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<br />PROJECT CONTROL
<br />VERTICAL DATUM:
<br />BENCHMARK: ALL ELEVATIONS SHOWN HEREON
<br />ARE BASED ON AN ELEVATION TAKEN FROM NOS R 250,
<br />A 3.25' BRASS CAP SET N CONC.SW OF THE INT. OF A
<br />DIRT ROAD AND THE U.P. RAILROAD, 1' +/- OF MARKER
<br />POST,
<br />ELEV- 4952.19
<br />HORIZONTAL DATUM:
<br />COLORADO STATE PLANE COORDINATES NAD
<br />8311992) DATUM. HORIZONTAL CONTROL BASED UPON
<br />OGS DESIGNATION U85 MP237.85 AT.
<br />14-1, 251152. 91 E•3. 191. 165.22
<br />COORDINATES REFERENCE
<br />CP-NOT
<br />N • 1254842.43
<br />E • 3190075.96
<br />SET 04 FEW M/ 2- ALUM. CAP
<br />1p -caLO
<br />N - 1254752.87
<br />E - 3190847.34
<br />SET 14 FEW M/ 2- ALUM. CAP
<br />CONTACTS
<br />WELD COUNTY PLANNING
<br />918 LOTH STREET
<br />GREELEY, CO 80631
<br />(970) 353 -6100
<br />CONTACT: JACQUELINE HATCH
<br />UNITED POWER
<br />18551 EAST 160TH AVE.
<br />BRIGHTOK CO 80601
<br />(303) 659-0551
<br />CONTACT: DAVE JACOVETTA
<br />KERR-MCGEE ROCKY MOUNTAIN CORP. OWEST COMMUNICATIONS
<br />1999 BROADWAY, SUITE 3600
<br />12121 GRANT STREET
<br />DENVER CO 80202
<br />THOWITON. CO 8024t
<br />(303) 296 -3600
<br />(303) 255 -6122
<br />RIGHT OF WAY
<br />CONTACT: BART GAHNEA
<br />WELD COUNTY PUBLIC WORKS
<br />- - - -
<br />1111 H STREET
<br />- - - -'� - - -
<br />GREELEY, 01 80631
<br />- -
<br />(970) 304 -6496
<br />-
<br />CONTACT: DON CARROLL
<br />- - -' - --
<br />VICINITY MAP
<br />SCALE: 1" - 1000'
<br />11.
<br />11
<br />6 _ 4E
<br />A- ...
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<br />A PARCEL OF LAND LOCATED IN THE SOUTHEAST 114 OF THE SOUTHWEST 114
<br />SECTION 19, TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE 6TH P.M.,
<br />WELD COUNTY, COLORADO
<br />ENGINEER
<br />PICKER ENGINEERING, INC.
<br />808 8TH STREET
<br />GREELEY, COLORADO 80631
<br />PHONE: 970 - 356 -6362
<br />FAX: 970- 356 -6486
<br />OWNER /DEVELOPER
<br />LAFARGE NORTH AMERICA
<br />10170 CHURCH RANCH WAY, SUITE 200
<br />WESTMINSTER,CO 80021
<br />PHONE: (303) 657 -4200
<br />FAX: (303) 657 -4037
<br />CONTACT: ERIC R. RECKENTINE
<br />CALL UTILITY NOTIFICATION CENTER
<br />OF COLORADO
<br />1 -800- 922 -1987
<br />CALL 3- BUSLNESS DAYS IN ADVANCE
<br />BEFORE YOU DIG GRADE OR EXCAVATE
<br />FOR THE MARKING OF tMtOEAGROIM■p
<br />MEMBER UTILITIES.
<br />EXISTING
<br />SYMBOL
<br />BOUNDARY
<br />- '
<br />SECTION LINE
<br />- - -
<br />RIGHT OF WAY
<br />- - - - - - -
<br />PROPERTY LINE
<br />- - - -
<br />EASEMENT
<br />- - - -'� - - -
<br />EDGE OF ASPHALT
<br />- -
<br />CENTERLINE
<br />-
<br />DITCH FLOWLINE
<br />- - -' - --
<br />OVERHEAD POWER
<br />--X - - x-
<br />FENCE
<br />.t
<br />INDEX CONTOUR
<br />- '-
<br />INTERMEDIATE CONTOUR
<br />LEFT
<br />LF
<br />••..✓.
<br />S .✓n. ;�•-ia
<br />NORTH
<br />N.T.S.
<br />NOT TO SCALE
<br />PC
<br />POINT OF CURVATURE
<br />PI
<br />POINT OF INTERSECTION
<br />PL
<br />PRO
<br />PT
<br />POINNTTROF TIANNGENCY
<br />R
<br />RADIUS
<br />AT
<br />RIGHT
<br />RIGHT OF WAY
<br />SON
<br />SF
<br />SQUARE FEET
<br />N
<br />4ir
<br />STO
<br />STAANNDARD
<br />T
<br />AP
<br />11.
<br />11
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<br />A PARCEL OF LAND LOCATED IN THE SOUTHEAST 114 OF THE SOUTHWEST 114
<br />SECTION 19, TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE 6TH P.M.,
<br />WELD COUNTY, COLORADO
<br />ENGINEER
<br />PICKER ENGINEERING, INC.
<br />808 8TH STREET
<br />GREELEY, COLORADO 80631
<br />PHONE: 970 - 356 -6362
<br />FAX: 970- 356 -6486
<br />OWNER /DEVELOPER
<br />LAFARGE NORTH AMERICA
<br />10170 CHURCH RANCH WAY, SUITE 200
<br />WESTMINSTER,CO 80021
<br />PHONE: (303) 657 -4200
<br />FAX: (303) 657 -4037
<br />CONTACT: ERIC R. RECKENTINE
<br />CALL UTILITY NOTIFICATION CENTER
<br />OF COLORADO
<br />1 -800- 922 -1987
<br />CALL 3- BUSLNESS DAYS IN ADVANCE
<br />BEFORE YOU DIG GRADE OR EXCAVATE
<br />FOR THE MARKING OF tMtOEAGROIM■p
<br />MEMBER UTILITIES.
<br />EXISTING
<br />SYMBOL
<br />BOUNDARY
<br />- '
<br />SECTION LINE
<br />- - -
<br />RIGHT OF WAY
<br />- - - - - - -
<br />PROPERTY LINE
<br />- - - -
<br />EASEMENT
<br />- - - -'� - - -
<br />EDGE OF ASPHALT
<br />- -
<br />CENTERLINE
<br />-
<br />DITCH FLOWLINE
<br />- - -' - --
<br />OVERHEAD POWER
<br />--X - - x-
<br />FENCE
<br />--4750--.
<br />INDEX CONTOUR
<br />- '-
<br />INTERMEDIATE CONTOUR
<br />GENERAL CONSTRUCTION NOTES
<br />I. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS
<br />PRIOR TO COMMENCEMENT OF ANY WORK ON THE PROJECT. A PERMIT FROM WELD
<br />COUNTY IS REQUIRED FOR ALL CINSTRUICTION IN PUBLIC RIGHT-OF -MAY OR
<br />EASEMENTS.
<br />2. LOCATION AND /OR ELEVATION OF EXISTTNG 11TTI TTTFS AS SW" AN US=
<br />RM
<br />THE CONTRACTOR MUST CALL THE UTILITY NOTIFICATION CENTER AT
<br />1 -800- 922 -1987 AT LEAST 3 BUSINESS DAYS BEFORE ANY EXCAVATION TO
<br />REOUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
<br />THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
<br />3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER,
<br />AND THE COUNTY, OF ANY PROBLEMS IN CONFORMING TO THE ACCEPTED PLANS FOR
<br />ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRICTION.
<br />4.
<br />5
<br />THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE
<br />CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY, BIDING THE PERFORMANCE OF THE WORK. THIS REOUIREMENT
<br />SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.
<br />6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS. SIGNS, BARRICADES, FLAG PERSONS,
<br />OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH
<br />THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
<br />7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL SURVEY NONUMENTS.
<br />ARY WONU ENT THAT MUST BE DESTROYED FOR CONSTRUCTION SHALL BE REPLACED.
<br />THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO
<br />DISTURBING ANY MOAAENTS.
<br />6. EXISTING TOPOGRAPHIC SURVEY WAS PERFORMED BY KING SURVEYORS. INC.
<br />PROPOSED
<br />BOUNDARY
<br />RIGHT OF WAY
<br />PROPERTY LINE
<br />- - - - - - - EASEMENT
<br />EDGE OF ASPHALT
<br />- - CENTERLINE
<br />® CULVERT
<br />.... GRADE BREAK LINE
<br />�47mto--� INDEX CONTOUR
<br />INTERMEDIATE CONTOUR
<br />SURVEYOR
<br />TONG SURVEYORS, INC.
<br />9299 EASTMAN PARK DRIVE
<br />WINDSOR. CO 80550
<br />PHONE: (970) 686 -5011
<br />FAX: (970) 686 -5821
<br />EROSION CONTROL NOTES
<br />1. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION CONTROL DEVICES
<br />BEFORE RESPINSI�EDFDDANMA NTAINNINNGCTHEERINTEGGRITYIOF THENSILT FENCES THROUGHOUT
<br />THE CONSTRUCTION PROCESS AND UNTIL PERMANENT GROUND VEGETATION HAS BEEN
<br />ESTABLISHED TO THE SATISFACTION OF THE ENGINEER.
<br />2. FOLLOWING THE PLACEMENT OF PERIMETER EROSION CONTROL DEVICES THE
<br />CONTRACTOR MAY BEGIN CLEARING AND fRU88ING OPERATIONS.
<br />1 THE CONTRACTOR SHALL LIMIT TOPSOIL STRIPPING OPERATIONS WITHIN THE AREAS
<br />IN WHICH THEY ARE IMEDIATELY WORKING.
<br />4. THE CONTRACTOR SHALL ROUGHEN THE SURFACE OR PROVIDE EITHER TEMPORARY
<br />08 PERMANENT THIS REQUIREMENT SHALL WITHIN F FOURTEEN EXPOSING
<br />BE IMPOSED IF CONTRACTORHASAN AREA EXPOSED
<br />FOR FOURTEEN DAYS UM MORE WITHOUT PERFORMING GRADING OPERATIONS WITHIN
<br />THE AREA.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION
<br />CONTROL DEVICES AND PRACTICES.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL FINES ASSOCIATED
<br />WITH DISCHARGE OF SEDIMENTS, EROSION, OR POLLUTANTS CAUSED BY THIS WORK.
<br />7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH STANDARDS AND
<br />SPECIFICATIONS, AND PROJECT DRAWINGS. THE SITE CONTRACTOR SHALL
<br />CONSTRUCT AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ON -SITE
<br />DURING CONSTRUCTION IN ACCORDANCE WITH THE ABOVE AS A MINIMUM
<br />STANDARD, AND SHALL REMOVE ANY SILT BEYOND THE PROPERTY RESULTING FROM
<br />CONSTWCTION ACTIVITY. IT IS THE INTENT OF THESE PLANS AND THE DESIRE
<br />OF TTHE OWNER TO PROVIDE HIGH QUALITY EROSION AND SEDIMENT CONTROL.
<br />S. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE, IF NOT
<br />REUSABLE ON SITE.
<br />9. THE SITE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLAN ALIGNMENT AND
<br />GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION.
<br />10, THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION
<br />AND SEOIWENT CONTROL DEVICES AFTER COPLETION OF CONSTRUCTION AND
<br />ONLY THEN AREAS HAVE BEEN STABILIZED.
<br />It ADDITIONAL ON -SITE PROTECTION, IN ADDITION TO ABOVE, MUST BE PROVIDED TO
<br />PREVENT SILT FROM LEAVING THE PROJECT CONFINES DUNE TO UMSFFN CONDITIONS
<br />OR ACCIDENTS.
<br />SHEET ID
<br />C -S
<br />SHEET 1 OF 1
<br />C -1.1
<br />C -2.1
<br />GENERAL ABBREVIATIONS
<br />ALUM.
<br />SYMBOL
<br />CF
<br />SECTION CORNER
<br />■
<br />FOUND PIN
<br />•
<br />SET PIN
<br />-°-
<br />SIGN
<br />yi
<br />POWER POLE
<br />ELEV.
<br />CONTROL POINT
<br />'
<br />GAS LINE
<br />FL
<br />FIBER OPTIC LINE
<br />EROSION CONTROL NOTES
<br />1. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION CONTROL DEVICES
<br />BEFORE RESPINSI�EDFDDANMA NTAINNINNGCTHEERINTEGGRITYIOF THENSILT FENCES THROUGHOUT
<br />THE CONSTRUCTION PROCESS AND UNTIL PERMANENT GROUND VEGETATION HAS BEEN
<br />ESTABLISHED TO THE SATISFACTION OF THE ENGINEER.
<br />2. FOLLOWING THE PLACEMENT OF PERIMETER EROSION CONTROL DEVICES THE
<br />CONTRACTOR MAY BEGIN CLEARING AND fRU88ING OPERATIONS.
<br />1 THE CONTRACTOR SHALL LIMIT TOPSOIL STRIPPING OPERATIONS WITHIN THE AREAS
<br />IN WHICH THEY ARE IMEDIATELY WORKING.
<br />4. THE CONTRACTOR SHALL ROUGHEN THE SURFACE OR PROVIDE EITHER TEMPORARY
<br />08 PERMANENT THIS REQUIREMENT SHALL WITHIN F FOURTEEN EXPOSING
<br />BE IMPOSED IF CONTRACTORHASAN AREA EXPOSED
<br />FOR FOURTEEN DAYS UM MORE WITHOUT PERFORMING GRADING OPERATIONS WITHIN
<br />THE AREA.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION
<br />CONTROL DEVICES AND PRACTICES.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL FINES ASSOCIATED
<br />WITH DISCHARGE OF SEDIMENTS, EROSION, OR POLLUTANTS CAUSED BY THIS WORK.
<br />7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH STANDARDS AND
<br />SPECIFICATIONS, AND PROJECT DRAWINGS. THE SITE CONTRACTOR SHALL
<br />CONSTRUCT AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES ON -SITE
<br />DURING CONSTRUCTION IN ACCORDANCE WITH THE ABOVE AS A MINIMUM
<br />STANDARD, AND SHALL REMOVE ANY SILT BEYOND THE PROPERTY RESULTING FROM
<br />CONSTWCTION ACTIVITY. IT IS THE INTENT OF THESE PLANS AND THE DESIRE
<br />OF TTHE OWNER TO PROVIDE HIGH QUALITY EROSION AND SEDIMENT CONTROL.
<br />S. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE, IF NOT
<br />REUSABLE ON SITE.
<br />9. THE SITE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PLAN ALIGNMENT AND
<br />GRADE IN ALL DITCHES AT COMPLETION OF CONSTRUCTION.
<br />10, THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION
<br />AND SEOIWENT CONTROL DEVICES AFTER COPLETION OF CONSTRUCTION AND
<br />ONLY THEN AREAS HAVE BEEN STABILIZED.
<br />It ADDITIONAL ON -SITE PROTECTION, IN ADDITION TO ABOVE, MUST BE PROVIDED TO
<br />PREVENT SILT FROM LEAVING THE PROJECT CONFINES DUNE TO UMSFFN CONDITIONS
<br />OR ACCIDENTS.
<br />SHEET ID
<br />C -S
<br />SHEET 1 OF 1
<br />C -1.1
<br />C -2.1
<br />GENERAL ABBREVIATIONS
<br />ALUM.
<br />ALUMINUM
<br />CF
<br />CUBIC FOOT
<br />YELLOW INDIAN GRASS
<br />CA
<br />CUBIC
<br />SWITCH GRASS
<br />YARD
<br />E
<br />EAST
<br />ELEV.
<br />ELEVATION
<br />EDP
<br />EDGE OF PAVEMENT
<br />FL
<br />FLOWLINE
<br />G
<br />GAS
<br />HORZ
<br />HORIZONTAL
<br />N.
<br />INCHES
<br />LT
<br />LEFT
<br />LF
<br />LINEAR FEET
<br />N
<br />NORTH
<br />N.T.S.
<br />NOT TO SCALE
<br />PC
<br />POINT OF CURVATURE
<br />PI
<br />POINT OF INTERSECTION
<br />PL
<br />PRO
<br />PT
<br />POINNTTROF TIANNGENCY
<br />R
<br />RADIUS
<br />AT
<br />RIGHT
<br />RIGHT OF WAY
<br />SON
<br />SF
<br />SQUARE FEET
<br />STA
<br />STO
<br />STAANNDARD
<br />T
<br />TELEPHONE
<br />TYP
<br />VERT
<br />VERTICAL
<br />N
<br />WEST
<br />GENERAL GRADING NOTES
<br />1. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY LAND
<br />DISTURBING ACTIVITY COMMENCING.
<br />2. CLEARING AND GRUBBING LIMITS SHALL INCLUDE ALL AREAS DISTURBED
<br />BY GRADING OPERATIONS.
<br />3. ANY GRADING OF DISTURBED AREAS SHALL BE SEEDED AS PER SEEDING
<br />NOTES. UNLESS OTHERWISE NOTED,
<br />4. SUBGRAOE SHALL BE COMPACTED AND SHAPED PER WELD COUNTY
<br />SPECIFICATIONS PRIOR TO APPLICATION OF BASE MATERIAL.
<br />5. NO ASPHALT OR CONCRETE PAVING SHALL BE INSTALLED UNTIL ALL UTILITIES
<br />IN OR CROSSING PAVED AREAS HAVE BEEN INSTALLED AND THE BASE COURSE
<br />IS APPROVED.
<br />6. GRADES SHOWN ARE FINISHED GRADES. FOR SUBGRADE ELEVATIONS SEE
<br />PAVING SECTIONS AND DETAILS.
<br />7. IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE SITE GRRADING
<br />IN A MANNER CONSISTENT WITH OEVELOPNENT PLANS REGARDING SITE
<br />DRAINAGE. DRAINAGE EASEMENTS SHALL NOT BE RESTRICTED. ON -SITE
<br />AND PASS - THROUGH RUNOFF SHALL BE ROUTED TO STREETS, ALONG
<br />PROPERTY LINES. AND THROUGH EASEMENTS IN A MANNER WHICH
<br />CONTROLS SURFACE RUNOFF
<br />S. SITE CONTRACTOR SHALL COORDINATE WITH BUILDING CONTRACTOR ON
<br />PLACING L WEARING SURFACE / -INGSHAL BE O MINIMIZECONSTRUCT ON TYPE
<br />TRAFFIC ON FINAL WEARING SURFACE.
<br />SHEET INDEX
<br />SHEET DESCRIPTION
<br />COVER SHEET
<br />TOPOGRAPHIC SURVEY
<br />LAYOUT PLAN /GRADING PLAN
<br />DETAILS
<br />SEEDING NOTES
<br />ALL AREAS CONSTRUCTION ACTIVITIES AND SHALL BE DISTURBED R, RECEIVE 4' OF TOP SOIL
<br />SOIL FERTILIZELSEEDING AND MULCHING WILL
<br />BE REQUIRED. THE FOLLOWING TYPES AND RATES SHALL BE USED,
<br />PERMANENT SEEDING NIX
<br />SEED
<br />COMMON NAME EDS
<br />/CRE X MIX
<br />SAND BLUIESTEN
<br />4.80
<br />YELLOW INDIAN GRASS
<br />1.50
<br />10
<br />SWITCH GRASS
<br />1.89
<br />SIDE OATS DRAMA
<br />1.35
<br />f0
<br />PRAIRIE SANBREED
<br />1.59
<br />t5
<br />WESTERN MEAT GRASS
<br />4.80
<br />20
<br />COVER CROP:
<br />TREATED DUAHAN OATS
<br />15.00
<br />(SPRING PLANTING)
<br />WHEAT/RYE CROSS
<br />15.00
<br />(FALL PLANTING)
<br />FERTILIZER (NUTRIENT REQUIRED)
<br />LDS. /ACRE
<br />NITROGEN
<br />40
<br />PHOSPHORUS
<br />40
<br />ATAASDEPTH OF 112' TO 3/4" WITH
<br />BROADCAST GRASS SEEDINNG OF GTRA�SSTS� IISNNOT ACCEPTABLE.
<br />STRAW OR HAY NULCH SHALL BE SPREAD AND CRIMPED INTO THE SOIL AT THE RATE OF
<br />4.000 LBS /ACRE. HYOROSffOING AND HYDKK LCHING IS ACCEPTABLE IN LIEU OF
<br />DRILLING SEED AND CIRIMPING IN STRAW MULCH. THE PERMANENT SEEDING SHALL
<br />OCCUR BETWEEN DECEMBER I AND MAY I OR BETWEEN AUGUST M AND SEPTEMBER I.
<br />TEMPORARY SEEDING MIX:
<br />NOTES:
<br />I. EACH BAG SHALL BE TAGGED OR LABELED AS REGUIRED BY THE COLORADO SEED LAW.
<br />2. GRASS SEEDS SHALL BE DELIVERED TO THE SITE IN BAGS OR CONTAINERS THAT ARE
<br />UNOPENED AND THE SEED NAME.. CLEARLY OT NA MBM NETOWE SHOW THE NAME AND ADDRESS OF THE T OF SEED. THE PERCENTAGE OF NEED SEED,
<br />THE GUARANTEED PERCENT PURITY. AND THE GUARANTEED PERCENT GERMINATION.
<br />3. ALL SEED FURNISHED SHALL BE FREE FROM SUCH NOXIOUS SEEDS SUCH AS RUSSIAN
<br />OR CANADIAN THISTLE, EUROPEAN BINDWEED, JOHNSON GRASS, AND LEAFY SPURGE.
<br />4. SEED THAT HAS BECOME SET, MOLDY, OR OTHEMISE OAMAGED IN TRANSIT OR STORAGE
<br />WILL NOT BE ACCEPTED.
<br />S. THE SOIL SHALL DE AMENDED WITH COMPOST AT A RATE OF i -CUBIC YARD OF COMPOST
<br />PER 1000 SO FT OF AREA TO BE PLANTED.
<br />PLANNING COMMISSION CERTIFICATION
<br />THIS IS TO CERTIFY THAT THE MELD COUNTY PLANNING COMMISSION
<br />HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF
<br />COUNTY COMMISSIONERS. WELD COUNTY COLORADO. FOR ITS
<br />CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC
<br />DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND
<br />DESCRIBED iHEFE0N1 THIS _ PAY OF _ 20
<br />CHAIR. WELD COUNTY PLANNING COMISSION DATE
<br />PROPERTY OWNER'S CERTIFICATION
<br />THE GNDERSIGNEO MAJOR PROPERTY OWNER (S) DO HEREBY AGREE TO
<br />THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW
<br />DEVELOPMENT STANDARDS AS DESCRIBED HEREON
<br />THIS _ PAY OF 20
<br />SIGNATURE SIGNATURE
<br />Permit #: N1- Zmoc -) -o/ 6-1 Confidental ?: N
<br />Class: K" .,TM_ A&IMV# Ilk -
<br />From: To: Mil C-
<br />Doc. Name: N,,} Sl, Ir Po-er-
<br />Doc. Date (if no date amp): Section /Exh.
<br />Inspection Date Specialist: C'Em
<br />BOARD OF COUNTY COMMISSIONERS CERTIFICATION
<br />THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS,
<br />IELD COUNTY. COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS
<br />SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW
<br />AND DEVELOPMENT STANDARDS AS SOON AND DESCRIBED HEREON
<br />THIS _ DAY OF . 20
<br />CHAIR, BOARD OF CO114TY COMMISSIONERS
<br />ATTEST:
<br />MELD COUNTY CLERK TO THE BOARD
<br />DATED:
<br />0 THE BOARD -
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