HomeMy WebLinkAboutNE PROSPECT & I-25 ODP - MA210006 - DOCUMENT MARKUPS - ROUND 2 - PLANSICGUELMNCGCGCGEUELMNLMNUEEPOLM1FA1FA1FA1CCOUNTY ROAD 5
INTERSTATE 25E
PROSPECT RDMULBERRY ROAD/ HIGHWAY 14PROJECTSITEIAPPROXIMATE LOCATIONOF STREET CONNECTIONNATURAL HABITAT BUFFER ZONEAPPROXIMATE LOCATION OFBICYCLE/PEDESTRIAN TRAILAPPROXIMATE LOCATIONOF TRAIL CONNECTIONLAND USE AREA BOUNDARYFORT COLLINS I-25 SUBAREAPLAN "ACTIVITY ZONE"ODP BOUNDARY /PROPERTY LINEPUBLIC STREETAPPROXIMATE LOCATIONOF BUS / TRANSIT STOPPROPERTY BOUNDARYPROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARYUEHIGH SCHOOL SITECGFORT COLLINS/I-25INTERCHANGECORNER LLCCGPARADIGMPROPERTIESIINDUSTRIAL± 73.48 ACRESCGIINTERSTATE 25CARRIAGE
PARKWAY
(COLLECTOR
)PROPERTY BOUNDARYIINDUSTRIAL± 6.09 ACRESLARIMER COUNTY FA1KITCHELL SUBDIVISION16 D.U.80 AC5 AC/D.U.UEIUEPROPERTY BOUNDARYUEURBANESTATE± 9.49ACRESUELMNCLYDESDALE216 D.U.80 AC2.7 D.U./ACM1WATERDALELARIMER COUNTY 17637 AC4.75 D.U./ACBOXELDER CREEKEFORT COLLINS/I-25INTERCHANGECORNER LLCCLARIMERCOUNTYCG1303FRONTAGEHOLDINGSLLCPROSPECT ROAD/ LARIMER COUNTY ROAD #44 (ARTERIAL)PROPERTY BOUNDARY460’ – 660’INTERCHANGE STYLE(50' SETBACK ZONE)PROSPECT GATEWAY STYLE(50' SETBACK ZONE)EXISTING CACHE LAPOUDRE RESERVOIR INLET(50' NATURAL HABITATBUFFER ZONE)EXISTING APPARENTLAKE CANAL CO, DITCH(50' NATURAL HABITATBUFFER ZONE)CONCEPTUAL STREET CONNECTIONSAS REQUIRED BY LUC 3.6.3(F), TYPFOXGROVE TRAILCONNECTIONEXISTING GREELEYWATER EASEMENTPOTENTIAL TRAIL CONNECTIONTO PROPOSED SCHOOL SITEFULL MOVEMENT ACCESS INTERSECTIONFULL MOVEMENT ACCESS INTERSECTIONEXISTING BOXELDER CREEK BUFFER ZONEFLOODWAYFORMER FRONTAGEROAD ALIGNMENT(R.O.W. DEVOLVED BY CDOT)80' I-25 LANDSCAPE BUFFER80' I-25 LANDSCAPE BUFFERFORMER I/UEZONING BOUNDARY100 YEAR FLOODPLAIN50' SETBACK ZONE50' SETBACK ZONEEROSION BUFFER LIMITSPOTENTIALFUTURE TRAILUNDERPASSAMENDED I/UEZONING BOUNDARYCGCOMMERCIAL± 26.42 ACRES(10 AC. MAX BLOCK SIZE)CARRIAGEPARKWAY(ARTERIAL)LMNFOX GROVEFOXGROVE TRAILI-25 SUBAREA BOUNDARY(1,320 FT. OFFSET FROMCENTERLINE OF I-25)PHASE 1PHASE 1PHASE 2PHASE 2PHASE 2PHASE 3OVERALL DEVELOPMENT PLANMINOR AMENDMENTPROSPECT / I-25NORTH0100'200'400'1603 Oakridge Drive, Suite 100Fort Collins, CO 80525970-223-7577SHEET 1 OF 2JANUARY 27, 2021REVISIONS:DATE:________________________________________________________________________________________________________________________________________________________________________1.LAND USES AND DENSITIES DEPICTED ON THIS OVERALL DEVELOPMENT PLAN REPRESENT DEVELOPMENT INTENTIONS AT THIS TIME, HOWEVER, THE APPLICANT RESERVES THERIGHT TO CHANGE LAND USES AND/OR DENSITIES IN THE FUTURE CONSISTENT WITH THE I, CG, AND U-E ZONING DISTRICTS. ANY ADDITIONAL LAND USES NOT ALLOWED IN THEAPPLICABLE ZONE DISTRICT MUST BE APPROVED ACCORDING TO THE CRITERIA AS SET FORTH BY THE CITY OF FORT COLLINS.2.LAND USE AREAS ARE DESIGNATED ON THIS OVERALL DEVELOPMENT PLANS ARE APPROXIMATE.3.PUBLIC STREETS WILL BE DESIGNED TO THE "LARIMER COUNTY URBAN AREA STREET STANDARDS". THE ACCESS POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS ONLY.PRECISE LOCATIONS OF ACCESS POINTS WILL BE DETERMINED AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS.4.THE APPLICANT WILL WORK WITH THE CITY AND CDOT WITH RESPECT TO TRANSPORTATION IMPROVEMENTS IN THE AREA.5.OFF-SITE IMPROVEMENTS MAY BE REQUIRED AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS IN ORDER TO MEET LEVEL OF SERVICE FOR ALL MODES OFTRANSPORTATION.6.SIGHT DISTANCE EASEMENTS MAY BE REQUIRED ALONG THE PUBLIC ROADWAYS AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS.7.PER LUC SECTION 3.7.3(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THEMINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS.8.NO DRIVEWAY ACCESS WILL BE ALLOWED ON PROSPECT ROAD.9.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS BOUNDARIES AND THEPROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFER ZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'S NATURAL AREAS, HABITATS, ANDFEATURES WILL BE PROVIDED AT THE TIME OF INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE REDUCED OR ENLARGED BY THE DECISIONMAKER DURING THE PDP PROCESS.10.ALL DEVELOPMENT THAT FALLS WITHIN THE PLANNING AREA FOR THE PROSPECT ROAD STREETSCAPE PROGRAM SHALL COMPLY WITH THE STREETSCAPE PROGRAM STANDARDS ASADOPTED BY THE CITY.11.DEVELOPMENT LOCATED WITHIN ONE THOUSAND THREE HUNDRED TWENTY (1,320) FEET (ONE_QUARTER [¼] MILE) OF THE CENTERLINE OF I_25 SHALL BE SUBJECT TO THEREQUIREMENTS OF DIVISION 3.9 OF THE CITY OF FORT COLLINS LAND USE CODE12.NATURAL HABITAT BUFFER ZONE: PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.NOTESVICINITY MAPLEGENDLAND USE BREAKDOWNPARCELLAND USEPHASEPERCENT OF TOTAL SITEAREACGCOMMERCIALPHASE 123%+/- 26.42 ACIINDUSTRIALPHASE 269%+/- 79.57 ACUEURBAN ESTATEPHASE 38%+/- 9.49 ACTOTALS115.48 AC
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TSALPOLYNDUCTILEIRON1234
5G0G432112345G0G43210000000000000000BFE = 4915.5 (Per Timnath
Master Drainage Plan)
DP
DP
DP
APPROXIMATE LOCATION OF 36"
CULVERT PROPOSED PER CDOT NORTH
I-25 EXPRESS LANES IMPROVEMENTS
DP
DP
PROPOSED CULVERT
OR STORM SEWER
PROPOSED CULVERT
OR STORM SEWER
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
MAX. CAPACITY OF TRIC IS 190
CFS PER TOWN OF TIMNATH
MASTER DRAINAGE PLAN
SPILL AREA A
SPILL AREA B
DP
DETENTION POND
REQUIRED VOLUME = 3.40 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 1.8 ACRES
DETENTION POND
REQUIRED VOLUME = 1.84 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED TOTAL AREA = 0.5 ACRES
DETENTION POND
REQUIRED VOLUME = 0.93 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.3 ACRES
DETENTION POND
REQUIRED VOLUME = 0.57 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.2 ACRES
DETENTION POND
REQUIRED VOLUME = 4.2 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.84 ACRES
DETENTION POND
REQUIRED VOLUME = 1.38 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.4 ACRES
DP
DETENTION POND
REQUIRED VOLUME = 3.40 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 1.8 ACRES
DETENTION POND
REQUIRED VOLUME = 2.1 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.5 ACRES
DETENTION POND
REQUIRED VOLUME = 2.1 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.5 ACRES
DP
DP
FOX GROVE
PSD HIGH SCHOOL
INTERSTATE 25PROSPECT ROADINTERSTATE 25PROSPECT ROADBOXELDER CREEKT
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PARADIGM
PROPERTIES
FORT COLLINS/I-25
INTERCHANGE CORNER LLC
1303
FRONTAGE
HOLDINGS
LLC
FORT COLLINS/I-25
INTERCHANGE
CORNER LLC
KITCHELL
SUBDIVISION
CLYDESDALE
UE
URBAN ESTATE
±9.49 ACRES
I
INDUSTRIAL
±73.48 ACRES
I
INDUSTRIAL
±6.09 ACRES
CG
COMMERCIAL
±26.42 ACRES
CG
I
NATURAL HABITAT
BUFFER ZONE
BOXELDER CREEK
100-YEAR FLOODPLAIN
BOXELDER CREEK
FLOODWAY
CENTER OF BOXELDER
CREEK CHANNEL
10.47
OP-6
6.09 AC.
OP-3
5.63 AC.
OP-2
20.79 AC.
OP-1
4.32
OP-4
68.18
OP-5
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
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RELEASE RATE INTO
CULVERT = 5.1 CFS
RELEASE RATE INTO
LAKE CANAL = 1.84 CFS
RELEASE RATE INTO
LAKE CANAL = 0.93 CFS
RELEASE RATE INTO
TRIC = 16.0 CFS
RELEASE RATE INTO ROAD
SIDE DITCH = 1.38 CFS
NOTE: DETENTION PONDS SHALL BE
SCATTERED THROUGH THE SITE.
SheetRUDOLPH FARMSThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 2
D1 MASTER DRAINAGE PLANOVERALL DEVELOPMENT PLAN2
NORTH
PUBLIC STREET
LEGEND:
NOTES:
1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITY
PLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENT
PROJECT DEVELOPMENT APPLICATIONS.
2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS
ONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THE
TIME OF THE SITE SPECIFIC PROJECT DEVELOPMENT PLANS.
3.SPILL AREAS AREAS FROM TRIC ARE PER THE TOWN OF TIMNATH MASTER DRAINAGE
PLAN AND ARE PROVIDED FOR REFERENCE. BANKS ALONG TRIC SHALL BE RAISED,
GRADES IMPORTED, AND MINIMUM FINISH FLOOR ELEVATIONS PROVIDED DURING
PROJECT DEVELOPMENT PLANS TO PREVENT FLOODING TO PROPOSED STRUCTURES.
4.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFIC
DEVELOPMENT PLANS.
5.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM
DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THE
MINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE
SPECIFIC PROJECT DEVELOPMENT PLANS.
6.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND
APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS
BOUNDARIES AND THE PROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFER
ZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'S
NATURAL AREAS, HABITATS, AND FEATURES WILL BE PROVIDED AT THE TIME OF
INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE
REDUCED OR ENLARGED BY THE DECISION MAKER DURING THE PDP PROCESS.
7.DEVELOPMENT IMPROVEMENTS WITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY,
FLOODPLAIN, AND EROSION BUFFER ARE SUBJECT TO REGULATIONS PER CHAPTER 10
OF THE CITY OF FORT COLLINS MUNICIPAL CODE. A FLOODPLAIN USE PERMIT AND/OR A
NO-RISE CERTIFICATION WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITIES
WITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY AND FLOODPLAIN.
LAND USE AREA BOUNDARY
ODP BOUNDARY/PROPERTY LINE
APPROXIMATE LOCATION OF
STREET CONNECTION
FORT COLLINS I-25 SUBAREA
PLAN "ACTIVITY ZONE"
NATURAL AREA BUFFER ZONE
APPROXIMATE LOCATION OF
BICYCLE/PEDESTRIAN TRAIL
APPROXIMATE LOCATION OF
TRAIL CONNECTION
APPROXIMATE LOCATION OF SPILL AREA IN
TRIC PER TIMNATH MASTER PLAN
PROPOSED DETENTION POND DP
APPROXIMATE BASIN BOUNDARY
DRAINAGE CONVEYANCE PATH
( IN FEET )
1 inch = ft.
Feet0150150
300
450 600
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STSALPOLYNDUCTILEIRON
TSALPOLYNDUCTILEIRON
T8" W8" W12345G0G432112345G0G43210000000000000000FOX GROVE
PSD HIGH SCHOOL
INTERSTATE 25PROSPECT ROADINTERSTATE 25PROSPECT ROADBOXELDER CREEKT
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(PRO
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PROPOSED 12" WATER LINE
CONNECTION TO 8" WATER
LINE WITH REDUCER
PROPOSED 12" WATER
LINE CONNECTION
PROPOSED 12" WATER LINE CONNECTION TO CDOT
NORTH I-25 IMPROVEMENTS (NORTH I-25 EXPRESS
LANES 8-W-ELCO-001 PLAN SET)
PROPOSED 8" WATER
LINE CONNECTION
12" W12" W12" W12" W12" W12" W12" W12" W
12" W
12" W
12" W 12" W 12" W12" W12" W12" W12" W12" W 12" W
12" W 12" W 12" W 12" W
12" W12" WPARADIGM
PROPERTIES
FORT COLLINS/I-25
INTERCHANGE CORNER LLC
1303
FRONTAGE
HOLDINGS
LLC
FORT COLLINS/I-25
INTERCHANGE
CORNER LLC
KITCHELL
SUBDIVISION
CLYDESDALE
PROPOSED 12" WATER
LINE CONNECTION
UE
URBAN ESTATE
±9.49 ACRES
I
INDUSTRIAL
±73.48 ACRES
I
INDUSTRIAL
±6.09 ACRES
CG
COMMERCIAL
±26.42 ACRES CG8" WPROPOSED 8" WATER
LINE CONNECTION
S
S
SS
8"
W
8"
W
SS SS
8" W 8" W SS8"
W
8"
W
SS
8" W 8" W
SS SS8" W8" W
ALTERNATIVE 8" WATER
LINE CONNECTIONSSSSALTERNATIVE SANITARY
SEWER CONNECTION
S
S
ALTERNATIVE SANITARY
SEWER CONNECTION
EXISTING 12"
SANITARY SEWER
EXISTING
SANITARY SEWER
EXISTING OVERHEAD
ELECTRICSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS SSSSSSSSPROPOSED SANITARY
SEWER CONNECTION
FOR DEVELOPMENT
PROPOSED WATER AND SANITARY
SEWER CROSSINGS UNDERNEATH
IRRIGATION CANALS AND GREELEY
WATER TRANSMISSION MAIN.
PROPOSED 12" SANITARY
SEWER INTERCEPTOR BY
OTHERS
CONTINUE SEWER INTERCEPTOR
NORTH OF IRRIGATION CANALS AND
GREELEY WATER TRANSMISSION LINE.
PROPOSED WATER AND SANITARY
SEWER CONNECTIONS TO PARCEL (TYP.)
SS SS
PROPOSED SANITARY
SEWER CROSSING
UNDERNEATH LAKE CANAL.
EXISTING FIBER OPTIC
EXISTING GAS MAIN
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING FIBER OPTIC
EXISTING GAS MAIN
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
12" W 12" W
12" W12" W12" W12" W12" W12" W12" W
12" W
12" W
PROPOSED 12" WATER LINE PER CDOT NORTH I-25
IMPROVEMENTS (NORTH I-25 EXPRESS LANES
8-W-ELCO-001 PLAN SET)
PROPOSED EAST LARIMER
COUNTY 12" WATER MAIN
8" WSheetRUDOLPH FARMSThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 2
U1 MASTER UTILITY PLANOVERALL DEVELOPMENT PLAN1
NORTH
PUBLIC STREET
LEGEND:
NOTES:
1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITY
PLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENT
PROJECT DEVELOPMENT APPLICATIONS.
2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS
ONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THE
TIME OF THE SITE SPECIFIC PROJECT DEVELOPMENT PLANS.
3.THE APPLICANT WILL WORK WITH THE CITY, EAST LARIMER COUNTY WATER DISTRICT,
BOXELDER SANITATION DISTRICT, AND RESPECTIVE UTILITY PROVIDERS WITH RESPECT
TO UTILITY IMPROVEMENTS IN THE AREA.
4.ALL WATER LINES TIE INTO EAST LARIMER COUNTY WATER DISTRICT.
5.ALL SANITARY SEWER LINE TIE INTO BOXEDLER SANITATION DISTRICT.
6.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFIC
DEVELOPMENT PLANS.
7.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM
DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THE
MINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE
SPECIFIC PROJECT DEVELOPMENT PLANS.
8.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND
APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS
BOUNDARIES AND THE PROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFER
ZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'S
NATURAL AREAS, HABITATS, AND FEATURES WILL BE PROVIDED AT THE TIME OF
INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE
REDUCED OR ENLARGED BY THE DECISION MAKER DURING THE PDP PROCESS.
LAND USE AREA BOUNDARY
PROPOSED 12" WATER MAIN 12" W
ODP BOUNDARY/PROPERTY LINE
APPROXIMATE LOCATION OF
STREET CONNECTION
FORT COLLINS I-25 SUBAREA
PLAN "ACTIVITY ZONE"
NATURAL AREA BUFFER ZONE
APPROXIMATE LOCATION OF
BICYCLE/PEDESTRIAN TRAIL
APPROXIMATE LOCATION OF
TRAIL CONNECTION
EXISTING WATER MAIN W
PROPOSED SANITARY SEWER SS
PROPOSED 8" WATER MAIN 8" W
EXISTING SANITARY SEWER SS
( IN FEET )
1 inch = ft.
Feet0150150
300
450 600