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HomeMy WebLinkAboutAgenda - Item 8-g - Approval of North Carolina Department of Transportation (NCDOT) Right-of-Way Encroachment Agreement for Bicycle Safety Road Signs ORANGE COUNTY BOARD OF COMMISSIONERS ACTION AGENDA ITEM ABSTRACT Meeting Date: June 19, 2018 Action Agenda Item No. 8-g SUBJECT: Approval of North Carolina Department of Transportation (NCDOT) Right-of- Way Encroachment Agreement for Bicycle Safety Road Signs DEPARTMENT: Planning and Inspections ATTACHMENT(S): 1. NCDOT Right-of-Way Encroachment Agreement 2. Bicycle Safety Signs Location Map and List 3. Bicycle Safety Sign Exhibits 4. NCDOT Mounting Detail INFORMATION CONTACT: Abigaile Pittman, 919-245-2567 Tom Altieri, 919-245-2579 Craig Benedict, 919-245-2592 PURPOSE: To approve a North Carolina Department of Transportation (NCDOT) Right-of-W ay Encroachment Agreement for Non-Utility Encroachments on Primary and Secondary Highways between Orange County and NCDOT for fifteen (15) bicycle safety signs. BACKGROUND: In support of the Orange County “Drive Safely, Ride Safely” Bicycle Safety Campaign, fifteen (15) signs are being installed in NCDOT right-of-way. The Campaign is designed to foster mutual respect and shared interest in road safety between motorists and cyclists. The signs were part of the June 5, 2018 regular meeting presentation to the Board of County Commissioners (BOCC), and are part of the initial activities of the Campaign. Eight (8) of the signs are designed to be shared with future Rural Buffer signs. This attached agreement details approval of the encroachment in NCDOT right-of-way and notes County maintenance responsibility. FINANCIAL IMPACT: There is no immediate financial impact associated with this item since funds for the Bicycle Safety Campaign were provided in FY 2017-18 – $10,000 from the General Fund and $5,000 from the Visitors Bureau Occupancy Tax. However, minimal long term maintenance will be required by the Department of Environment, Agriculture, Parks and Recreation (DEAPR). SOCIAL JUSTICE IMPACT: The following Orange County Social Justice Goal is associated with this item: • GOAL: CREATE A SAFE COMMUNITY The reduction of risks from vehicle/traffic accidents, childhood and senior injuries, gang activity, and substance abuse and domestic violence. RECOMMENDATION(S): The Manager recommends the Board approve and authorize the Chair to sign the Right-of-Way Encroachment Agreement for Non-Utility Encroachments on Primary and Secondary Highways to erect fifteen (15) bicycle safety signs in accordance with NCDOT standards, and pending final review by the County’s Risk Management staff and the County Attorney’s Office. 1 FORM R/W 16.1A (January, 1981) STATE OF NORTH CAROLINA ROUTE Various Routes, see attached list PROJECT Bicycle Safety Signs COUNTY OF Orange County, NC DEPARTMENT OF TRANSPORTATION -AND- RIGHT OF WAY ENCROACHMENT AGREEMENT FOR NON-UTILITY ENCROACHMENTS ON PRIMARY AND SECONDARY HIGHWAYS Orange County, North Carolina THIS AGREEMENT, made and entered into this the day of , 20 18 , by and between the Department of Transportation, party of the first part; and Orange County, North Carolina party of the second part, W I T N E S S E T H THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route(s) Various routes, see attached map and location list , located See attached map, location list. with the construction and/or erection of: Fifteen (15) bicycle safety signs – see attachments. WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the said party of the second part binds and obligates himself to install and maintain the encroaching facility in such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, in order to conform to the said requirement, without any cost to the party of the first part. That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer of the party of the first part. That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment. It is clearly understood by the party of the second part that the party of the first part will assume no responsibility for any damage that may be caused to such facilities, within the highway rights of way limits, in carrying out its construction and maintenance operations. That the party of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams, lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and with ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the first part. That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the Division Engineer of the party of the first part. That the party of the second part agrees to have available at the encroaching site, at all times during construction, a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to stop all work unless evidence of approval can be shown. Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will not be required. That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves the right to stop all work until the facility has been brought into compliance or removed from the right of way at no cost to the party of the first part. That it is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the second part from the party of the first part. BOCC Attachment 1 2 R/W (161A) : Party of the Second Part certifies that this agreement is true and accurate copy of the form R/W (161A) incorporating all revisions to date. IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first above written. DEPARTMENT OF TRANSPORTATION BY: Asst. Manager of Right-of-Way ATTEST OR WITNESS: ORANGE COUNTY ORANGE COUNTY Donna Baker, Clerk to the BOCC Mark Dorosin, BOCC Chair Second Party INSTRUCTIONS When the applicant is a corporation or a municipality, this agreement must have the corporate seal and be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of the Manager of Right of Way. In the space provided in this agreement for execution, the name of the corporation or municipality shall be typed above the name, and title of all persons signing the agreement should be typed directly below their signature. When the applicant is not a corporation, then his signature must be witnessed by one person. The address should be included in this agreement and the names of all persons signing the agreement should be typed directly below their signature. This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the following applicable information: 1. All roadways and ramps. 2. Right of way lines and where applicable, the control of access lines. 3. Location of the proposed encroachment. 4. Length and type of encroachment. 5. Location by highway survey station number. If station number cannot be obtained, location should be shown by distance from some identifiable point, such as a bridge, road, intersection, etc. (To assist in preparation of the encroachment plan, the Department’s roadway plans may be seen at the various Highway Division Offices, or at the Raleigh office.) 6. Drainage structures or bridges if affected by encroachment. 7. Typical section indicating the pavement design and width, and the slopes, widths and details for either a curb and gutter or a shoulder and ditch section, whichever is applicable. 8. Horizontal alignment indicating general curve data, where applicable. 9. Vertical alignment indicated by percent grade, P.I. station and vertical curve length, where applicable. 10. Amount of material to be removed and/or placed on NCDOT right of way, if applicable. 11. Cross-sections of all grading operations, indicating slope ratio and reference by station where applicable. 12. All pertinent drainage structures proposed. Include all hydraulic data, pipe sizes, structure details and other related information. 13. Erosion and sediment control. 14. Any special provisions or specifications as to the performance of the work or the method of construction that may be required by the Department must be shown on a separate sheet attached to encroachment agreement provided that such information cannot be shown on plans or drawings. 15. The Department’s Division Engineer should be given notice by the applicant prior to actual starting of installation included in this agreement. 16. Method of handling traffic during construction where applicable. 17. Scale of plans, north arrow, etc. 3 !"_$ !"_$ !"c$ !"c$ ?ª ?ª Aæ Ir I§ I§ K© KÊ ?k ?o ?r Caswell Person Chatham DurhamAlamance 9 10 11 12 14 15 13 1 3 4 5 6 7 8 2 ATTACHMENT A ¯0 21 Miles 1 in = 3 miles Orange County Planning and Inspection BC 5/17/2018 Bike Safety Sign/Rural Buffer Sign Bike Safety Sign Bicycle Safety Signs Location Map EA 16-1A BOCC Attachment 24 EA 16-1A ATTACHMENT B Signs Location List LOCATION OF 2 FT X 2 FT BICYCLE SAFETY SIGNS ON U-CHANNEL POLES, TO BE SHARED WITH FUTURE RURAL BUFFER SIGNS 1.Mt. Herman Church Road/SR 1713 (Connects to W. Cornwallis Road at the Durham County line) – visible on right side of Mt. Herman Church Road/SR 1713 westbound when entering county, right before Bay Meadows Lane. 2.Erwin Road/SR 1734 at the Durham County line - located on the right side of Erwin Road/SR 1734 southbound when entering the county. 3.NC 54 W and Carl Durham Road/SR 1950 at the intersection – located on the right side of the NC 54 W eastbound, just after the intersection with Carl Durham Road/SR 1950 4.Jones Ferry Road/SR 1942 just north of Mel Oaks Drive/SR 2065 – located on the right side of Jones Ferry Road/SR 1942 northbound, just before the intersection with Mel Oaks Drive/SR 2065 5.Jones Ferry Road/SR 1942 at the intersection of Old Greensboro Road/SR 1005 –located on right side of Jones Ferry Road/SR 1942 southbound approximately 700 feet south of the intersection with Old Greensboro Road/SR 1005 6.Old 86 and Hickory Forest Road/SR 1211 – located on right side Old 86 northbound just north of the intersection with Hickory Forest Road/SR 1211. 7.Old 86 and Davis Road/SR 1129 intersection – located on the right side Old 86 southbound, just before/north of the David Road/SR 1129 intersection 8.Mt. Carmel Church Road/SR 1008 just north of the Chatham County line – located on the right side of Mt. Carmel Road just north of the county line when entering county LOCATION OF 2 FT X 2 FT BICYCLE SAFETY SIGNS U-CHANNEL POLES 9.Dairyland Road/SR 1177 westbound, located on the right side of the road about 120 feet from the intersection with Rocky Ridge Road/SR 1113 10. St. Mary’s Road/SR 1002 westbound, located on the right side of the road just past Terry Road/SR 1573 11. New Sharon Church Road/SR 1538 southbound located on the right side of the road just past the intersection with NC 57 5 EA 16-1A ATTACHMENT B Signs Location List   12. New Sharon Church Road//SR 1538 northbound located on the right side of the road just before Little Leaf Lane/SR 1699 13. Lebanon Road/SR 1206 eastbound located on the right side of the road somewhere between Saddle Club Road/SR 1346 and Casey Lane/SR 1464 (outside of Mebane) 14. Bradshaw Quarry Road/SR 1115 eastbound located on the right side of the road just past Mebane Oaks Road/SR 1007 15. Hebron Church Road/SR 1139 eastbound located on the right side of the road just before Ben Wilson Road/SR 1182     6 z z 4 N 24 iN EA 16 -1A ATTACHMENT C 24 IN BOCC Attachment 3 0 om H C H Z 7oCf)QQ DO r- O -n Cn H_A > = -nDDm Z V =Cn0O ZHUrT) Q Q H HOOD Cf)o Z i .� m O 'o z z CC3= V O Cl) =MZz 0 z> zzzo mv0o O ~' N N 00 O Z N SHEET 1 OF 2 904.50 EA 16 -1A ATTACHMENT D SHOULDER WIDTH ( 2' -0" MIN. EMBEDMENT DETAIL HORIZONTAL AND VERTICAL CLEARANCES YIELD TT TYPE "E" SIGNS ONE WAY TYPICAL SIGN SHAPES AND COMBINATIONS BOCC Attachment 4 TOP SEE NOTE 7 2" TVP- SEE NOTE 5 2" TYP !7E I 1" TYP HI SEE NOTE 7 �- SEE NOTE 7 1" TYP BACK ELEVATION SIDE BACK ELEVATION BACK ELEVATION FRAMING AND CROSS- BRACING DETAILS TYPE "F" SIGNS TOP TYPE "D" & "E" SIGN CROSS BRACING SIDE FRAMING AND CROSS BRACE DETAILS SIDE FOR COMBINATION TYPE "D" & "E" SIGNS WIDE SIDE OF CROSS BRACE GOES TO BACK OF SIGN TOP E "D" SIGN P SIGN FRAMING AND CROSS BRACE DETAILS FOR COMBINATION TYPE "D" & "F" SIGNS WIDE SIDE OF FLANGE TO BACK OF "F" SIGN NOTES: 1. ERECT TYPE "D" "E" AND "F" SIGNS ON FREEWAYS WITH THE NEAR EDGE OF THE SIGN 20 FT. FROM THE TRAVEL LANE. ERECT ALL OTHER "D ", "E ", AND "F" SIGNS WITH THE NEAR EDGE OF THE SIGN AT THE EDGE OF THE SHOULDER BREAK (6 FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FROM THE EDGE OF TRAVEL LANE), OR AS DIMENSIONED ON PLAN SHEETS. 2. ERECT TYPE "D" "E" AND "F" SIGNS WITH THE BOTTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABOVE THE EDGE OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. THE VERTICAL CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC AND /OR PARKED VEHICLES. 3. THE VERTICAL DIMENSION BETWEEN MOUNTING HOLE CENTERS ON ALL TYPES "D ", "E ", AND "F" SIGNS IS 30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE WHOLE INCH. EACH SIGN PANEL HAS A MINIMUM OF 2 BOLTS PER SUPPORT. 4. ATTACH SIGN W/ %S" HEX HEAD BOLT, NYLON WASHER, SHIM, FLAT WASHER, LOCK WASHER, HEX.NUT NO BUCKLING OF THE SIGN WILL BE PERMITTED. SEE ASSEMBLY DETAIL SHEET# 2 OF 904.50. 5. FURNISH AND INSTALL CROSS- BRACING AS SHOWN IN DETAIL. PAINT ENDS OF CROSS BRACES W/ APPROVED. ZINC PAINT 6. INSTALL POST AND CROSS- BRACING WITH THE WIDE SIDE OF THE FLANGE TOWARD THE BACK OF SIGN(S) FOR COMBINATION TYPE "D" AND "F" SIGNS. 7. THE SHIELD HEIGHTS IN THESE ASSEMBLIES CAN NOT BE LARGER THAN 24 ". 8 z O cn H Q H�C='3V LL J 00co L u Q z U QUCrO H )-2 ~Zw cAHU- OJ OOCnQ z H � 1 Lu° N Lu 0 O Cl) U- Z � y0 oLL. LL CL O, J Z Wiz' _ u> >Wv 20 C H G G J C3 w C. O r SHEET 1 OF 2 904.50 EAST 5^0 TYPE "D" SIGN RALEIGH ,� u 4 EAST EAST EAST TYPE "F" SIGN 70 70 64 TYPE "F" SIGN TV TT YIELD TT TYPE "E" SIGNS ONE WAY TYPICAL SIGN SHAPES AND COMBINATIONS BOCC Attachment 4 TOP SEE NOTE 7 2" TVP- SEE NOTE 5 2" TYP !7E I 1" TYP HI SEE NOTE 7 �- SEE NOTE 7 1" TYP BACK ELEVATION SIDE BACK ELEVATION BACK ELEVATION FRAMING AND CROSS- BRACING DETAILS TYPE "F" SIGNS TOP TYPE "D" & "E" SIGN CROSS BRACING SIDE FRAMING AND CROSS BRACE DETAILS SIDE FOR COMBINATION TYPE "D" & "E" SIGNS WIDE SIDE OF CROSS BRACE GOES TO BACK OF SIGN TOP E "D" SIGN P SIGN FRAMING AND CROSS BRACE DETAILS FOR COMBINATION TYPE "D" & "F" SIGNS WIDE SIDE OF FLANGE TO BACK OF "F" SIGN NOTES: 1. ERECT TYPE "D" "E" AND "F" SIGNS ON FREEWAYS WITH THE NEAR EDGE OF THE SIGN 20 FT. FROM THE TRAVEL LANE. ERECT ALL OTHER "D ", "E ", AND "F" SIGNS WITH THE NEAR EDGE OF THE SIGN AT THE EDGE OF THE SHOULDER BREAK (6 FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FROM THE EDGE OF TRAVEL LANE), OR AS DIMENSIONED ON PLAN SHEETS. 2. ERECT TYPE "D" "E" AND "F" SIGNS WITH THE BOTTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABOVE THE EDGE OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. THE VERTICAL CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC AND /OR PARKED VEHICLES. 3. THE VERTICAL DIMENSION BETWEEN MOUNTING HOLE CENTERS ON ALL TYPES "D ", "E ", AND "F" SIGNS IS 30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE WHOLE INCH. EACH SIGN PANEL HAS A MINIMUM OF 2 BOLTS PER SUPPORT. 4. ATTACH SIGN W/ %S" HEX HEAD BOLT, NYLON WASHER, SHIM, FLAT WASHER, LOCK WASHER, HEX.NUT NO BUCKLING OF THE SIGN WILL BE PERMITTED. SEE ASSEMBLY DETAIL SHEET# 2 OF 904.50. 5. FURNISH AND INSTALL CROSS- BRACING AS SHOWN IN DETAIL. PAINT ENDS OF CROSS BRACES W/ APPROVED. ZINC PAINT 6. INSTALL POST AND CROSS- BRACING WITH THE WIDE SIDE OF THE FLANGE TOWARD THE BACK OF SIGN(S) FOR COMBINATION TYPE "D" AND "F" SIGNS. 7. THE SHIELD HEIGHTS IN THESE ASSEMBLIES CAN NOT BE LARGER THAN 24 ". 8 z O cn H Q H�C='3V LL J 00co L u Q z U QUCrO H )-2 ~Zw cAHU- OJ OOCnQ z H � 1 Lu° N Lu 0 O Cl) U- Z � y0 oLL. LL CL O, J Z Wiz' _ u> >Wv 20 C H G G J C3 w C. O r SHEET 1 OF 2 904.50 0 om H C H Z 7ocf)00 r 0 -n cf) H-A > = -nDDm Z V =Cn00 z , , U -n • OOH HOOD O IJ m Z m r I cv�= v O G7 2 R1 Z z Z > H > Z Z Z o mvoo r -n O � n ''ww� N V+ N O o Z m N HEET 2 OF 2 904.50 36 "X 36" SIGN 30 "X 30" SIGN 24 "X 24" SIGN 1811151 12" 18„ 15„1 — - i - * i_ �� -- r - - - - -T I I 30" MAX TYPE "D" SIGNS P R P - - 48 "X 48" SIGN 15" 15" 1 1 15" H ? 20" UNITS ON ATTACHED SHEET *MINIMUM 4 FT. BETWEEN CHANNEL POSTS HOLE PUNCHING DETAIL 'lull CHANNEL POST 12" DIA.ROUND OR SQUARE SMOOTH WALL HOLES DRILLED, CORED, HORMED OR AIR HAMMERED AND BACK FILLED r 2" JOINT SEALER WITH SOIL. / PAVEMENT DETAIL FOR INSTALLATION OF CHANNEL POST IN CONCRETE I/16" HEX HEAD HOT DIPPED GALVANIZED BOLT SIGN FACE ® ALUMINUM SHIM NYLON WASHER ( 3 %2" X 3 Y2" X 7/8" 0. D.,3 /8" I. D. 1/16" THICK. CHANNEL POST BACK OF SIGN VALIDATION STICKER SUPPLIED BY SIGN PLANT ASSEMBLY DETAIL i r LOCK WASHER I' r NUT i g z O c) H Q Q H�C='3V U- —i 0 0 c _ w Q Z w 2 Q 0 0 0 H H I— = Z w U) U- 0 J OU)Q O z H � 1 H � CL 0 � w 0 0 cc: Z o 'N^ '�^ _/ _/ QLL�a o� O ' J °00LU o�aa < O W v cn O C = G � .7 H J W Z � ao w SHEET 2 OF 2 904.50 NO. SUPPORTS 3 „2, 3 yc - -�- P .207W .145W TYPE R .586W .355W "E” AND "F" 30" 1 SIGNS MAX I I -- - -3 „2, P�R P Hc18” W/2 W/2 2 POST 1 POST UNITS ON ATTACHED SHEET *MINIMUM 4 FT. BETWEEN CHANNEL POSTS HOLE PUNCHING DETAIL 'lull CHANNEL POST 12" DIA.ROUND OR SQUARE SMOOTH WALL HOLES DRILLED, CORED, HORMED OR AIR HAMMERED AND BACK FILLED r 2" JOINT SEALER WITH SOIL. / PAVEMENT DETAIL FOR INSTALLATION OF CHANNEL POST IN CONCRETE I/16" HEX HEAD HOT DIPPED GALVANIZED BOLT SIGN FACE ® ALUMINUM SHIM NYLON WASHER ( 3 %2" X 3 Y2" X 7/8" 0. D.,3 /8" I. D. 1/16" THICK. CHANNEL POST BACK OF SIGN VALIDATION STICKER SUPPLIED BY SIGN PLANT ASSEMBLY DETAIL i r LOCK WASHER I' r NUT i g z O c) H Q Q H�C='3V U- —i 0 0 c _ w Q Z w 2 Q 0 0 0 H H I— = Z w U) U- 0 J OU)Q O z H � 1 H � CL 0 � w 0 0 cc: Z o 'N^ '�^ _/ _/ QLL�a o� O ' J °00LU o�aa < O W v cn O C = G � .7 H J W Z � ao w SHEET 2 OF 2 904.50 NO. SUPPORTS 2 3 yc 1 4 P .207W .145W .107W R .586W .355W .262W UNITS ON ATTACHED SHEET *MINIMUM 4 FT. BETWEEN CHANNEL POSTS HOLE PUNCHING DETAIL 'lull CHANNEL POST 12" DIA.ROUND OR SQUARE SMOOTH WALL HOLES DRILLED, CORED, HORMED OR AIR HAMMERED AND BACK FILLED r 2" JOINT SEALER WITH SOIL. / PAVEMENT DETAIL FOR INSTALLATION OF CHANNEL POST IN CONCRETE I/16" HEX HEAD HOT DIPPED GALVANIZED BOLT SIGN FACE ® ALUMINUM SHIM NYLON WASHER ( 3 %2" X 3 Y2" X 7/8" 0. D.,3 /8" I. D. 1/16" THICK. CHANNEL POST BACK OF SIGN VALIDATION STICKER SUPPLIED BY SIGN PLANT ASSEMBLY DETAIL i r LOCK WASHER I' r NUT i g z O c) H Q Q H�C='3V U- —i 0 0 c _ w Q Z w 2 Q 0 0 0 H H I— = Z w U) U- 0 J OU)Q O z H � 1 H � CL 0 � w 0 0 cc: Z o 'N^ '�^ _/ _/ QLL�a o� O ' J °00LU o�aa < O W v cn O C = G � .7 H J W Z � ao w SHEET 2 OF 2 904.50