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<br />PICKETT ENGIIMRIN6, INC.,.
<br />BOB 8TH STREET
<br />GREELEY. COLORADO 80631 TURNING MOVEMENTS AT ENTRANCE
<br />PH: 970.356.6362 FAX: 970.356.6486
<br />EXISTING BRIDGE
<br />i
<br />TYPICAL SIGNAGE
<br />@ STOP SIGN (RS -11
<br />TTRUCK CROSSING SIGN (WS -6)
<br />SUPPLEMENTAL WARNING SIGN (MI6 -2)
<br />(SEE CALLOUT NOTES, DISTANCE VARIES)
<br />® SUPPLEMENTAL WARNING HEAD SIGN (W16-%)
<br />Fi i R IGHT LANE MUST TURN RIGHT SIGN (R3 -7)
<br />/rI
<br />NO RIGHT TURN SIGN (R3 -1)
<br />NO LEFT TURN SIGN (R3 -2)
<br />TRUCII ENTRANCE SI6N (TYPICAL)
<br />MmEXIT ONLY SIGN (E5 -3)
<br />i
<br />GRAPHIC SCALE 1 " =40'
<br />I
<br />0 40 80 120
<br />PIGKETT EN61NEMIN6, INW.,
<br />608 8TH STREET
<br />GREELEY, COLORADO 80631
<br />PH: 970.356.6362 FAX: 970.356.6486
<br />1 \
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<br />I N � TOP 54SIG 12681.72
<br />TURNING MOVEMENT TO THE WEST
<br />AT EXIT
<br />I
<br />SIGNAGE AND STRIPING PLAN
<br />SCALE: T' = 60'
<br />SIGNAGE & STRIPING NOTES
<br />I. SIGNAGE SHOWN ON THE STRIPING AND SIGNAGE PLAN SHALL CONFORM IN SIZE,
<br />COLOR, MATERIAL OF CONSTRUCTION. MOUNTING HEIGHT, AND LOCATION IN
<br />ACCORD WITH THE STANDARDS IN THE FEDERAL HIGHWAY AONINISTRATION'S
<br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.
<br />2, ALL SIGNS SHALL BE INSTALLED ON UNISTRUT TELESPAR TYPE PERFORATED POSTS
<br />WITH ANCHORS AT PROPER HEIGHTS AS PER CURRENT MUTCD STANDARDS.
<br />3. SIGN BACKINGS SHALL BE AS FOLLOWS:
<br />A. 36' X 36' OR LESS SHALL BE 0.080 ALUMINUM.
<br />4. ALL SIGNS SHALL BE MOUNTED WITH VANDAL -PROOF BOLTS -
<br />5. (INISTRUT TEIESPAR TYPE POSTS SHALL MEET OR EXCEED THE FOLLOWING:
<br />A. POSTS - 1 3/4' X 1 3/4', 12 GAUGE, ASTN SPECIFICATION NUMBER A4446,
<br />GRADE A, DRILLED ON 1' CENTERS.
<br />8. ANpNORS
<br />- 2;.X X 2', 12 GAUGE. ASTM SPECIFICATION NUMBER A4446,
<br />DRILLED ON i' CENTERS.
<br />C. ALL POSTS AND ANCHORS MULL BE GALVANIZED TO ASTN SPECIFICATION A525
<br />COATING DESIGNATION G90.
<br />6, ALL SIGNS SHALL BE MINIMUM ENGINEER REFLECTIVE SHEETING. SEVEN (7) YEAR
<br />GUARANTEE OR APPROVED EQUAL.
<br />7. SIGN SHALL HAVE A SEVEN FOOT (7') CLEARANCE (NINIMUM) FROM THE BOTTOM OF
<br />SIGN TO THE GROUND OF INSTALLATION.
<br />B. PAVEMENT MARKING MATERIAL PER WELD COUNTY REGUIREMENTS.
<br />GRAPHIC SCALE 1 " -40'
<br />I
<br />0 40 80 120
<br />AASHM0 • Is'
<br />TI1F14I1JG PAD ^.
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<br />ENTRANCE SIGN
<br />PIGKETT ENOINEERIN6, INC.
<br />808 6TH STREET
<br />GREELEY, COLORADO 60631
<br />PH: 970.356.6362 FAX: 970.356.6486
<br />- -dHO -- --- dHO - --
<br />PROJECT CONTROL
<br />TURNING MOVEMENT TO THE EAST
<br />AT EXIT
<br />GRAPHIC SCALE
<br />0 60 120 180
<br />VERTICAL DATUM:
<br />BENCHMARK:ALL ELEVATIONS SHOWN HEREON
<br />ARE BASED ON AN ELEVATION TAKEN FROM NGS R 260,
<br />A 3.25' BRASS CAP SET IN 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 HAD
<br />83 U992) DATUM. HORIZONTAL CONTROL BASED UPON
<br />OGS DESIGNATION U65 MP237.85 AT.
<br />Nat, 253, 152.91 E -3, 191, 165.22
<br />COORDINATES REFERENCE:
<br />CP -HOT
<br />N - 1254842.43
<br />E e 3190075.96
<br />SET 04 REBAR W/ 2' ALUM. CAP
<br />CP -COLO Permit #:
<br />N - 1254752.87 C ass:
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<br />E - 3190847.34
<br />SET #4 REBAR W/ 2' ALUM. CAP From
<br />Doc. Name: f
<br />Doc. Date if no dat
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<br />PIGKETT EN61NEMIN6, INW.,
<br />608 8TH STREET
<br />GREELEY, COLORADO 80631
<br />PH: 970.356.6362 FAX: 970.356.6486
<br />1 \
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<br />I N � TOP 54SIG 12681.72
<br />TURNING MOVEMENT TO THE WEST
<br />AT EXIT
<br />I
<br />SIGNAGE AND STRIPING PLAN
<br />SCALE: T' = 60'
<br />SIGNAGE & STRIPING NOTES
<br />I. SIGNAGE SHOWN ON THE STRIPING AND SIGNAGE PLAN SHALL CONFORM IN SIZE,
<br />COLOR, MATERIAL OF CONSTRUCTION. MOUNTING HEIGHT, AND LOCATION IN
<br />ACCORD WITH THE STANDARDS IN THE FEDERAL HIGHWAY AONINISTRATION'S
<br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.
<br />2, ALL SIGNS SHALL BE INSTALLED ON UNISTRUT TELESPAR TYPE PERFORATED POSTS
<br />WITH ANCHORS AT PROPER HEIGHTS AS PER CURRENT MUTCD STANDARDS.
<br />3. SIGN BACKINGS SHALL BE AS FOLLOWS:
<br />A. 36' X 36' OR LESS SHALL BE 0.080 ALUMINUM.
<br />4. ALL SIGNS SHALL BE MOUNTED WITH VANDAL -PROOF BOLTS -
<br />5. (INISTRUT TEIESPAR TYPE POSTS SHALL MEET OR EXCEED THE FOLLOWING:
<br />A. POSTS - 1 3/4' X 1 3/4', 12 GAUGE, ASTN SPECIFICATION NUMBER A4446,
<br />GRADE A, DRILLED ON 1' CENTERS.
<br />8. ANpNORS
<br />- 2;.X X 2', 12 GAUGE. ASTM SPECIFICATION NUMBER A4446,
<br />DRILLED ON i' CENTERS.
<br />C. ALL POSTS AND ANCHORS MULL BE GALVANIZED TO ASTN SPECIFICATION A525
<br />COATING DESIGNATION G90.
<br />6, ALL SIGNS SHALL BE MINIMUM ENGINEER REFLECTIVE SHEETING. SEVEN (7) YEAR
<br />GUARANTEE OR APPROVED EQUAL.
<br />7. SIGN SHALL HAVE A SEVEN FOOT (7') CLEARANCE (NINIMUM) FROM THE BOTTOM OF
<br />SIGN TO THE GROUND OF INSTALLATION.
<br />B. PAVEMENT MARKING MATERIAL PER WELD COUNTY REGUIREMENTS.
<br />GRAPHIC SCALE 1 " -40'
<br />I
<br />0 40 80 120
<br />AASHM0 • Is'
<br />TI1F14I1JG PAD ^.
<br />—X - - -X X--- X-- -X - - -X— — Xy --' -- - -X - -x-
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<br />_ — �x--- x--- x-- -x - - -x -- X--- x-- - --.Wrl— aoWa—
<br />i
<br />3-- dH0--- - - -dHO EXISTING TRUCK
<br />ENTRANCE SIGN
<br />PIGKETT ENOINEERIN6, INC.
<br />808 6TH STREET
<br />GREELEY, COLORADO 60631
<br />PH: 970.356.6362 FAX: 970.356.6486
<br />- -dHO -- --- dHO - --
<br />PROJECT CONTROL
<br />TURNING MOVEMENT TO THE EAST
<br />AT EXIT
<br />GRAPHIC SCALE
<br />0 60 120 180
<br />VERTICAL DATUM:
<br />BENCHMARK:ALL ELEVATIONS SHOWN HEREON
<br />ARE BASED ON AN ELEVATION TAKEN FROM NGS R 260,
<br />A 3.25' BRASS CAP SET IN 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 HAD
<br />83 U992) DATUM. HORIZONTAL CONTROL BASED UPON
<br />OGS DESIGNATION U65 MP237.85 AT.
<br />Nat, 253, 152.91 E -3, 191, 165.22
<br />COORDINATES REFERENCE:
<br />CP -HOT
<br />N - 1254842.43
<br />E e 3190075.96
<br />SET 04 REBAR W/ 2' ALUM. CAP
<br />CP -COLO Permit #:
<br />N - 1254752.87 C ass:
<br />I
<br />E - 3190847.34
<br />SET #4 REBAR W/ 2' ALUM. CAP From
<br />Doc. Name: f
<br />Doc. Date if no dat
<br />Inspection Date_
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