CURB
IPS PER UDFCD DETAIL SC-6
PT PORTABLE TOILET
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
RS ROCK SOCK PER UDFCD DETAIL SC-5
SILT FENCE PER CITY OF FORT
X SF COLLINS DETAIL D-28
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
STORM PLAN & PROFILE B
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:33 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\STM P&P.dwg Updated By: lmoran
PROFILE STORM B
0
SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
5 10 20
RIM: 4966.22
INV OUT: 4962.80 (W-8")
CUT: 3.9
EXISTING GROUND AT
CENTERLINE OF PIPE
PROPOSED GROUND
AT CENTERLINE OF PIPE
EX STM INLET 02
STA: 10+00.00, 0.02' R
RIM: 4967.37
INV IN: 4961.70 (E-12")
INV OUT: 4961.70 (W-12")
CUT: 6.2
EXISTING GAS
LINE CROSSING
2.32'
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
STORM PLAN & PROFILE A
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:33 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\STM P&P.dwg Updated By: lmoran
PROFILE STORM A
0
SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
5 10 20
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
OVERALL UTILITY PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:32 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Utility Plan.dwg Updated By: lmoran
~144' TO FIRE HYDRANT
UTILITY NOTES:
1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF
STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF
ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY
OWNER(S).
2. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS,
CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY
SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT.
CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT
LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE
FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED
TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE
RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO
CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES AND FEATURES PRIOR TO CONSTRUCTION.
4. REFER TO SHEETS 07 AND 08 FOR STORM SEWER PLAN AND PROFILES WITH DETAILED DESIGN
INFORMATION.
5. ALL PROPOSED STORM SEWER PIPE AND STRUCTURES SHOWN ON THESE PLANS ARE PRIVATE
AND ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER OR FUTURE ASSIGNS.
6. ALL DOMESTIC WATER SERVICE LINES SHOWN ON THESE PLANS ARE PRIVATE AND ARE TO BE
OWNED AND MAINTAINED BY THE PROPERTY OWNER OR FUTURE ASSIGNS.
7. ALL PROPOSED SANITARY SEWER SERVICE LINES, SHOWN ON THESE PLANS ARE PRIVATE AND ARE
TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER OR FUTURE ASSIGNS.
FEMA FLOOD ZONE "X"
CONCRETE TRICKLE CHANNEL
PROPOSED BUILDING EXPANSION
FFE = 4968.90'
SWALE
CENTERLINE
0
SCALE: 1"=10'
5 10 20
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
GRADING AND DRAINAGE PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:32 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Grading Plan.dwg Updated By: lmoran
~144' TO FIRE HYDRANT
GRADING PLAN NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES AND FEATURES PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL MATCH EXISTING GRADES AT PROPERTY AND NOT GRADE ON ADJACENT
PROPERTIES WITHOUT PRIOR WRITTEN CONSENT FROM PROPERTY OWNER.
3. THE GRADING PLAN INDICATES THE FINISHED GROUND ELEVATIONS AROUND THE PERIMETER OF
THE BUILDINGS. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL
PLANS FOR FOUNDATION TYPES AND FOOTING ELEVATIONS.
4. PER ADA REQUIREMENTS, HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 2.0%
IN ANY DIRECTION. CONTRACTOR SHALL TAKE CARE DURING PAVING TO ENSURE THAT THIS
REQUIREMENT IS MET.
5. ALL HANDICAP RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS
SLOPE OF 2.0% OR LESS.
6. ALL RADII LABELS ON THE PLAN SHEET FOR CURB AND GUTTER RETURNS, NOSES, OR CURVES
ARE TO THE FLOWLINE. ALL RADII FOR PARKING STALL RETURNS ARE 5.0' TO THE FLOWLINE,
UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR SHALL CALL 811 PRIOR TO ANY WORK PERFORMED TO LOCATE UTILITIES AND
SHALL CONTACT THE OWNER IF UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS.
8. ALL SPOT ELEVATIONS ARE FLOW LINE ELEVATIONS, UNLESS OTHERWISE NOTED.
UTILITY EASEMENT
MILL AND OVERLAY EXISTING
ASPHALT PAVEMENT
CHASE
91.85'
(SEE ARCH PLANS)
28.05'
(SEE ARCH PLANS)
R2.00'
R2.00'
R2.00'
PROPOSED
CONCRETE WALK
PROPOSED ASPHALT
PROPOSED
CONCRETE WALK
PROPOSED ASPHALT
PAINTED WHITE
PARKING STRIPE (TYP)
FLOOD ZONE X
FLOOD ZONE AE
SAWCUT LINE
BIORETENTION FACILITY
TRICKLE CHANNEL
PROPOSED CURB
0
SCALE: 1"=10'
5 10 20
SITE PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:32 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Site Plan.dwg Updated By: lmoran
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
1. SIDEWALK WITHIN THIS PROJECT SHALL BE 5' WIDE CONCRETE
UNLESS OTHERWISE NOTED.
2. PARKING LOT DIMENSIONS ARE TO THE FLOWLINE UNLESS
OTHERWISE NOTED.
3. TYPICAL PARKING STALL DIMENSION SHOWN ON THIS PLAN IS 9' X
17'
4. PARKING LOT CURB RADII ARE 5' AT FLOWLINE UNLESS
OTHERWISE NOTED.
5. SEE ARCH PLANS FOR EXACT BUILDING DIMENSIONS, LOCATIONS
OF DOORS, AND BUILDING LIGHTING LOCATIONS.
NOTES
FEMA FLOOD ZONE "X"
FEMA FLOOD ZONE "AE"
FEMA FLOOD ZONE "X"
EXISTING FIRE HYDRANT
APPROXIMATELY ~145' TO SOUTH
0
SCALE: 1"=10'
5 10 20
EXISTING CONDITIONS AND DEMOLITION PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
2/2/2016
STF
JAR
DJM
Plotted: 2/2/2016 12:31 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Existing Conditions.dwg Updated By: lmoran
~145' TO FIRE HYDRANT
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE PAVEMENT TO BE REMOVED
MILL AND OVERLAY EXISTING
ASPHALT PAVEMENT
1. CONTRACTOR SHALL COORDINATE ALL UTILITY REMOVALS AND
RELOCATIONS WITH CORRESPONDING UTILITY COMPANY.
2. EXISTING TOPOGRAPHY SHOWN REPRESENTS SITE CONDITIONS
AS PREPARED BY MANHARD CONSULTING ON SEPTEMBER 23,
2015. CONTRACTOR SHALL FIELD CHECK EXISTING ELEVATIONS
AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO
STARTING CONSTRUCTION.
3. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS
BASED, IN PART, UPON INFORMATION FURNISHED BY UTILITY
COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND
COMPLETENESS CANNOT BE GUARANTEED NOR CERTIFIED TO.
NOTES
12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS.
IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND
DRY UTILITIES.
13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE
PLANS AND APPROVED BY THE WATER UTILITY.
14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO
INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED
STATES.
15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE
(CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER
MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN.
16. THE 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 STORMWATER UTILITY DEPARTMENT. CERTIFICATION
SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE
OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE
STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE
ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
18. THE LOCAL ENTITY 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 (NAME OF THE STUDY AND DATE) BY
(ENGINEERING FIRM) 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 AS BEEN PROVIDED, THE DEVELOPER MAY
COMMENCE WORK IN THE ENGINEER 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 RIGHTOF-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.
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:
BENCHMARKS²LOCAL ENTITY SURVEY.
B.M.NUMBER___________________,ELEV.=_____________________,
DESCRIPTION_______________________________________________.
41. ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER WORD) 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 ³T´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: (LIST).
48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT).
ENGINEER NOTES
1. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CODES, LICENSES, STANDARDS, SPECIFICATIONS, PERMITS, BONDS WHICH ARE
NECESSARY TO PERFORM THE PROPOSED WORK.
2. ALL CONSTRUCTION IN THE CITY RIGHT-OF-WAY SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT.
3. TRAFFIC AND PEDESTRIAN CONTROL SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
(LATEST EDITION).
4. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST
RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS.
SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF
THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES OR TO ANY EXISTING
STRUCTURE WHERE EXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS. THE CONTRACTOR MAY BE REQUIRED TO
USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING.
5. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING CONSTRUCTION. THE PLAN MAY BE MODIFIED WITH APPROPRIATE APPROVALS FROM THE CITY'S
ENGINEERING DIVISION AS FIELD CONDITIONS WARRANT.
6. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR AT THE
CONTRACTOR'S EXPENSE.
7. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORM WATER
DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." FOR INFORMATION, PLEASE CONTACT COLORADO DEPARTMENT
OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, WQCD-P-B2, 4300 CHERRY CREEK DRIVE
SOUTH, DENVER, COLORADO 80246-1530. ATTENTION: PERMITS UNIT. PHONE (303) 692-3590.
8. 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 CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL
UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN
UNDERGROUND UTILITIES.
9. THE CONTRACTOR SHALL REGULARLY PATROL THE PUBLIC LANDS ADJACENT TO THE DEVELOPMENT, REMOVE CONSTRUCTION
DEBRIS AND KEEP CLEAN AND SAFE.
10. IN CASE OF CONFLICTS WITHIN DRAWINGS AND SPECS, THE MOST STRINGENT REQUIREMENTS, AS DETERMINED BY THE
ENGINEER, SHALL GOVERN.
STANDARD NOTES
PROPOSED FDC
EXISTING OVERHEAD ELECTRIC
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED SIGN
EXISTING SIGN
PARKING COUNT SYMBOL
ADJ ADJUST
ARCH ARCHITECT
BOP BOTTOM OF PIPE
B/W BACK OF WALK
BM BENCHMARK
B/O BY OTHERS
BW BOTTOM OF WALL
CB CATCH BASIN
CL CENTERLINE
C.O.F. CITY OF FORT COLLINS
CONC CONCRETE
CY CUBIC YARD
DIA DIAMETER
DIP DUCTILE IRON PIPE
E ELECTRIC
ELEV ELEVATION
EP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FG FINISHED GRADE
FF FINISHED FLOOR
FFE FINISH FLOOR ELEVATION
FES FLARED END SECTION
FL FLOW LINE/ FIRE LANE
G GROUND
G/F GRADE AT FOUNDATION
G/S GARAGE SLAB
GW GUY WIRE
HP HIGH POINT
HYD HYDRANT
INL INLET
INV INVERT
LP LOW POINT
ME MATCH EXISTING
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
PA PUBLIC ACCESS
PL PROPERTY LINE
PP POWER POLE
PROP PROPOSED
PVC POLYVINYL CHLORIDE PIPE
P PAVEMENT
R RADIUS
ROW RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
SAN SANITARY SEWER
SF SQUARE FOOT
SMH SANITARY MANHOLE
ST STORM SEWER
SW SIDEWALK
SY SQUARE YARDS
TB THRUST BLOCK
TBR TO BE REMOVED
T TELEPHONE
TC TOP OF CURB
TF TOP OF FOUNDATION
TOP TOP OF PIPE
TW TOP OF WALL
TEMP TEMPORARY
U UTILITY
WM WATER MAIN
WSE WATER SURFACE ELEVATION
LEGEND ABBREVIATIONS
M
THE GROW SHOP, LLC
PO BOX 1428
FORT COLLINS, CO 80522
CONTACT: JOE DICE
MANHARD CONSULTING LTD
8008 EAST ARAPAHOE COURT
SUITE 110
CENTENNIAL, CO 80112
CONTACT: DANIEL MADRUGA PE
ENGINEER:
OWNER/DEVELOPER:
SICKBERT & ASSOCIATES
5375 PENNSYLVANIA AVENUE
BOULDER, CO 80303
CONTACT: MIKE SICKBERT
ARCHITECT:
FLOOD PLAIN ENGINEER
HIGH POINT ENGINEERING
PO BOX 150894
LAKEWOOD, CO 802015
CONTACT: JOHN TOMPKINS
LANDSCAPE ARCHITECT
NATURE'S DESIGN ASSOCIATES, LLC
15674 INDIANA GULCH ROAD
JAMESTOWN, CO 80455
CONTACT: BECKY MARTINEK
APPLICANT/TENANT
THE GREEN SOLUTION, LLC
700 17TH STREET, SUITE 2200
DENVER, CO 80202
CONTACT: KYLE SPEIDELL
OWNER'S ACKNOWLEDGMENT
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS
OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT
I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
OWNER (SIGNED) DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ________ DAY OF _____________ 20_____ A.D. BY
(PRINT NAME)
AS ____________________________________
MY COMMISSION EXPIRES:_______________
WITNESS MY HAND AND OFFICAL SEAL.
NOTARY PUBLIC ADDRESS
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN
ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES,
RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
THESE PLANS HAVE BEEN REVIEWED BY THE 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 THE ITEMS ON THE PLANS AR 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.
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
01 COVER SHEET
02 GENERAL NOTES
03 EXISTING CONDITIONS AND DEMOLITION PLAN
04 SITE PLAN
05 GRADING AND DRAINAGE PLAN
06 OVERALL UTILITY PLAN
07 STORM PLAN & PROFILE A
08 STORM PLAN & PROFILE B
09 EROSION & SEDIMENT CONTROL PLAN
10 EROSION CONTROL DETAILS - 1
11 EROSION CONTROL DETAILS - 2
12 CONSTRUCTION DETAILS
13 CONSTRUCTION DETAILS
14 CONSTRUCTION DETAILS
DANIEL J. MADRUGA
REGISTERED PROFESSIONAL ENGINEER
STATE OF COLORADO NO. 36834
MANHARD CONSULTING
8008 EAST ARAPAHOE COURT
CENTENNIAL, CO. 80112
(303) 531-3400
UTILITY PLANS FOR
THE GREEN SOLUTION
810 N COLLEGE AVE
LOT 1, TGS COLLEGE AVENUE SUBDIVISION
A PART OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS AND COUNTY OF LARIMER, STATE OF COLORADO
PROJECT DATUM: NAVD88
SOURCE BENCHMARKS:
1. CITY OF FORT COLLINS BM 1-00
2" ALUMINUM CAP ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE
AVENUE.
ELEVATION = 4968.74 (NAVD 88)
2. CITY OF FORT COLLINS BENCHMARK 43-97
2" ALUMINUM CAP LOCATED ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL
BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE AND
CONIFER STREET.
ELEVATION = 4960.11 (NAVD 88)
MEASURED ELEVATION = 4960.18
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED. NGVD29 = NAVD88 - 2.94'.
BENCHMARKS