HomeMy WebLinkAboutFAIRWAY APARTMENTS - FDP210023 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (3)BLDG
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1LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1
SPRADLEY BARR FORD SUBDIVISION
LOT 1
WEBERG, P.U.D.FOSSIL BLVDLOT 1
GEORGE T. SANDERS CO. P.U.D.
REC. NO. 19960013545
WEST FAIRWAY LANE SOUTH COLLEGE AVENUE (SH 287)CCCCCCCCCCCCCCCCCCCCCCC0 50
SCALE: 1" = 50'
1002550
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSITE PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC3.0 CJS20065_SITE_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 PLAN NOTES
1 NEW ASPHALT PAVING
NEW CONCRETE WALK
NEW ACCESSIBILITY RAMP
NEW 4" PAINTED WHITE STRIPE AT 3' O.C. (TYP.)
NEW PAINTED INTERNATIONAL DISABLED SYMBOL (TYP.)
NEW 4" PAINTED WHITE PARKING STRIPE (TYP.)
NEW HIGH VOLUME DRIVE TYPE III CONCRETE DRIVE
APPROACH PER LCUASS STANDARDS
12" WHITE STOP BAR
STOP SIGN (R1-1)
NEW TRASH PAD AND ENCLOSURE (TYP.) (SEE ARCH. FOR DETAILS)
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NEW BIKE RACKS11
ACCESSIBILITY NOTE
1.ACCESSIBLE ROUTE TO MEET THE MINIMUM STANDARDS
SET FORTH BY THE ADA STANDARDS FOR ACCESSIBLE
DESIGN, LATEST EDITION.
POOL AND AMENITY AREA (GRILL AREAS, FIRE TABLES, CABANAS, ETC.)12
TRANSFORMER PAD
PARK SPACE/PLAYGROUND/TOT LOT
TRICKLE CHANNEL
OUTLET STRUCTURE & SCOURSTOP PROTECTION
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SECONDARY EMERGENCY ACCESS WITH EMERGENCY ACCESS GATE AND
ROLL-OVER CURB17
CRUSHER FINES TRAIL18
NEW CURB AND GUTTER (TYP.)19
DOG PARK20
DOG WASH21
DOGHOUSES WITH FIRE RISER (TYP.)22
LIGHT POLES (TYP.)23
PEDESTRIAN CORRIDOR AREA (SEE ARCH PLANS)24
PEDESTRIAN HANDICAP RAMPS (TYP.)25
RAISED PEDESTRIAN CROSSING (SEE ARCH PLANS)26
STANDARD 90 DEGREE PARKING SPACE WITH 2' OVERHANG (TYP.)27
SIDEWALK ANGLED PARKING SPACE WITH 2' OVERHANG (TYP.)28
STANDARD COMPACT PARKING SPACES (TYP.)29
PARALLEL PARKING SPACES (TYP.)30
NOTES:
1.EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS,
STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON
THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE
EXCAVATION FOR EXACT LOCATIONS.
2.UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED
UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE
PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN
CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF
WORK BEING PERFORMED.
FIRE DEPARTMENT CONNECTION (FDC)31
POND ACCESS32
SECONDARY EMERGENCY ACCESS
NON-ENGINEERED RETAINING WALL (VARYING HEIGHT - 1 FT TO 2.5 FT)33
MAIL KIOSK34
AIR CONDITIONING CONDENSER UNITS
FIRE LANE NOTE
1.ALL FIRE LANES SHALL BE CAPABLE OF SUPPORTING 40
TONS.
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COLLEGE AVENUECAR DEALERSHIP
ENTRANCE
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FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONDETAILED SITE LOCATION LAYOUT AND GRADINGFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC3.1 CJS20065_SITE_INSET_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------2000650 10
SCALE: 1" = 10'
20510
NORTH
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1LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1
SPRADLEY BARR FORD SUBDIVISION
LOT 1
WEBERG, P.U.D.FOSSIL BLVDLOT 1
GEORGE T. SANDERS CO. P.U.D.
REC. NO. 19960013545
WEST FAIRWAY LANE SOUTH COLLEGE AVENUE (SH 287)0 50
SCALE: 1" = 50'
1002550
FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONOVERALL GRADING PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.0 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065GRADING NOTES:
1.THE FINISHED GRADE AROUND THE BUILDING FOUNDATION SHALL BE SET 8-INCHES BELOW THE FINISHED FLOOR ELEVATION (FFE), EXCEPT WHERE BUILDING
ENTRANCES ARE LOCATED. SEE ARCHITECTURAL PLANS FOR MORE DETAIL.
2.THE SLOPES IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE GRADED AWAY AT A SLOPE NOT LESS THAN 1:20 (5%) FOR A MINIMUM DISTANCE OF
10-FEET AS PER THE REQUIREMENTS OF SECTION 1804.4 INTERNATIONAL BUILDING CODE (IBC), 2018, EXCEPT WHERE INGRESS/EGRESS AREAS ARE LOCATED, OR PER
THE MINIMUM STATED IN THE GEOTECHNICAL ENGINEERING REPORT.
3.GEOTECHNICAL REPORT WAS PROVIDED BY KUMAR AND ASSOCIATES, INC. THE ORIGINAL REPORT WAS DATED MARCH 19, 2020. SINCE THAT TIME THERE HAVE BEEN
ADDITIONAL SUPPLEMENTAL REPORTS.
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Text Over Text
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except as noted.**
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3 FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONNW GRADING PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.1 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------2000650 20
SCALE: 1" = 20'
401020
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SOUTH COLLEGE AVENUE (SH 287)FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONNE GRADING PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.2 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------2000650 20
SCALE: 1" = 20'
401020
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1 FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSW GRADING PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.4 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------2000650 20
SCALE: 1" = 20'
401020
11/23/2021
**All circled are line over text.**
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1BNSF RAILWAY(200' RIGHT OF WAY)17
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28LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1
SPRADLEY BARR FORD SUBDIVISION
LOT 1
WEBERG, P.U.D.FRONTAGE ROADFOSSIL BLVDLOT 1
GEORGE T. SANDERS CO. P.U.D.
REC. NO. 19960013545
WEST FAIRWAY LANE SOUTH COLLEGE AVENUE (SH 287)0 50
SCALE:
1:50_XREF
1002550
FINAL DEVELOPMENT PLANNORTH
NOTES:
1.EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS,
STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON
THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE
EXCAVATION FOR EXACT LOCATIONS.
2.UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED
UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE
PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN
CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF
WORK BEING PERFORMED.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONOVERALL UTILITY PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.0 CJS20065_UTIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065UTILITY NOTES:
1.ALL WATER MUST BE CONSTRUCTED PER CURRENT FORT COLLINS-LOVELAND WATER DISTRICT
(FCLWD) SPECIFICATIONS.
2.DOMESTIC WATER SERVICE SIZES SHALL BE 1-1/2" TO 2" IN DIAMETER. SANITARY SEWER SERVICES
SHALL BE 4" IN DIAMETER, AND FIRE LINES SHALL BE 6" IN DIAMETER. SIZES TO BE VERIFIED BY
MEP ENGINEER.
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1BNSF RAILWAY(200' RIGHT OF WAY)17
18
19
20
21
22
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24
25
26
27
28LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1
SPRADLEY BARR FORD SUBDIVISION
LOT 1
WEBERG, P.U.D.FRONTAGE ROADFOSSIL BLVDLOT 1
GEORGE T. SANDERS CO. P.U.D.
REC. NO. 19960013545
WEST FAIRWAY LANE SOUTH COLLEGE AVENUE (SH 287)DOG
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8 SPACES
10 SPACES10 REGULARSPACES7 REGULARSPACES8 REGULARSPACES10 REGULARSPACES8 REGULARSPACES11 COMPACT1 REGULARSPACERCCCCCCCCCCC14 REGULAR
SPACES KEPT THIS AS12 REGULARSPACES12 COMPACT1 HC SPACECCCCCCCCC11 REGULAR SPACEsCCC10 SPACES0 50
SCALE: 1"=50'
1002550
FINAL DEVELOPMENT PLANNORTH
FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONWATERLINE PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.6 CJS20065_WATER_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065UTILITY NOTES:
1.ALL WATER MUST BE CONSTRUCTED PER CURRENT FORT
COLLINS-LOVELAND WATER DISTRICT (FCLWD) SPECIFICATIONS.
2.ALL SEWER MUST BE CONSTRUCTED PER CURRENT SOUTH FORT COLLINS
SANITATION DISTRICT (SFCSD) SPECIFICATIONS.
3.BUILDINGS 1-12 REQUIRE 1 1/2 INCH METER. PIPE ON BUILDING SIDE OF
METER WILL BE UP-SIZED TO 2-INCH DIAMETER 5 FEET BUILDING SIDE OF
THE METER VAULT. SERVICE LINE SHALL BE PERPENDICULAR FROM THE
MAIN TO THE TERMINATION POINT 5' DOWNSTREAM (BUILDING SIDE) OF
THE METER.
4.SANITARY SEWER SERVICES TO BUILDINGS ARE 6-INCH DIAMETER AT 1%
MINIMUM WITH A CLEAN-OUT LOCATED 5-FEET OUTSIDE THE BUILDING
FOOTPRINT.
5.SEE PLUMBING PLANS FOR EXACT LOCATIONS OF WHERE SERVICES LEAVE
THE BUILDING FOOTPRINTS.
6.ALL TRANSFORMER PADS SHOWN ARE FOR SINGLE PHASE ONLY, UNLESS
OTHERWISE NOTED. PRIMARY WIRE ROUTING IS SHOWN FOR SCHEMATIC
PURPOSES ONLY.
7.WATER AND SANITARY MAINS SHALL HAVE THE FOLLOWING MINIMUM
SEPARATION REQUIREMENTS:
7.1.10' HORIZONTAL SEPARATION BETWEEN ANY SEWER, STORM OR
NON-POTABLE WATER.
7.2.10' HORIZONTAL SEPARATION FROM TREE TRUNKS.
7.3.6' HORIZONTAL SEPARATION FROM DRY UTILITIES.
7.4.1.5' VERTICAL SEPARATION FROM OTHER UTILITIES.
8.PIPE MATERIALS SHALL BE AS FOLLOWS:
8.1.POTABLE WATER MAINS (8") AND FIRE SUPPLY LINES (6") TO BE CLASS
150 PVC, C900 (DR 18), OR APPROVED EQUAL.
8.2.SANITARY SEWER MAINS (8") AND SERVICES (6") TO BE SDR 35 PVC, OR
APPROVED EQUAL.
8.3.POTABLE WATER SERVICES (1-1/2") TO BE TYPE K COPPER.
8.4.IRRIGATION TAP (1") TO BE TYPE K COPPER.
8.5.FINAL SIZING OF WATER METERS, SERVICES, IRRIGATION TAP AND
FIRE SUPPLY LINES TO BE DETERMINED BY MEP, AND/OR FIRE
SUPPRESSION DESIGNER, AND/OR IRRIGATION DESIGNER PRIOR TO
CONSTRUCTION.
9.MAINS TO BE BURIED WITH 5' TO 6' OF COVER, UNLESS OTHERWISE NOTED.
10.SANITARY SERVICES ENDS TO BE PLUGGED WITH AN AIR-TIGHT PLUG AND
MARKED WITH A 4X4 WOODEN POST.
11.JOINT RESTRAINTS SHALL BE USED ON ALL FITTINGS WITH REQUIRED
LENGTH OF RESTRAINED PIPE PER DETAIL, ASIDE FROM WHEN CONNECTING
TO EXISTING MAINS WHICH REQUIRE THRUST BLOCKS.
12.FIRE HYDRANTS TO BE LOCATED AT LEAST 2' FROM BACK OF CURBS AND AT
LEAST 10' FROM ABOVE GROUND UTILITIES (i.e., TRANSFORMERS,
PEDESTALS, LIGHT POLES, ETC.).
13.CONTRACTOR SHALL NOT MAKE ANY TAPS WITHOUT PRIOR PERMISSION
FROM FCLWD & SFCSD.
14.SERVICE TAPS ON LIVE MAINS WILL BE MADE ONLY UNDER THE DIRECT
SUPERVISION OF THE FCLWD. THE CONTRACTOR SHALL COORDINATE WITH
THE FCLWD REPRESENTATIVE.
15.TAPPING SLEEVE AND VALVE SHALL BE IN ACCORDANCE WITH SECTION
02713, 2.6 OF THE FCLWD STANDARD CONSTRUCTION SPECIFICATIONS,
JUNE 2010 (REVISION 2.0).
16.ALL 1 1
2 INCH WATER SERVICES THAT CROSS UNDER ANY STORM PIPE
GREATER THAN 24-INCHES SHALL HAVE A 10 FOOT, 4" C900 PVC CASING
CENTERED ON THE CROSSING. ALL 6" FIRE SUPPLY LINES AND 6" HYDRANT
BRANCHES THAT CROSS UNDER ANY STORM PIPE GREATER THAN 24-INCHES
SHALL HAVE A 10 FOOT, 12" C900 PVC CASING CENTERED ON THE
CROSSING.
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1LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1
SPRADLEY BARR FORD SUBDIVISION
LOT 1
WEBERG, P.U.D.FOSSIL BLVDWEST FAIRWAY LANE SOUTH COLLEGE AVENUE (SH 287)0 50
SCALE: 1" = 50'
1002550 FINAL DEVELOPMENT PLANNORTH
NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
CONSTRUCTION SEQUENCE:
1.APPLY FOR ALL REQUIRED PERMITS FOR PROPOSED WORK.
2.INSTALL STABILIZED STAGING AREA AND VEHICLE TRACKING CONTROL.
3.INSTALL PERIMETER SILT FENCING AND SEDIMENT CONTROL LOGS.
4.INSTALL INLET PROTECTION.
5.OBTAIN BUILDING/DEMO PERMITS, AS REQUIRED.
6.PERFORM STRIPPING, GRUBBING AND STABILIZE STOCKPILED MATERIALS.
7.PERFORM EARTHWORK.
8.STABILIZE STOCKPILED MATERIALS AND GRADED/DISTURBED AREAS, AS REQUIRED.
9.INSTALL UTILITIES, PAVEMENTS AND REMAINING IMPROVEMENTS (WITH THE EXCEPTION
OF SIDEWALK THAT WILL BE LOCATED OVER STORMTECH CHAMBERS.
10.INSTALL STORMTECH CHAMBER SYSTEMS.
11.INSTALL LANDSCAPE IMPROVEMENTS.
12.SOD/SEED AND MULCH NEWLY GRADED AND DISTURBED AREAS.
13.REMOVE ALL TEMPORARY BMPs ACCEPT FOR PERIMETER CONTROLS, INLET PROTECTION IN
GRASSED AREAS AND OUTLET PROTECTION.
14.REMOVE PERIMETER CONTROLS UPON ESTABLISHED 70% VEGETATED GROUND COVER.
PROJECT CONTROL/DATUM:
VERTICAL DATUM:
NGS BENCHMARK "Y402", ELEVATION = 5018.96 (NAVD88 VERTICAL DATUM)
HORIZONTAL DATUM:
COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.
HORIZONTAL CONTROL BASED UPON VRS NETWORK SOLUTION.
THIS DRAWING IS AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES, SCALE AT 0.99973332 (1.00026675) ABOUT THE
ORIGIN 0,0.
EROSION CONTROL CALCULATION TABLE
TOTAL PROJECT AREA ±11.0 ACRES
TOTAL AREA OF DISTURBANCE (ON-SITE ONLY)±10.5 ACRES
TOTAL AREA OF STAGING/STORAGE ±0.30 ACRES
TOTAL AREAS/ROADS FOR HAULING N/A
HEAVY OFF-SITE CONSTRUCTION TRAFFIC N/A
APPROX. % AREA DISTURBED AT ANY ONE TIME 50 %
EXISTING SOIL TYPE C
APPROX. DEPTH TO GROUNDWATER 15' TO 22'
NUMBER OF PHASES 1
TOTAL VOLUME IMPORT TO/EXPORT FROM
PROJECT
±1,500 CY
IMPORT
TOTAL AREA OFF-SITE STOCKPILING OF FILL FROM
PROJECT OR BORROW FROM STRIPPING THE
OFF-SITE AREA (SF/AC)
N/A
STEEPEST SLOPE (EXISTING/PROPOSED)27%/25%
DISTANCE FROM SENSITIVE AREA (WEST TO EAST)N/A
CONTOUR NOTE:
·PROPOSED AND EXISTING CONTOURS ARE SHOWN AT 5' MAJOR
AND 1' MINOR
AREA OF GRADING = 457,380 SF (10.5 ACRES)
EARTHWORK QUANTITIES
CUT 3,500 CY
FILL 5,000 CY
EROSION CONTROL LEGEND
STOCKPILE MANAGEMENT
STABILIZED STAGING AREA
PERMANENT SEEDING OR SOD
SILT FENCE
STREET SWEEPING
SURFACE ROUGHNING
GENERAL NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK ON THE
PROJECT.
2.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT AND ADJACENT TO THE JOB SITE,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE CITY TO CONDUCT CONSTRUCTION
REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S
SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
3.NO CONSTRUCTION DEBRIS OR MUD SHALL BE TRACKED ONTO ADJACENT STREETS. IF ANY TRACKING DOES OCCUR, IT SHALL BE
CLEANED IMMEDIATELY BY THE CONTRACTOR.
4.THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE
FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
5.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY MONUMENTS. ANY MONUMENT THAT MUST BE DESTROYED
FOR CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO
DISTURBING ANY MONUMENTS.
6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER AND THE ENGINEER OF ANY PROBLEMS IN IT IS THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER AND THE ENGINEER OF ANY PROBLEMS IN CONFORMING TO THESE PLANS
FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION.
7.CONTRACTOR SHALL COORDINATE THE IMPROVEMENTS WITH AND PROVIDE NOTIFICATION OF CONSTRUCTION SCHEDULING TO THE
OWNER OF ANY BUSINESS WHERE PROPOSED IMPROVEMENTS MAY AFFECT THE DAILY OPERATIONS OF THAT OWNER'S BUSINESS.
8.CONTRACTOR SHALL OBTAIN OWNER APPROVAL FOR ANY IMPROVEMENTS NOT CONTAINED WITHIN THESE PLANS.
9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE
TO CHANGED CONDITIONS ENCOUNTERED DURING THE PROGRESS OF ANY PORTION OF THE PROJECT.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES. IF A
UTILITY IS DAMAGED DURING CONSTRUCTION, THEN IT SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.
CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER/PROVIDER REGARDING ANY RE- ROUTING, REMOVAL, AND/OR
MODIFICATION TO ANY EXISTING UTILITY LINE AND/OR APPURTENANCE. CONTRACTOR TO COORDINATE WITH A LICENSED
ELECTRICIAN, AS REQUIRED, REGARDING ON - SITE ELECTRICAL ABANDONMENT,RE- ROUTING AND/OR PRESERVATION.
11.ALL EXISTING UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE AND SOME UTILITIES MAY NOT BE SHOWN AT ALL. SITE
CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES SHOWN OR NOT SHOWN IN
THESE PLANS PRIOR TO CONSTRUCTION.
12.STORMTECH CHAMBERS AT BOTH LOCATIONS TO BE CONSTRUCTION AS PART OF THE LATER PHASE OF CONSTRUCTION SEQUENCING
TO REDUCE POTENTIAL SEDIMENTATION OF CHAMBER SYSTEM (SEE CONSTRUCTION SEQUENCES NO. 9 AND 10 ABOVE). CONTINUE
TO PROTECT INLETS THAT CONTRIBUTE FLOW TO CHAMBER SYSTEMS THROUGH SUBSEQUENT CONSTRUCTION SEQUENCING.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
811
ROCK SOCK
CONCRETE WASHOUT AREA
OVERLAND FLOW ARROW
VEHICLE TRACKING CONTROL INLET PROTECTION
STAKED SEDIMENT CONTROL LOG
LIMITS OF CONSTRUCTION
OUTLET PROTECTION FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.0 CJS20065_EC PLAN_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------20006511/23/2021
**All Benchmark Statements must match on all sheets.**