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HomeMy WebLinkAboutFAIRWAY APARTMENTS - FDP210023 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (4)© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCOVER SHEETFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC1.0 CJS20065_COVER_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065FAIRWAY 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 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 APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC1.1 CJS20065_NOTES_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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 APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC2.0 CJS20065_EX_SITE_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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.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) 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 & SCOURSTOP 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 FIRE LANE NOTE 1.ALL FIRE LANES SHALL BE CAPABLE OF SUPPORTING 40 TONS. COLLEGE AVENUECAR DEALERSHIP ENTRANCE DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1 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 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.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. BLDG 4 BLDG 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 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 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 WEST FAIRWAY LANE FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSE GRADING PLANFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC4.3 CJS20065_GRAD_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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 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 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.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. DOGPARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1 8 SPACES 10 SPACES10 REGULARSPACES7 REGULARSPACES8 REGULARSPACES10 REGULARSPACES8 REGULARSPACES11 COMPACT1 REGULARSPACERCCCCCCCCCCC14 REGULAR SPACES KEPT THIS AS12 REGULARSPACES12 COMPACT1 HC SPACECCCCCCCCC11 REGULAR SPACEsCCC10 SPACESLOT 1WEST FAIRWAY LANEBLDG7BLDG5BLDG6FINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSANITARY SEWER A P&PFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.1 CJS20065_SANITARY_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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" IN DIAMETER. SANITARY SEWER SERVICES SHALL BE 6" IN DIAMETER, AND FIRE LINES SHALL BE 6" IN DIAMETER. SIZES TO BE VERIFIED BY MEP ENGINEER. SANITARY LINE A PLAN VIEW SANITARY LINE A PROFILE VIEW VERTICAL SCALE: 1"=5' HORIZONTAL SCALE:1" = 40' DOGPARKBLDG5BLDG4BLDG3BLDG2BLDG8BLDG1DOGPARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1 8 SPACES 10 SPACES10 REGULARSPACES7 REGULARSPACES8 REGULARSPACES10 REGULARSPACES8 REGULARSPACES11 COMPACT1 REGULARSPACERCCCCCCCCCCC14 REGULAR SPACES KEPT THIS AS12 REGULARSPACES12 COMPACT1 HC SPACECCCCCCCCC11 REGULAR SPACEsCCC10 SPACESFINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONSANITARY SEWER B P&PFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.2 CJS20065_SANITARY_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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" IN DIAMETER. SANITARY SEWER SERVICES SHALL BE 6" IN DIAMETER, AND FIRE LINES SHALL BE 6" IN DIAMETER. SIZES TO BE VERIFIED BY MEP ENGINEER. 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 APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.3 CJS20065_STORM P&P_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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 APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.4 CJS20065_STORM P&P_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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 APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.5 CJS20065_STORM P&P_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND 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 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.FRONTAGE ROADFOSSIL BLVDLOT 1 GEORGE T. SANDERS CO. P.U.D. REC. NO. 19960013545 WEST FAIRWAY LANE SOUTH COLLEGE AVENUE (SH 287)DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1 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. DOG PARK BLDG 7 BLDG 5 BLDG 6 BLDG 4 BLDG 3 BLDG 2 BLDG 8 BLDG 1 8 SPACES 10 SPACES10 REGULARSPACES7 REGULARSPACES8 REGULARSPACES10 REGULARSPACES8 REGULARSPACES11 COMPACT1 REGULARSPACERCCCCCCCCCCC14 REGULAR SPACES KEPT THIS AS12 REGULARSPACES12 COMPACT1 HC SPACECCCCCCCCC11 REGULAR SPACEsCCC10 SPACESFINAL DEVELOPMENT PLANNORTH FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONWATER P&PFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC5.7 CJS20065_WATER_P&P.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065WATER LOWERING A PROFILE VIEW HORIZ SCALE: 1"=30' VERT SCALE: 1"=4' WATER LOWERING B PROFILE VIEW HORIZ SCALE: 1"=30' VERT SCALE: 1"=4' WATER LOWERING C PROFILE VIEW HORIZ SCALE: 1"=30' VERT SCALE: 1"=4' 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.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----------200065Construction Fence is now shown at the access drive. This revision is also shown in the EC Report and Escrow in the report. FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL NOTESFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.1 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065“” “” FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL DETAILSFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.2 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL DETAILSFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.3 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONEROSION CONTROL DETAILSFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC7.4 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCONSTRUCTION DETAILSFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC8.0 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCONSTRUCTION DETAILSFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC8.1 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 FINAL DEVELOPMENT PLAN FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION CONSTRUCTION DETAILS FAIRWAY APARTMENTS COLLEGE AVE & FAIRWAY LANE FORT COLLINS, COLORADOC8.2CJS 20065_DETAIL_PROD.DWG ERB 9/8/21 1ST FDP SUBMITTAL 10/27/21 ---- - - - - 2ND FDP SUBMITTAL ---- - - - - -- 200065 FINAL DEVELOPMENT PLANFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONCONSTRUCTION DETAILSFAIRWAY APARTMENTSCOLLEGE AVE & FAIRWAY LANEFORT COLLINS, COLORADOC8.3 CJS20065_DETAIL_PROD.DWGERB9/8/211ST FDP SUBMITTAL10/27/21--------2ND FDP SUBMITTAL----------200065 FINAL DEVELOPMENT PLAN FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION STORMWATER CONSTRUCTION DETAILS FAIRWAY APARTMENTS COLLEGE AVE & FAIRWAY LANE FORT COLLINS, COLORADOC8.4CJS 20065_DETAIL_PROD.DWG ERB 9/8/21 1ST FDP SUBMITTAL 10/27/21 ---- - - - - 2ND FDP SUBMITTAL ---- - - - - -- 200065INLET AND MANHOLE STRUCTURE SIZING SCHEDULESTRUCTURE IDSTRUCTURE TYPEDIAMETER (FT)SECTION A-A (FT)SECTION B-B (FT)SD INLET A9DOUBLE TYPE 13 INLETN/A8.584SD INLET A8DOUBLE CURB INLETN/A7.085SD INLET A7DOUBLE TYPE 13 INLETN/A8.585SD MH A6MANHOLE6N/AN/ASD INLET A6DOUBLE TYPE 13 INLETN/A8.585.5SD MH A4MANHOLE6N/AN/ASD INLET A3DOUBLE CURB INLETN/A7.086SD MH A2MANHOLE6N/AN/ASD INLET B5DOUBLE CURB INLETN/A7.084SD INLET B4DOUBLE TYPE 13 INLETN/A8.588.5SD MH B3MANHOLE4N/AN/ASD INLET B2DOUBLE CURB INLETN/A7.084.5SD INLET B1DOUBLE CURB INLETN/A7.085SD INLET C6DOUBLE TYPE 13 INLETN/A8.584SD INLET C4DOUBLE TYPE 13 INLETN/A8.585SD INLET C3DOUBLE TYPE 13 INLETN/A8.586.5SD INLET C2DOUBLE CURB INLETN/A7.086.5SD INLET C1DOUBLE CURB INLETN/A7.085 STANDARD CONCRETE NOTESFINAL DEVELOPMENT PLAN FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION STORMWATER CONSTRUCTION DETAILS FAIRWAY APARTMENTS COLLEGE AVE & FAIRWAY LANE FORT COLLINS, COLORADOC8.5CJS 20065_DETAIL_PROD.DWG ERB 9/8/21 1ST FDP SUBMITTAL 10/27/21 ---- - - - - 2ND FDP SUBMITTAL ---- - - - - -- 200065