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HomeMy WebLinkAboutFAIRWAY APARTMENTS - FDP210023 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCOVER SHEETFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC1.0 CJS20065_COVER_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065FAIRWAY LANE APARTMENTS VICINITY MAP NORTH SCALE: NTS All changes, addendums, 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. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT BASIS OF BEARINGS AND LINEAL UNIT DEFINITION 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. PARCEL 1: A TRACT OF LAND SITUATE IN THE NE ¼ OF SECTION 2, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., WHICH CONSIDERING THE EAST LINE OF SAID SECTION 2 AS BEARING S 00°47' W AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT A POINT WHICH BEARS S 00° 47' W 1445.83 FEET AND AGAIN N 88°52' W 47.36 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 2 AND RUN; THENCE N 88° 52' W 352.00 FEET; THENCE S 03° 40' E 403.36 FEET; THENCE N 87° 59' E 320.52 FEET; THENCE N 00° 52' E 384.34 FEET TO THE POINT OF BEGINNING, COUNTY OF LARIMER, STATE OF COLORADO. PARCEL 2: A TRACT OF LAND IN THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, LARIMER COUNTY, COLORADO, DESCRIBED AS FOLLOWS: CONSIDERING THE EASTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 2 AS BEARING S 00° 47' 00” W, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. FROM THE NORTHEAST CORNER OF SECTION 2, THENCE S 00° 47' 00” W, ALONG THE EASTERLY LINE OF THE NORTHEAST QUARTER OF SAID SECTION, 1953.53 FEET; THENCE S 87° 59' 00” W, 48.10 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 298 (COLLEGE AVENUE); THENCE N 00° 52' 00” E, ALONG SAID LINE, 24.68 FEET TO THE POINT OF BEGINNING; THENCE S 87°59'00” W, 613.01 FEET; THENCE S 01° 15' 00” W, 112.29 FEET TO A POINT ON THE NORTHERLY LINE OF THE WEBERG P.U.D. AS RECORDED IN RECEPTION NUMBER 89038633 OF THE LARIMER COUNTY RECORDS; THENCE N 88° 45' 00” W, ALONG SAID LINE, 54.00 FEET TO THE NORTHWEST CORNER THEREOF; THENCE N 01° 15' 00” E, 30.00 FEET; THENCE N 88° 45' 00” W, 246.56 FEET, TO A POINT ON THE EASTERLY RIGHT OF WAY OF THE COLORADO AND SOUTHERN RAILROAD; THENCE N 00° 53' 00” E, ALONG SAID LINE, 401.02 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN RECEPTION NUMBER 86012997 OF THE COUNTY RECORDS; THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID PARCEL THE FOLLOWING TWO COURSES AND DISTANCES: 1) S 88° 52' 00” E 200.00 FEET; 2)N 00° 53' 00” E, 200.00 FEET TO THE NORTHEAST CORNER THEREOF; THENCE S 88°52'00”E, 361.26 FEET, (PREVIOUSLY SHOWN AS 361.18 FEET) TO THE NORTHEAST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN RECEPTION NUMBER 86012995 OF THE COUNTY RECORDS; THENCE ALONG THE WESTERLY AND SOUTHERLY LINES OF SAID PARCEL THE FOLLOWING TWO COURSES AND DISTANCES: 1) S 03°40'00” E, 403.36 FEET; 2)N 87°59' 00” E, 320.52 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY 287 (COLLEGE AVENUE); THENCE S 00°52' 00” W, ALONG SAID LINE, 101.32 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE CITY OF FORT COLLINS IN DEED RECORDED JANUARY 6, 2003 AT RECEPTION NO. 2003001798, LARIMER COUNTY RECORDS. PARCEL 3: A TRACT OF LAND LYING IN THE NORTHEAST ¼ OF SECTION 2, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, LARIMER COUNTY, COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ASSUMING THE EAST LINE OF THE NORTHEAST ¼ OF SECTION 2, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, LARIMER COUNTY, COLORADO BEARS S 00° 47' 00” W WITH ALL BEARINGS HEREIN RELATIVE THERETO. COMMENCE AT THE NORTHEAST CORNER OF SECTION 2, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE RUN S 00°47'00” W ALONG THE EAST LINE OF THE NORTHEAST ¼ OF SAID SECTION 2 FOR A DISTANCE OF 1445.86 FEET; THENCE LEAVING SAID EAST LINE RUN N 88°52'00” W FOR A DISTANCE OF 47.36 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF STATE HIGHWAY NO. 287 (COLLEGE AVENUE), SAID POINT ALSO LYING ON THE EAST LINE OF ARBOR SOUTH FIRST ANNEXATION; THENCE RUN S 00°51'24” W ALONG SAID WEST RIGHT OF WAY LINE AND SAID EAST LINE FOR A DISTANCE OF 485.62 FEET TO THE SOUTH LINE OF SAID ARBOR SOUTH FIRST ANNEXATION AND THE POINT OF BEGINNING: THENCE LEAVING SAID WEST RIGHT OF WAY LINE AND SAID EAST LINE RUN S 87°58'53” W ALONG SAID SOUTH LINE OF ARBOR SOUTH FIRST ANNEXATION FOR A DISTANCE OF 613.06 FEET; THENCE RUN S 01°10'45” W ALONG SAID SOUTH LINE FOR A DISTANCE OF 112.05 FEET TO A POINT ON THE NORTH LINE OF WEBER P.U.D.; THENCE LEAVING SAID SOUTH LINE RUN S 88°55'26” E ALONG SAID NORTH LINE OF WEBERG P.U.D. FOR A DISTANCE OF 612.93 FEET TO A POINT ON THE AFORESAID WEST RIGHT OF WAY LINE OF STATE HIGHWAY NO. 287; THENCE LEAVING SAID NORTH LINE RUN N 00°51'24” E ALONG SAID WEST RIGHT OF WAY LINE OF STATE HIGHWAY NO. 287 FOR A DISTANCE OF 145.15 FEET TO POINT OF BEGINNING, LESS THE EASTERLY 24.84 FEET FOR THE SOUTH COLLEGE AVENUE (U.S. HWY 287) RIGHT OF WAY, COUNTY OF LARIMER, STATE OF COLORADO. EXCEPTING FROM PARCELS 1, 2 AND 3 ABOVE ANY PORTION CONTAINED IN DEED RECORDED MAY 29, 1959 IN BOOK 1093 AT PAGE 320, COUNTY OF LARIMER, STATE OF COLORADO. PARCEL 4: LOT 2, WEBERG, P.U.D., ACCORDING TO THE PLAT RECORDED AUGUST 29, 1989 AT RECEPTION NO. 89038638, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. SAID DESCRIBED PARCELS 1, 2, 3 AND 4 CONTAINS 447,656 SQUARE FEET OR 10.277 ACRES, MORE OR LESS (±). CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: CITY ENGINEER,APPROVED SHEETS WATER & WASTEWATER UTILITY,APPROVED SHEETS STORMWATER UTILITY,APPROVED SHEETS PARK PLANNING & DEVELOPMENT,APPROVED SHEETS TRAFFIC OPERATIONS,APPROVED SHEETS DATE DATE DATE DATE DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONGENERAL CONSTRUCTION NOTESFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC1.1 CJS20065_NOTES_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065“” “” “” “”“” FORT COLLINS-LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT NOTES: 17 18 19 20 21 22 23 24 25 26 27 28 LOTS 4,5&6REPLAT OFFAIRWAY ESTATESLOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1 SPRADLEY BARR FORD SUBDIVISION LOT 1 WEBERG, P.U.D.LOT 1REPLAT OF LOTS 7, 8, 9, 10FAIRWAY ESTATESLOT 1FAIRWAY ESTATESFILING FOURFAIRWAY ESTATESSOUTH COLLEGE AVENUE (SH 287)FRONTAGE ROADFOSSIL BLVDLOT 1 GEORGE T. SANDERS CO. P.U.D. REC. NO. 19960013545 WEST FAIRWAY LANE PARCEL 4 LOT 2 WEBERG, P.U.D. PARCEL 3 PARCEL 2 PARCEL 1 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 DESCRIPTIONEXISTING CONDITIONS AND DEMO PLANFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC2.0 CJS20065_EX_SITE_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065TREE PROTECTION NOTES 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. TREE DIAMETER AT BREAST HEIGHT (IN)AUGER DISTANCE FROM FACE OF TREE (FT) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 TREE REMOVAL PROTECTION NOTE 1.REFER TO LANDSCAPE PLANS FOR TREES TO BE REMOVED, MITIGATED, AND PROTECTED. BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1 SPRADLEY BARR FORD SUBDIVISION LOT 1 WEBERG, P.U.D.SOUTH COLLEGE AVENUE (SH 287)FOSSIL BLVDLOT 1 GEORGE T. SANDERS CO. P.U.D. REC. NO. 19960013545 WEST FAIRWAY LANE 0 50 SCALE: 1" = 50' 1002550 FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSITE PLANFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC3.0 CJS20065_SITE_PROD.DWGERB9/8/211ST 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) 2 3 4 5 6 7 8 9 10 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 & RIPRAP PROTECTION 13 14 15 16 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 DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1 SPRADLEY BARR FORD SUBDIVISION LOT 1 WEBERG, P.U.D.SOUTH COLLEGE AVENUE (SH 287)FOSSIL BLVDLOT 1 GEORGE T. SANDERS CO. P.U.D. REC. NO. 19960013545 WEST FAIRWAY LANE 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 LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.0 CJS20065_GRAD_PROD.DWGERB9/8/211ST 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. BLDG 4 BLDG 3 FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONNW GRADING PLANFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.1 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------2000650 20 SCALE: 1" = 20' 401020 BLDG 7 BLDG 5 BLDG 6 SOUTH COLLEGE AVENUE (SH 287)FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONNE GRADING PLANFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.2 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------2000650 20 SCALE: 1" = 20' 401020 WEST FAIRWAY LANE FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSE GRADING PLANFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.3 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------2000650 20 SCALE: 1" = 20' 401020 DOG PARK BLDG 2 BLDG 8 BLDG 1 FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSW GRADING PLANFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.4 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------2000650 20 SCALE: 1" = 20' 401020 DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1BNSF RAILWAY(200' RIGHT OF WAY)17 18 19 20 21 22 23 24 25 26 27 28LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1 SPRADLEY BARR FORD SUBDIVISION LOT 1 WEBERG, P.U.D.SOUTH COLLEGE AVENUE (SH 287)FRONTAGE ROADFOSSIL BLVDLOT 1 GEORGE T. SANDERS CO. P.U.D. REC. NO. 19960013545 WEST FAIRWAY LANE 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 LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.0 CJS20065_UTIL_PROD.DWGERB9/8/211ST 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. Stormtech chamber layouts have been added DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1LOT 1WEST FAIRWAY LANEBLDG7BLDG5BLDG6FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSANITARY SEWER A P&PFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.1 CJS20065_SANITARY_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065VERTICAL SCALE: 1"=5' 40 20 0 HORIZONTAL SCALE:1" = 40' 40 80 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. UTILITY 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. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY ENGINEER DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE SANITARY LINE A PLAN VIEW SANITARY LINE A PROFILE VIEW VERTICAL SCALE: 1"=5' HORIZONTAL SCALE:1" = 40' DOGPARKBLDG5BLDG4BLDG3BLDG2BLDG8BLDG1DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1 FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSANITARY SEWER B P&PFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.2 CJS20065_SANITARY_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065VERTICAL SCALE: 1"=5' 40 20 0 HORIZONTAL SCALE:1" = 40' 40 80 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. UTILITY 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. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CITY ENGINEER DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE SANITARY LINE B PLAN VIEW SANITARY LINE B PROFILE VIEW BLDG7BLDG5BLDG6BLDG4BLDG8LOT 1WEBERG, P.U.D.WEST FAIRWAY LANEDOG PARK FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSTORM A P&PFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.3 CJS20065_STORM P&P_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065STORM A PLAN VIEW STORM A PROFILE VIEW HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' NORTH STORM A 20 0 40 8040 BLDG5BLDG4BLDG8DOG PARK FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSTORM B P&PFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.4 CJS20065_STORM P&P_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065STORM B PLAN VIEW STORM B PROFILE VIEW HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' NORTH STORM B 20 0 40 8040 BLDG7BLDG6SOUTH COLLEGE AVENUE (SH 287) DOG PARK FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSTORM C P&PFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.5 CJS20065_STORM P&P_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065STORM C PLAN VIEW STORM C PROFILE VIEW HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' NORTH STORM C 20 0 40 8040 DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1LOT 1SOUTH TRANSIT CENTER SUBDIVISIONLOT 1 SPRADLEY BARR FORD SUBDIVISION LOT 1 WEBERG, P.U.D.SOUTH COLLEGE AVENUE (SH 287)FOSSIL BLVDWEST FAIRWAY LANE 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. 10.INSTALL LANDSCAPE IMPROVEMENTS. 11.SOD/SEED AND MULCH NEWLY GRADED AND DISTURBED AREAS. 12.REMOVE ALL TEMPORARY BMPs ACCEPT FOR PERIMETER CONTROLS, INLET PROTECTION IN GRASSED AREAS AND OUTLET PROTECTION. 13.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. 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 LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.0 CJS20065_EC PLAN_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065This construction access has been omitted Silt fencing has been added Rock socks have been added to College Ave. No other inlets exist along adjacent streets. Note number 12 and sequence no. 10 has been added to state this. Concrete Washout Area is located here and detail is provided on Sheet No. C7.2. CWA Stormtech chambers are now shown. Inlets contributory to chambers show inlet protection and chamber systems to be protected with sediment control logs This has been replaced with a soft pan trickle channel per our discussion Flow arrows have been added Slopes arrows are now shown FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL NOTESFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.1 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065“” “” FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL DETAILSFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.2 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL DETAILSFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.3 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL DETAILSFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.4 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCONSTRUCTION DETAILSFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC8.0 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCONSTRUCTION DETAILSFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC8.1 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065 STANDARD CONCRETE NOTESFINAL DEVELOPMENT PLAN FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION STORMWATER CONSTRUCTION DETAILS FAIRWAY LANE APARTMENTS COLLEGE AVE & FAIRWAY LANE FORT COLLINS, COLORADOC8.2CJS 20065_DETAIL_PROD.DWG ERB 9/8/21 1ST FDP SUBMITTAL ---- ---- - - - - ---- ---- - - - - -- 200065 FINAL DEVELOPMENT PLAN FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION CONSTRUCTION DETAILS FAIRWAY LANE APARTMENTS COLLEGE AVE & FAIRWAY LANE FORT COLLINS, COLORADOC8.3CJS 20065_DETAIL_PROD.DWG ERB 9/8/21 1ST FDP SUBMITTAL ---- ---- - - - - ---- ---- - - - - -- 200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCONSTRUCTION DETAILSFAIRWAY LANE APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC8.4 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL--------------------------200065