HomeMy WebLinkAboutPLANS INTERSECTION - 17-00239-00242, 17-00355-00360 - 295 Ella Ln - Kenneth Square - MFRP
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1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE IN ACCORDANCE WITH THE CURRENT ITD STANDARD DRAWINGS AND SPECIFICATIONS.2. ASPHALT PLACED WITHIN THE STATE ROW SHALL MEET THE MINIMUM THICKNESS OF THE EXISTING PAVEMENT OR 3" MINIMUM, WHICHEVER IS GREATER.3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT OF CONFLICT THE ENGINEER SHALLBE NOTIFIED IMMEDIATELY SO CLARIFICATION MAY BE MADE PRIOR TO THE START OF CONSTRUCTION.4. CONTRACTOR SHALL SAW CUT THE EXISTING SURFACE TO ENSURE A NEAT STRAIGHT LINE ALONG THE HWY/STREET PRIOR TO PAVING.5. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES (MUTCD) AND ITD STANDARDS.6. PAINT MARKINGS SHALL MEET ITD STANDARD DRAWINGS AND SPECIFICATIONS.7. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS AND ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. ITSHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BEAFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA AND TO ENSURE THE CONTRACTOR IS AWARE OF UTILITY LOCATIONS AND DEPTHS INORDER TO AVOID TIME DELAYS IN THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FORRESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.8. CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS IN ADVANCE WITH PRIVATE AND COMMERCIAL PROPERTY OWNERS TO ENSURE THEIR PARKINGAND ACCESS NEEDS ARE MET BY PROVIDING OTHER ACCESS ROUTES, TEMPORARY RAMPS, OR BACKFILL AS REQUIRED TO PROVIDE ACCESS.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAYBE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROLMEASURES.11. APPROVAL OF ITD IS REQUIRED FOR ANY PROPOSED CONSTRUCTION WITHIN STATE HIGHWAY RIGHT-OF-WAY.12. ALL CONSTRUCTION REQUIRES INSPECTION AND APPROVAL OF ITD. THE DEPARTMENT SHALL BE NOTIFIED AT LEAST FIVE (5) DAYS PRIOR TO WORK.13. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES,SIGNS, LIGHT POLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS AS CALLED FOR IN THE PLANS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTINGSTRUCTURES TO REMAIN SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.14. UNSTABLE MATERIAL/SOFT SPOT REMOVAL - INCLUDES AREAS THAT WILL NOT MEET COMPACTION REQUIREMENTS SUCH AS SOFT SPOTS ENCOUNTEREDUNDER THE EXISTING SURFACE. THIS WILL REQUIRE OVER EXCAVATION OF THE UNSTABLE AREA AND PLACEMENT/COMPACTION OF GRAVEL MATERIAL ASDIRECTED IN THE FIELD BY THE ENGINEER.TRAFFIC CONTROL AND WARNING DEVICES1. THE CONTRACTOR SHALL CONSTRUCT THE PROJECT IN SUCH A MANNER AS TO MINIMIZE THE INTERRUPTION OF THE USE OF ROADS, HIGHWAYS OR STREETSINVOLVED AND SHALL PROVIDE FOR EMERGENCY VEHICLES AND FIRE HYDRANT ACCESS AT ALL TIMES.2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BARRICADES OF HIGH VISIBILITY DESIGN, FLARES, SIGNS, FLAGMEN AND PRE-WARNING DEVICES TOALERT THE PUBLIC, MOTORISTS AND PEDESTRIANS OF HAZARDOUS CONDITIONS IN ACCORDANCE WITH THE LATEST ISSUE OF MUTCD (MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES) FOR STREETS AND HIGHWAYS.WORKSITE MAINTENANCE & SIGNAGE1. AS WORK PROGRESSES, ADJOINING STREETS, SIDEWALKS, CURB & GUTTER, AND PROPERTIES SHALL BE CLEARED OF DEBRIS BY MEANS OF SWEEPING AND/ORWATERING. CATCH BASINS SHALL BE COVERED TO ENSURE DEBRIS DOES NOT ENTER THE CITY STORM WATER SYSTEM.2. CONTRACTOR TO INSPECT DAILY ALL WORK SIGNAGE INCLUDING CONES, BARRELS, AND CANDLES ARE IN PLACE TO ENSURE SIGNING MEETS MUTCDSTANDARDS.
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KENNETH SQUARE FINAL.DWG
DESCRIPTIONDATE
REVISIONS
1
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4
5
6
SHEET NO.
10
T-1
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
KENNETH SQUARE CONDOMINIUM
DEVELOPMENT
COVER FOR TURN LANE CHANGES
PREPARED FOR:
BRYCE DORION
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CONSTRUCTION NOTES:
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9-25-17
PAUL SNARR
PAUL SNARR
ANGIE VALDEZ
SEPTEMBER 11, 2017
SEPTEMBER 25, 2017
ALIGNMENT9-11
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
KENNETH SQUARE FINAL.DWG
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
SHEET NO.
11
T-2
SHEET NAME
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
KENNETH SQUARE CONDOMINIUM
DEVELOPMENT
ITD STANDARD DRAWING LIST
PREPARED FOR:
BRYCE DORION
&"(-&30$,
/(*/&&3*/(
$*7*-1-"//*/(4637&:*/(
*%")0'"--4
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±
PAUL SNARR
PAUL SNARR
ANGIE VALDEZ
SEPTEMBER 11, 2017
1"=80'
SEPTEMBER 25, 2017
ALIGNMENT9-11
9-25-17
SHEET NO.
SHEET NAME
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
16140
KENNETH SQUARE PLAT
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
&"(-&30$,
/(*/&&3*/(
$*7*-1-"//*/(4637&:*/(
*%")0'"--4
±3&9#63(
±
KENNETH SQUARE
CONDOMINIUM DEVELOPMENT
SIGNING & PAVEMENT MARKINGS
PREPARED FOR:
BRYCE DORION
12
T-3
ADT - ITE - PUD - Multi-Family ResidentialThe Institute of Transportation Engineers (ITE) Trip Generation Manual 9th Edition 2012- trip generation assumptions are calculated as follows:Establishing the Design Hour Volume for the subdivision and using a K Factor forResidential of 8%-10% is approximately 35 DHV.Decel Lane - ITD Traffic Manual - The location of this subdivision ties into theYellowstone Highway between 2nd East and the Moody Highway with a speed limit of 45mph (Speed Reduction from 55 mph to 45 mph approximately 250' from proposedintersection with a Reduced Speed Ahead sign approximately 500' from the SpeedReduction). The ITD Traffic Manual, Figures 3B-2 and 3B-4 for un-signalizedintersections require the following:ITD Standard Drawing Traffic Manual Figure 3B-2 Left Turn LaneSL = 5V/6(PHF) = 5(35)/6(1) = 30'DL = 230'Total Deceleration Length and Storage Length (DT + SL) = 280'Shifting TaperLeft Turn Minimum = 0.5LL = WS for 45 mph: L = (0.5)(12*45) = 270'CODE LAND USE# UNITS#TRIPS/TOTAL (ADT) DAY220 APARTMENTS 52 6.65 3462 - 4" DOUBLEYELLOWSTART CONSTRUCTION/START TAPERHIGHWAY WIDENING512+39 (EXISTING 33' HWY WIDTH)KENNETH SQUARE - HIGHWAY 3
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HIGHWAY 33NOTES:1. THIS PROJECT CONSISTS OF THE WIDE
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THE EXISTING HIGHWAY FROM STATION
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523+79.2. CONTRACTOR TO CUT EXISTING ASPHA
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APPROXIMATELY 2 FEET FROM THE EDGE
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ASPHALT TO ENSURE THE SLOPE SHOE ISREMOVED. CUT SHALL BE STRAIGHT MEE
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STANDARDS.3. LEFT AND RIGHT TURN ARROWS WILL
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4. EXTEND DOUBLE YELLOW MARKINGS
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STATION 526+795. STATIONING, CURVE DATA AND BEARI
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FROM ITD PROJECT No. ST - 6767 (502).
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W
PAUL SNARR
PAUL SNARR
ANGIE VALDEZ
SEPTEMBER 11, 2017
1"=80'
SEPTEMBER 25, 2017
ALIGNMENT9-11
8" WHITE4" WHITE
33'
R-O-W 4:1 SLOPEMATCH BORE UNDEREXISTING ASPHALTIN HIGHWAY FOR CITY UTILITY
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PC=514+89.71PER ITD PROJECT No. ST - 6767 (502)C BEARING EϭϵΣϬϴΖϯϮΗ L
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END SHIFTING TAPERSTATION 515+49RT OFFSET=24'TAPER (270') FORSHOULDER WIDTH OF 6'6'MEDIAN TAPERHIGHWAY WIDENING515+49 (PROPOSED 45' HWY WIDTH)RT OFFSET=6.40'BEGIN RT TURN SHIFTINGTAPER STATION512+39TAPER IS 270'LT OFFSET=12'RT OFFSET=12'INTERSECTION 516+49(42' HWY WIDTH)LT OFFSET=6'RT OFFSET=6'REVERSE CURVE 515+64
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SHEET NO.
SHEET NAME
DESCRIPTIONDATE
REVISIONS
1
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3
4
5
6
DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
16140
KENNETH SQUARE PLAT
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
Engineering.
&"(-&30$,
/(*/&&3*/(
$*7*-1-"//*/(4637&:*/(
*%")0'"--4
±3&9#63(
±
KENNETH SQUARE
CONDOMINIUM DEVELOPMENT
TRAFFIC CONTROL PLAN
PREPARED FOR:
BRYCE DORION
13
T-4
KENNETH SQUARE - TEMPORARY
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STATION 502+39 RT ADD SIGN W21-5 SHOULDER WORKSIZE 48"x48" 1000 FEET BEFORE START OFCONSTRUCTION STATION 507+39 RT ADD SIGN R-21 ROAD WORK SPEED SIGN36"x48" 500 FEET BEFORE START OF CONSTRUCTION
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STATION 502+39 LT END ROADWORK G-20-2 SIGN 48"x42"NOTE:1.SIGNAGE TO MEET MUTCD WORK ON SHOULDERS (TA-3 FIGURE 6H-3) SIGNAGE TO HAVEROADWORK AHEAD AND OPTIONAL SPEED SIGN.2.CONTRACTOR IS RESPONSIBLE FOR FLAGGING TRAFFIC CONTROL PLAN.3.ALL SIGN POSTS ARE TO BE TYPE E.
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PAUL SNARR
PAUL SNARR
ANGIE VALDEZ
SEPTEMBER 11, 2017
1"=80'
SEPTEMBER 25, 2017
ALIGNMENT9-11
9-25-17
PT=517+34.12PC=514+89.71
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SHEET NO.
SHEET NAME
DESCRIPTIONDATE
REVISIONS
1
2
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DESIGNED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
CAD NAME:
REVISION:
DATE:
SCALE:
16140
KENNETH SQUARE PLAT
ATTENTION
This document or any part
thereof in detail or design
concept is the property of
Eagle Rock Engineering and
shall not be copied in any
form without the written
authorization of Eagle Rock
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PAUL SNARR
PAUL SNARR
ANGIE VALDEZ
SEPTEMBER 25, 2017
NTS9-25-17