project #: 1707bofd.001 sl 001 ug r00 permitting …
TRANSCRIPT
Ada Ramp
N. M
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ISO
N S
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W. NORTH ST.
W. HICKORY ST.
W. WALNUT ST.
N. M
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© 2019 Microsoft Corporation © 2019 HERE
PERMITTING AGENCY - VILLAGE OF HINSDALE
MCImetro
ACCESS TRANSMISSION SERVICES CORP.
PROJECT #: 1707BOFD.001_SL_001_UG_R00
PROJECT NAME: N HINSDALE 1
D/B/A - VERIZON ACCESS TRANSMISSION SERVICES
PROJECT LOCATION
1707BOFD.001_SL_001_UG_R00
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SCOPE OF WORK
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VICINITY MAP HINSDALE, IL
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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1
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HINSDALE, IL
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212
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622'
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240
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1
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630
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582'
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640
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40'
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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NORTH
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TABLE OF CONTENTS: 1. COVER SHEET 2. PROJECT CONTACT & NOTES SHEET 3. F.O.C.U.S. SHEET 4. CLARIFICATION SUMMARY SHEET 5. SYMBOLS SHEET 6. HANDHOLE DETAIL 7. ADDITIONAL NOTES AND DETAILS 8-9. PLAN VIEW . PLAN VIEW 10-16. (TC). (TC)
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- PLACE 622' OF NEW HDPE.
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- PLACE (2) 2.5' X 5' HANDHOLE
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- 582' DIRECTIONAL BORE
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- 40' OPEN TRENCH
1707BOFD.001_SL_001_UG_R00
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PROJECT CONTACTS
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%%UCITY GOVERNMENT
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CONSTRUCTION MANAGER: WAYNE SMITH
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NAME OF FIRM: LEDCOR TECHNICAL SERVICES
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%%UCONSTRUCTION CONTRACTOR
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PHONE: (312) 971-1488
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%%UOWNERS
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EMAIL: [email protected]
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PROJECT MANAGER: DENNIS CLARK
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NAME OF FIRM: LEDCOR TECHNICAL SERVICES
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%%UENGINEERING CONTRACTOR
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PHONE: (312) 809-8183
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ENGINEER: OSCAR GUERRERO
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NAME OF FIRM: GREAT LAKES TRANSPORT ENGINEERING & IMPLEMENTATION
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PHONE: (312) 453-8106
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EMAIL: [email protected]
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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2
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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VILLAGE OF HINSDALE COMMUNITY DEVELOPMENT DEPT 19 EAST CHICAGO AVE HINSDALE, IL 60521 PH:630-789-7030
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GOVERNMENTAL AGENCY, MCI BUSINESS,
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1. MCI COMPRISES THE FOLLOWING OPERATING ENTITIES:
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THE ABSENCE OF AN MCI EMPLOYEE OR CERTIFIED CONTRACTOR.
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IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN
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WILL RESULT IN LOSS OF REVENUE. CONTRACTOR SHALL NOT WORK
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FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE
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2. ALL WORK TO BE DONE WITH EXTREME CAUTION !
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INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED
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"SWAMP PLOW", ETC.) ARE SUGGESTIONS ONLY AND ARE NOT
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8. EQUIPMENT TYPES SPECIFIED HEREIN (ie: "BACKHOE,
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SHALL BE RESTORED TO ORGINAL OR BETTER CONDITION.
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EMBANKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED,
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PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES,
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7. ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE
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ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT,
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CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS ENCOUNTERED ARE
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6. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE
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IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICTS.
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100 FEET IN ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES
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EXACT. THERFORE, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST
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RECORDS AND FIELD OBSERVATIONS, BUT ARE NOT NECESSARILY
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5. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
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AND MAY BE AS SHOWN OR DEPICTED ON THESE DRAWINGS.
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FROM DATED RAILROAD VALUATION MAPS OR OTHER DRAWINGS,
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4. LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED
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APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING
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3. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE
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GENERAL NOTES
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AND REPAIR, IF DAMAGED.
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OR THE RIGHT-OF-WAY- GRANTOR.
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- MCI METRO ACCESS TRANSMISSION SERVICES CORP.
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- MCI COMMUNICATIONS SERVICES, INC.
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- MCI METRO ACCESS TRANSMISSION SERVICES
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OF VIRGINIA, INC.
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- MCI METRO ACCESS TRANSMISSION SERVICES
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OF MASSACHUSETTS, INC.
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- METROPOLITIAN FIBER SYSTEMS OF NEW YORK, INC.
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WILL BE PLACED AT THE EAST END OF EACH HANDHOLE.
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* FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST
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WESTERN-MOST SIGN AND POST SHOULD BE REMOVED.
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EAST TO WEST GEOGRAPHICAL ORIENTATION, THE
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B. ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN AN
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WILL BE PLACED AT THE NORTH END OF EACH HANDHOLE.
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* FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST
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SOUTHERN-MOST SIGN AND POST SHOULD BE REMOVED.
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NORTH TO SOUTH GEOGRAPHICAL ORIENTATION, THE
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A. ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A
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AND/OR REMOVED ON ALL NEW AND EXISTING ROUTES
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10. ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED
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TO BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.
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LOCATED PRIOR TO CONSTRUCTION ACTIVITY. RAILROAD
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9. RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE
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THEREFORE SOME VARIANCE SHOULD BE ANTICIPATED.
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8. ALL STATIONING IS BASED ON AS-BUILT INFORMATION,
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CONTACT SHEET FOR CONTACT NAME AND TELEPHONE
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CONTRACTOR 48 HOURS PRIOR TO CONSTRUCTION. SEE
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7. VERIZON BUSINESS PERSONNEL TO BE CONTACTED BY THE
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SHALL BE IMPLEMENTED AS FOLLOWS:
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ADJUST AS NEEDED.
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NUMBER.
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SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS.
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A 36" MINIMUM COVER IS UNOBTAINABLE UNLESS
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6. MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME
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MINIMUM COVER UNLESS SPECIFIED OTHERWISE ON THE
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5. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36"
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4. SHORING MAY BE REQUIRED AND SHALL COMPLY TO
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BSP/GSP OVER OR UNDER EACH OBSTRUCTION.
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AND THE PLACEMENT OF 4" MANUFACTURED SPLIT PVC,
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REQUIRE THE PLACEMENT OF A BURIED CABLE MARKER
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3. ALL UNDERGROUND OBSTRUCTIONS, WHEN LOCATED, WILL
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48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.
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2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES
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1. ALL CONDUIT WILL BE 2" HDPE
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CONSTRUCTION NOTES
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CONSTRUCTION DRAWINGS.
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O.S.H.A. STANDARDS.
MCI Outside Plant FOCUSFiber Optic Cable Uncovering System
1) The title of this program, F.O.C.U.S., an acronym for Fiber Optic Cable Uncovering System was selectedto remind everyone involved with working near MCI's active fiber optic systems to focus on protectingthe facilities. If, during the course of the project, YOU notice any activity which may jeopardize the MCIOSP facilities, it is your duty to stop the work and re- FOCUS
2) FOCUS rules must be followed on all MCI projects involving work on or near MCI OSP facilities.Safety is MCI's number one priority; everyone must refrain from unsafe and improper practices.
3) Review of FOCUS is mandatory at every Pre-bid, Pre-construction, site meeting and daily tailgatemeeting. FOCUS discussion must include site-specific history, unique problems, facility configurationsthat may be encountered, and past errors. "Those who do not learn from history are doomed to repeat it".Do not let this happen to you.
4) Any work near or requiring handling of MCI Outside Plant facilities can only be performed with an MCIemployee or contract representative present -- THIS MEANS OUT OF HIS OR HER VEHICLE ANDDIRECTLY MONITORING THE WORK. The representative must have a properly operating cablelocator checked for accuracy every day prior to commencement of work (comparison of line and depthreadings to actual line and depth of the cable).
5) Locate and Pothole Requirements.
· Prior to any excavation, the MCI employee or contract representative must verify the initial locatemarks completed by MCI Operations. Do not trust locate results completed by others! The MCIor contract representative must locate the cable running line by making at least one pass in eachdirection. Locate results must then be compared with previous marks and the asbuilts.
· If the proposed work involves digging or excavating within 3 feet of the cable, the cable route will bemarked continually with orange paint and supplemented by marker flags placed every 10 ft. Theexcavation contractor must pothole (all potholes must be completed by hand digging or vacuumexcavation) a minimum of every 15 ft., then expose the entire length of the cable by hand digging orvacuum excavation.
· If the proposed work involves digging or excavating within 5 feet (but not closer than 3 feet) of thecable, the cable route will be marked continually with orange paint and supplemented by marker flagsplaced every 10ft. The excavation contractor must pothole the cable a minimum of every 15 ft.
· If the proposed work involves digging or excavating within 15 feet (but not closer than 5 feet) of thecable, the cable route will be marked continually with orange paint and supplemented by marker flagsplaced every 10 ft. The excavation contractor must pothole the cable a minimum of every 30 ft.
· The cable will also be potholed at any change in the running line of more than 1 ft. in any direction,anytime the accuracy of the electronic locate is questioned, or the marked running line does not matchthe as-builts.
6) Exposing Requirements.
· No mechanical excavation within 3 ft. of OSP facilities will be allowed unless the facilities have firstbeen properly located, potholed, positively identified, continuously exposed by hand digging orvacuum excavation, and the facilities are clearly visible.
· In addition, mechanical excavation within three feet of OSP facilities requires onsite prior approvalfrom MCI' s employee or contract representative.
7) Please refer to the latest edition of the MCI OSP Handbook for additional details . Know it and follow it.
Release 1.0
MCI Outside Plant Construction General Requirements
· All Federal, State and local safety regulations must be followed without exception.
· Personal protective equipment appropriate for the specific work site shall be used at alltimes. At a minimum, hard hat, safety shoes/steel toed boots and florescent orange orgreen work vest are required upon entering any MCI work site.
· Use of intoxicants, drugs, inhalants or any other substances that may impair alertness arestrictly prohibited.
· Contractors are NOT allowed to cut any cable. Cables scheduled for removal will be cutby MCI Operations personnel, and only after verification that all traffic has beenoff-loaded.
· Extreme caution must be used at all times when working on or near active cables. AnMCI employee or contract representative must approve and be present prior to andduring all cable handling activities.
· Tools and equipment specifically designed for the job at hand are required. USE THEPROPER TOOL FOR THE JOB.
· Conduit work involving active cables requires specialized tools specifically designed toaccess ducts with active cables.
· Protecting MCI facilities IS EXTREMELY important; however, SAFETY regardingyourself and others is the most important part of any project.
Signature:
Release 1.0
1707BOFD.001_SL_001_UG_R00
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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3
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
1707BOFD.001_SL_001_UG_R00
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PLACE BURIED CABLE MARKERS AND SIGNS/MWCOM
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PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING
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ATTACH CONDUIT TO WALL OR STRUCTURE
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REMOVE CONCRETE BURIED CABLE MARKER POST
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REMOVE BURIED CABLE MARKER POST/HARDWARE
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EXPOSE DIRECT BURIED CABLE AND RELOCATE
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ATTACH PULL/SPLICE BOX TO WALL OR STRUCTURE
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DETACH CONDUIT FROM WALL OR STRUCTURE
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DIRECTIONAL BORE
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630
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700
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WATER CROSSING SIGNS
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HANDHOLES/MANHOLES
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714
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712
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711
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710
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600
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500
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400
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300
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EMBEDMENT PLOW
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JETTING CONDUIT
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REMOVE POLE/PUSH BRACE
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PLACE POLE/PUSH BRACE
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REMOVE AERIAL CABLE
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RELASH AERIAL CABLE
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DELASH AERIAL CABLE
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RELOCATE AERIAL CABLE
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PLACE AERIAL CABLE
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REMOVE AND DISPOSE OF CABLE
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EXPOSE DIRECT BURIED CABLE
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527
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610
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620
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530
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535
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528
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520
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526
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525
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517
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516
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515
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DIRECT BURY CABLE
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REPOSITION ACTIVE CABLE SLACK
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REMOVE CABLE FROM CONDUIT
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PULL THROUGH DUCT (INNERDUCT)
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REMOVE AND RESTORE CURBING
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PULL CABLE
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510
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420
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411
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415
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410
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CORE BORE
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315
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330
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320
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310
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282
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PLACE HIGH DENSITY POLYETHYLENE (HDPE)
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REPLACE/SUBSTITUTE PRECAST MANHOLE
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EXPOSE AND REMOVE CONDUIT (ABANDONED)
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EXPOSE CONDUIT AND REPLACE/SUBSTITUTE
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CLARIFICATION NOTES (CONTINUED)
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200
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REMOVE AND RESTORE SIDEWALK
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REMOVE AND RESTORE CONCRETE
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REMOVE AND RESTORE ASPHALT
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CONSTRUCT WALL
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RELOCATE PRECAST MANHOLE
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REMOVE EXISTING MANHOLE
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PLACE MANHOLE
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EXCAVATE SPLICE PIT
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REPLACE/SUBSTITUTE HANDHOLE
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RELOCATE HANHOLE
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REMOVE EXISTING HANDHOLE
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PLACE HANDHOLE
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252
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280
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281
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270
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260
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256
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255
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250
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247
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244
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245
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240
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PLACE CONDUIT
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EXPOSE CONDUIT
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REMOVE CONCRETE CAP
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REMOVE CONCRETE ENCASEMENT
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CONCRETE ENCASE
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EXPOSE AND REMOVE CONDUIT
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EXPOSE CONDUIT AND RELOCATE
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SLURRY BACKFILL ADDER
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216
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219
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221
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222
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220
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218
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217
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ROCK ADDER
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215
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214
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213
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210
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212
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100
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JACK AND DRY BORE CONDUIT(S)
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110
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OPEN TRENCH
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640
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QUANTITY
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UNIT
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CLARIFICATION
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NUMBER AND ALPHA
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DESCRIPTION
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PROJECT CLARIFICATION SUMMARY
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NUMBER
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CLARIFICATION
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212
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200
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PLACE HIGH DENSITY POLYETHYLENE (HDPE)
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LF
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622'
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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4
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HINSDALE, IL
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212
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622'
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240
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2
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630
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582'
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640
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40'
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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240
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200
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PLACE HANDHOLE
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EA
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2'
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630
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600
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DIRECTIONAL BORE
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LF
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582'
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640
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600
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OPEN TRENCH
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LF
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40'
1707BOFD.001_SL_001_UG_R00
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TAX DISTRICT
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GUARDRAIL
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PROPERTY LINE
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TOE OF SLOPE
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TOP OF SLOPE
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FENCE LINE
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CITY, COUNTY OR STATE BOUNDARY LINE
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EDGE OF PAVEMENT
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SIDEWALK
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(SHOWN FOR HDPE)
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TO BE REMOVED OR ABANDONED
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DITCH LINE
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AERIAL UTILITY (ELECTRIC)
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UNDERGROUND UTILITY (TELEPHONE)
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RIGHT-OF-WAY
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AUXILLARY TRACKS
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MAIN TRACKS
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DIRECT BURIED HDPE
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STEEL CASING
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REMOVE CABLE
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CORE BORE
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DIRECTIONAL BORE
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(WIDTH AS INDICATED)
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REMOVE AND RESTORE ASPHALT OR CONCRETE
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FUTURE CABLE
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JACK AND BORE
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BSP/GSP OR SPLIT BSP/GSP CONDUIT
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PVC OR SPLIT PVC CONDUIT
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FOGWIRE CABLE
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AERIAL CABLE
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SUBMARINE CABLE
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BURIED CABLE
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TRENCHING
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SYMBOLS KEY
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SEWER LINE
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WATER LINE
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STORM DRAIN LINE
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ELECTRIC LINE
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GAS LINE
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F/L
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F/L
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F/L
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D/L
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H
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H
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H
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H
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48''
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FOGW
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SUBM
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EXISTING
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FOGW
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SUBM
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PROPOSED
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F/L
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F/L
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F/L
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D/L
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48''
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E
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E
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T
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T
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SS
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W
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SD
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E
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G
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SS
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W
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SD
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E
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G
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EXISTING
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PROPOSED
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CENTERLINE
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UNDERGROUND
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BUILDING
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EXISTING MCI
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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5
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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ACTIVE MCI
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CAUTION
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OPTIC CABLE
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BURIED FIBER
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CAUTION
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ACTIVE MCI
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OPTIC CABLE
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AERIAL FIBER
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P=
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PB
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PB
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PROPOSED
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OHG
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92' 10M
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P.T.F.
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(A)
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(C)
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STA.
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(B)
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STA.
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(D)
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MKR. #
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STA.
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(E)
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(A)
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(B)
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EXISTING
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92' 10M
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OHG
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P.T.F.
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(C)
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(D)
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(E)
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STA.
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MKR. #
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STA.
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MKR. #
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STA.
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MKR. #
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MKR. #
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STA.
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STA.
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STA.
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STA.
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MKR. #
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MKR. #
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MKR. #
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STA.
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MKR. #
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MKR. #
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STA.
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STA.
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STA.
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STA.
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STA.
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21
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21
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21
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187
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187
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42"
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42"
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42"
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42"
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P=
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30'-5-84
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30'-5-84
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TREES
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STREET LIGHT
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MANHOLE
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FIRE HYD
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STREET SIGN
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STRUCTURE BELOW GROUND
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STRUCTURE ABOVE GROUND
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TRAFFIC LIGHTS W/ EXTENDED ARM
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TRAFFIC LIGHT STUMP
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LAWN BASIN
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CATCH BASIN
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RAILROAD SIGNAL CONTROL BOX
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CAUTION NOTE
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GUY ONLY
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ROCK PROBE (DEPTH AS INDICATED)
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DASHED = NOT FOUND IN FIELD
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MILE POST MARKER
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FOREIGN ANCHOR AND GUY
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UTILITY COVER DEPTH
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TUBULAR MARKER, & ISOLATOR PROTECTOR-(E)
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TUBULAR MARKER-(D)
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FLAT MARKER-(C)
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ALUMINUM "HUB"-STYLE MARKER-(B)
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STEEL MARKER AND SIGN-(A)
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HANDHOLE, MANHOLE OR PULLBOX
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ANCHOR ONLY
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ACCOUNT CODE CHANGE (BURIED TO AERIAL)
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ANCHOR AND GUY
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PUSH BRACE (EXISTING POLE)
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OVERHEAD GUY (ARROW IN DIRECTION OF PULL)
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SIDEWALK ANCHOR AND GUY
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CULVERT
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PERMIT TRACKING FORM IDENTIFIER
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BRIDGE
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POLE
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NOTE:
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HH
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HH
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BORE PIT
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M
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M
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PEDESTAL
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P
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P
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TREE
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ID
1707BOFD.001_SL_001_UG_R00
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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6
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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4'' X 1.50'' X .25''
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NEOPRENE RUBBER
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INSIDE LOOKING OUT
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SIDE WALL VIEW
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DETAIL "D"
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(144 SQ. IN. TOTAL DRAINAGE)
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PLAN VIEW
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VAULT BOTTOM
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DETAIL "B"
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LOCK DOWN DEVICE
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DETAIL "A-1"
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FIBERGLASS VAULT
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CROSS SECTION
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LOCKING DEVICE
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SECTION A-A
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RIB
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25.25''
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EXCAVATION PIT
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DETAIL "C"
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MIN.
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(ONE SIDE ONLY)
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12''
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7' - 0''
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BACKFILL
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SUITABLE DIRT
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HANDHOLE
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5' - 0''
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6''
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40 PVC (BOTH ENDS)
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PLUG. BELL ENDS TO
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4.50'' BELL ENDS W/ PVC
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PLAN
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ACCOMODATE SCHED.
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4.75''
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5.625 ' '
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PVC, BSP/GSP
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BACKFILL
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SUITABLE DIRT
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CONDUIT (TYP.)
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OR HDPE
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CRUSHED STONE
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4.75''
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5' - 0''
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EXISTING GRADE
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(TYP)
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25''
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7''
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7''
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PROFILE
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2.50'' KNOCKOUT (BOTH ENDS)
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EMS MARKER
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2'' KNOCKOUT (BOTH ENDS)
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LIFTING BOLTS (TYP. 4 PLACES)
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30''
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6''
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29.50''
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6''
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EXPLODED ISOMETRIC DETAIL
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DETAIL "A"
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EMS MARKER
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1.625'' X 1'' X 33''
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UNISTRUT CHANNEL
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SEE DETAIL "A-4"
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THIS SHEET
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30''
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.375'' INSERT
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30''
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(ONE SIDE ONLY)
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3M CAT #1411
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THIS SHEET
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(3 REQUIRED)
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SUPPORT BEAM
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SEE DETAIL "A-1"
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DIRT SHIELD
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DEVICE AND
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LOCK DOWN
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SEE DETAIL "A-3"
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THIS SHEET
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SURFACE
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NON-SKID
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4'' X 2'' WITH CENTER PIN
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SEE DETAIL "A-2"
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3'' REINFORCED
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PLASTIC VAULT (FRP)
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FIBERGLASS REINFORCED
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1-800-624-9675
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MCI
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(CENTER ONLY)
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60''
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THIS SHEET
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LOCKING BEAM
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MANUFACTURER
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BONDED TO VAULT BY
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MORTAR FRAME (RPM)
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REINFORCED POLYMER
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COVER AND FRAME
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.50 IN.
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.75 IN.
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REINFORCED
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POLYMER MORTAR
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LIFTING SLOT
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20,000 LBS. LOADING WEIGHT
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POLYMER MORTAR (RPM) COVER FOR
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TWO PIECE REINFORCED
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A
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GALV) (2 REQ'D)
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RPM COVER
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ANCHOR (TYP.)
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.375'' LAG BOLT
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17''
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NOTE:
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7''
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7''
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.50'' OPENING (MAX)
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30''
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TYP.
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12''
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59.50''
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TYP.
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12''
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(TYP - 4 PL)
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6'' X 6'' DRAIN
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(TYP - 2 PL)
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FOR GROUND ROD
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1'' DIA HOLE
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VAULT
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FIBERGLASS
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(TYP. AT 6 PLACES)
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INSTALLATION
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SUPPORT BEAM
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DETAIL "A-4"
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RPM FRAME
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BEAM
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SUPPORT
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WITH NUT, AND WASHER
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.75'' X 1.25'' HEX BOLT
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OF 2-PIECE RPM COVER
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COVER HOLD DOWN BRACKET
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BRACKET (HOT DIPPED
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COVER HOLD DOWN
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P1000 UNISTRUT
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.375'' INSERT
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(TYP-4 PLACES)LS)
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DETAIL "A-3"
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.1875'' SCREW
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WASHER
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WITH FLAT
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A
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DOWN DEVICE
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ENGAGED LOCK
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DETAIL "A-2"
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NEOPRENE COVER
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(SELF CLEANING)
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STAINLESS END CAP
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CAPTURE NUT W/
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ACME THD. BOLT &
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.50'' STAINLESS STEEL
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VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL.
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BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12'' OF CRUSHED STONE (.75'' GRADE).
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SHORING WILL BE REQUIRED.
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ALL HANDHOLES SHALL BE PLACED BELOW EXISTING GRADE.
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THIS HANDHOLE IS OF FIBERGLASS MATERIAL, APROXIMATELY POUNDS IN WEIGHT. THE LIDS ARE POLYMER CONCRETE MATERIAL, EACH APPROXIMATELY POUNDS.
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1.
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2.
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3.
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4.
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5.
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LINEAR DISTANCE BETWEEN LAG BOLT ANCHORS MUST BE 25''.
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2.5' x 5' x 2.5' HANDHOLE DETAILS
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NOTES:
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
PROJECT:
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CLARIFICATION NO.
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QUANTITY
AutoCAD SHX Text
TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
OUTSIDE PLANT CONSTRUCTION
AutoCAD SHX Text
MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
ENGINEER:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
TO MP
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MP
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HORIZONTAL:
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VERTICAL:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
AutoCAD SHX Text
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
CRAN HUB:
AutoCAD SHX Text
PERMIT ID: 5638
AutoCAD SHX Text
VZB DOWNERS GROVE
AutoCAD SHX Text
2/8/2019
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NTS
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7
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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NO. 5X18" DOWEL ROD, 36" O.C. (FOR CONCRETE PAVEMENT ONLY)
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FULL DEPTH SAWCUT (TYP.)
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8" P.C. CONCRETE
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CONTROLLED LOW-STRENGTH MATERIAL, IDOT MIX 1 (FLOWABLE FILL)
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2" BIT. CONC. SURFACE
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NO. 5X18" DOWEL ROD, 36" O.C.
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FULL DEPTH SAWCUT (TYP.)
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10" P.C. CONCRETE
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CONTROLLED LOW-STRENGTH MATERIAL, IDOT MIX 1 (FLOWABLE FILL)
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FULL DEPTH SAWCUT (TYP.)
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2" P.C. CONCRETE
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3 MIL. PLASTIC SHEETING
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8" P.C. CONCRETE
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CONTROLLED LOW-STRENGTH MATERIAL, IDOT MIX 1 (FLOWABLE FILL)
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NO. 5X18" DOWEL ROD, 36" O.C. (FOR CONCRETE PAVEMENT ONLY)
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FOR PAVEMENT WITH AGGREGATE BASE AND BITUMINOUS SURFACE OR CONCRETE PAVEMENT WITH BITUMINOUS OVERLAY
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TYPICAL PAVEMENT RESTORATION FOR SERVICE CONNECTIONS AND UTLITY CROSSINGS
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FOR CONCRETE PAVEMENT
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FOR WINTER TEMPORARY
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CONTRACTOR MUST CALL FOR AN INSPECTION PRIOR TO PLACING THE FLOWABLE FILL AND PRIOR TO PLACING THE ASPHALT/CONCRETE
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1'
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1'
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1'
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1'
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1'
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1'
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VILLAGE OF HINSDALE STANDARD DETAIL FOR PAVEMENT PATCHING SHEET 4
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REV:
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DATE:
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FILE:
N. MADISON ST.
W. N
OR
TH
ST.
UPDATED TEMPLATE
0' 20'
1/2"0'
40'
1"
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HH
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M
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M
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DRIVEWAY
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DRIVEWAY
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1+00
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2+00
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3+00
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4+00
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0+00
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CONSTRUCTION NOTES
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
AutoCAD SHX Text
MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
AutoCAD SHX Text
1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
AutoCAD SHX Text
INITIAL
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SCALE
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CRAN HUB:
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PERMIT ID: 5638
AutoCAD SHX Text
VZB DOWNERS GROVE
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2/8/2019
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1":40'
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8
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HINSDALE, IL
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212
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398'
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240
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1
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630
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358'
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640
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40'
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LEDCOR GROUP
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J. ESQUIVEL
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1":40'
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16
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NORTH
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SEE SHEET
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MATCH SURVEY STA.
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9
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4+03
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SEE SHEET 6-7
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- ADDITIONAL NOTES
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- PUBLIC UTILITY NOTE
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- BORE DETAIL
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- TRENCH DETAIL
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- HANDHOLE DETAIL
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PLACE
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1-2" HDPE
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CODE 212
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398'
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1
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PL. 2.5' X 5' HANDHOLE
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2
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DIRECTIONAL BORE
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CODE 630
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358'
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3
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OPEN TRENCH
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CODE 640
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4
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40'
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EXISTING MCI NETWORK
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3
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PLACE 1-2.5'x5'x2.5' HH REMOVE AND RESTORE 36 SQ FT OF SOD TO EQUAL OR BETTER CONDITION
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ST: 0+44
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SEE NOTES
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EXISTING MCI NETWORK
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NOTES: 1. ALL MCI CONDUIT NETWORK SHOWN ARE EXISTING. ALL MCI CONDUIT NETWORK SHOWN ARE EXISTING. 2. ENGINEERING IS ONLY AWARE OF THE PATH. ENGINEERING IS ONLY AWARE OF THE PATH. RECORDS NOT AVAILABLE SHOWING HH LOCATION. DESIGN IS BASED WITH THE ASSUMPTION THAT THERE IS NO EXISTING HH AT THE LOCATION. 3. IF HH IS NOT AVAILABLE, EXPOSE AND Y-CAST IF HH IS NOT AVAILABLE, EXPOSE AND Y-CAST EXISITNG CONDUIT AS SHOWN. 4. EXTRA CARE SHALL BE EXERCISED AT ALL TIMES EXTRA CARE SHALL BE EXERCISED AT ALL TIMES AT THIS LOCATION.
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CODE 240
W. H
ICKO
RY S
T.
N. MADISON ST.
UPDATED TEMPLATE
0' 20'
1/2"0'
40'
1"
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M
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M
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M
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M
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DRIVEWAY
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HH
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4+00
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5+00
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6+00
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7+00
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DRIVEWAY
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SEE SHEET
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MATCH SURVEY STA.
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8
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4+03
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CONSTRUCTION NOTES
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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SCALE
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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1":40'
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9
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HINSDALE, IL
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212
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224'
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240
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1
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630
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224'
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LEDCOR GROUP
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J. ESQUIVEL
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1":40'
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16
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NORTH
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SEE SHEET 6-7
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- ADDITIONAL NOTES
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- PUBLIC UTILITY NOTE
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- BORE DETAIL
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- TRENCH DETAIL
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- HANDHOLE DETAIL
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PLACE
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1-2" HDPE
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CODE 212
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224'
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1
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PL. 2.5' X 5' HANDHOLE
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2
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DIRECTIONAL BORE
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CODE 630
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224'
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3
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3
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PLACE 1-2.5'x5'x2.5' HH REMOVE AND RESTORE 36 SQ FT OF SOD TO EQUAL OR BETTER CONDITION
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ST: 6+26
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POTHOLE
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POTHOLE
1707BOFD.001_SL_001_UG_R00
STANDARD 701901-07
TRAFFIC CONTROLDEVICES
CONE FORDAYTIME
REFLECTORIZED CONEFOR NIGHTTIME
TUBULAR MARKERVERTICAL PANEL
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATORBARRICADE
DRUM
VERTICAL BARRICADE
DETECTABLE PEDESTRIANCHANNELIZING BARRICADE
GENERAL NOTES
≥
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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10
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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*
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*
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*
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*
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*
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*
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*
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*
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*
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Orange
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18-36
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(450-900)
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28
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(700)
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4' (1.2 m)
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min.
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24 (600)
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min.
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36
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(900)
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18 (450)
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min.
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5' (1.5 m)
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min.
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4' (1.2 m)
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min.
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24
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(600)
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36
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(900)
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12
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(300)
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8
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(200)
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36
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(900)
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3 (75)
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min.
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8-12
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(200-300)
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POST MOUNTED
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4-6 (100-150)
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8-12
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(200-300)
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12
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(300)
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All heights shown shall be measured above the
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pavement surface.
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All dimensions are in inches (millimeters)
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unless otherwise shown.
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(Sheet 1 of 3)
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2 (50)
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max.
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4' (1.2 m)
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min.
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36 (900)
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min.
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8-12
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(200-300)
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Warning lights (if required)
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4
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(100)
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36 (900)
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min.
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8-12
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(200-300)
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4
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(100)
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24 (600)
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min.
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6
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(150)
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4
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(100)
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4
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(100)
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6
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(150)
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4
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(100)
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36 (900)
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min.
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8-12
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(200-300)
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4
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(100)
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4
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(100)
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24 (600)
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min.
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6
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(150)
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6
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(150)
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4
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(100)
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4-6 (100-150)
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4
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(100)
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4
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(100)
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6
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(150)
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6
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(150)
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Orange
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28-36
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(700-900)
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4
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(100)
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2
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(50)
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6
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(150)
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3 - 4
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(75 - 100)
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Orange
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28 - 36
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(700 - 900)
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Posted speed < 45 mph
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Posted speed 45 mph45 mph
1707BOFD.001_SL_001_UG_R00
STANDARD 701901-07
TRAFFIC CONTROLDEVICES
POST MOUNTED SIGNS
SIGNS ON TEMPORARY SUPPORTS
HIGH LEVEL WARNING DEVICE
WIDTH RESTRICTION SIGN
FLAGGER TRAFFIC CONTROL SIGN
HIGHWAY CONSTRUCTIONSPEED ZONE SIGNS
WORK LIMIT SIGNING
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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11
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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"
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'
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-
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M
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A
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X
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W
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I
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D
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T
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H
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X
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X
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X
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X
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X
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M
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I
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L
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E
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S
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A
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H
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E
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A
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D
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ROAD
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CONSTRUCTION
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NEXT X MILES
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END
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CONSTRUCTION
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SIGN
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(IF SPECIFIED)
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STOP
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SLOW
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END
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WORK ZONE
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SPEED LIMIT
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$XXX FINE
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MINIMUM
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SPEED
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LIMIT
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XX
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WORK
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ZONE
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PHOTO
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ENFORCED
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**
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Metal or
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wood post
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4' (1.2 m) rural
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6' (1.8 m) urban
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5' (1.5 m) min. rural
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7' (2.1 m) min. urban
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Elevation of edge
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of pavement
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Edge of pavement
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5' (1.5 m) min.
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embedment
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Edge of
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pavement
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or face
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of curb
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Elevation of edge
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of pavement
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12 (300)
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min. ***
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***
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18x18 (450x450)
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Orange flags
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This signing is required for all projects
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2 miles (3200 m) or more in length.
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ROAD CONSTRUCTION NEXT X MILES sign shall
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be placed 500' (150 m) in advance of pro-
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ject limits.
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END CONSTRUCTION sign shall be erected at
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the end of the job unless another job is
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within 2 miles (3200 m).
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Dual sign displays shall be utilized on multi-
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lane highways.
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6' - 12'
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(1.8 m - 3.6 m)
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When curb or paved shoulder are present
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this dimension shall be 24 (600) to the
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face of curb or 6' (1.8 m) to the outside
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edge of the paved shoulder.
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**
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8 (200) Federal series C
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1932
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(15)
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FRONT SIDE
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REVERSE SIDE
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20
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12
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(513)
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4
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(100)
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5
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(125)
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3
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12
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(90)
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24
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(600)
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5
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(125)
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7
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(175)
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16
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(400)
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7
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(175)
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5
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(125)
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24
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(600)
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24 - 10'
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(600 - 3 m)
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8' (2.4 m)
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min.
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7 (180) Federal series B
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1
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12
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(40)
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R.
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(Sheet 2 of 3)
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6' - 7'
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(1.8 m - 2.1 m)
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When work operations exceed
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four days, this dimension shall
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be 5' (1.5 m) min. If located
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behind other devices, the height
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shall be sufficient to be seen
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completely above the devices.
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W21-Ill5(0)-3618
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R2-1-3648
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R10-I108p-3618
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This sign shall be used when the
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above sign assembly is used.
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R2-I106p-3618
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Sign assembly as shown on Standards
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or as allowed by District Operations.
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G20-I104(0)-6036
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G20-I105(0)-6024
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****
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****
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R10-I108p shall only be used along roadways
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under the juristiction of the State.
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Warning light
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(if required)
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W12-I103-4848
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XX'-XX" width and X miles are variable.
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G20-I103-6036
1707BOFD.001_SL_001_UG_R00
A
A
STANDARD 701901-07
TRAFFIC CONTROLDEVICES
TYPE AROOF
MOUNTED
TYPE BROOF OR TRAILER
MOUNTED
TYPE CTRAILER
MOUNTED
ARROW BOARDSSECTION A-A
TEMPORARY RUMBLE STRIPS
PLAN
TYPICAL INSTALLATION
TYPICAL APPLICATIONS OFTYPE III BARRICADES CLOSING A ROAD
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PROJECT:
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CLARIFICATION NO.
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QUANTITY
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TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
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OUTSIDE PLANT CONSTRUCTION
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MCImetro ACCESS TRANSMISSION SERVICES CORP.
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DATE:
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ENGINEER:
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DRAWN BY:
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SCALE
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TO MP
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MP
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HORIZONTAL:
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VERTICAL:
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SHEET
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OF
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FILE:
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REVISIONS
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EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
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1707BOFD.001_SL_001_UG_R00
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DATE
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DESCRIPTION
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INITIAL
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CRAN HUB:
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PERMIT ID: 5638
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VZB DOWNERS GROVE
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2/8/2019
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NTS
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12
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HINSDALE, IL
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LEDCOR GROUP
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J. ESQUIVEL
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16
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NTS
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ROAD
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CLOSED
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ROAD CLOSED
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TO
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THRU TRAFFIC
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ROAD CLOSED
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TO
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THRU TRAFFIC
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4' (1.2 m)
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min.
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5' (1.5 m)
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min.
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24
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(600)
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min.
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6' (1.8 m)
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min.
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7' (2.1 m)
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min.
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30 (750)
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min.
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4' (1.2 m)
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min.
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7' (2.1 m)
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min.
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8' (2.4 m)
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min.
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3
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12
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(90) ±
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Weep holes
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Traffic
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25'
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(8 m)
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25'
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(8 m)
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25'
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(8 m)
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200
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(60 m) ±
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200
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(60 m) ±
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200
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(60 m) ±
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Construction
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advance
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warning signs
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Type A
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flasher
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6 (150)
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max.
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6 (150)
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max.
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Pavement
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R11-2
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6 (150)
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max.
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Edge of
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shoulder
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ROAD CLOSED TO ALL TRAFFIC
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Reflectorized striping may be omitted
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on the back side of the barricades.
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If a Type III barricade with an attached
AutoCAD SHX Text
sign panel which meets NCHRP 350 is not
AutoCAD SHX Text
available, the sign may be mounted on an
AutoCAD SHX Text
NCHRP 350 temporary sign support directly
AutoCAD SHX Text
in front of the barricade.
AutoCAD SHX Text
Face may be
AutoCAD SHX Text
stepped or smooth
AutoCAD SHX Text
Traffic
AutoCAD SHX Text
Epoxy channels
AutoCAD SHX Text
1
AutoCAD SHX Text
34
AutoCAD SHX Text
(45) ±
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
(90) ±
AutoCAD SHX Text
25'
AutoCAD SHX Text
(8 m)
AutoCAD SHX Text
5'
AutoCAD SHX Text
(1.5 m)
AutoCAD SHX Text
12 (300)
AutoCAD SHX Text
min.
AutoCAD SHX Text
12 (300)
AutoCAD SHX Text
min.
AutoCAD SHX Text
30' (9.1 m) min.
AutoCAD SHX Text
100' (30 m) max.
AutoCAD SHX Text
Type A
AutoCAD SHX Text
flasher
AutoCAD SHX Text
R11-4
AutoCAD SHX Text
Pavement
AutoCAD SHX Text
ROAD CLOSED TO THRU TRAFFIC
AutoCAD SHX Text
Reflectorized striping shall appear on
AutoCAD SHX Text
both sides of the barricades. If a
AutoCAD SHX Text
Type III barricade with an attached
AutoCAD SHX Text
sign panel which meets NCHRP 350 is
AutoCAD SHX Text
not available, the signs may be mounted
AutoCAD SHX Text
on NCHRP 350 temporary sign supports
AutoCAD SHX Text
directly in front of the barricade.
AutoCAD SHX Text
(Sheet 3 of 3)
AutoCAD SHX Text
12
AutoCAD SHX Text
(13) ±
AutoCAD SHX Text
24 (600) ±
STANDARD 701606-10
URBAN SINGLE LANE CLOSURE,MULTILANE, 2W WITHMOUNTABLE MEDIAN
SYMBOLS
GENERAL NOTES
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
RIGHT LANE
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
SIGN SPACING
AutoCAD SHX Text
Posted Speed
AutoCAD SHX Text
Sign Spacing
AutoCAD SHX Text
<45
AutoCAD SHX Text
500' (150 m)
AutoCAD SHX Text
350' (100 m)
AutoCAD SHX Text
200' (60 m)
AutoCAD SHX Text
English (Metric)
AutoCAD SHX Text
L=
AutoCAD SHX Text
WS²
AutoCAD SHX Text
60
AutoCAD SHX Text
L=
AutoCAD SHX Text
WS²
AutoCAD SHX Text
150
AutoCAD SHX Text
L=(W)(S)
AutoCAD SHX Text
L=0.65(W)(S)
AutoCAD SHX Text
Width of offset
AutoCAD SHX Text
in feet (meters).
AutoCAD SHX Text
Normal posted speed
AutoCAD SHX Text
mph (km/h).
AutoCAD SHX Text
FORMULAS
AutoCAD SHX Text
55
AutoCAD SHX Text
50-45
AutoCAD SHX Text
Arrow board
AutoCAD SHX Text
Cone, drum or barricade
AutoCAD SHX Text
Sign on portable or permanent support
AutoCAD SHX Text
Work area
AutoCAD SHX Text
Barricade or drum with flashing light
AutoCAD SHX Text
Flagger with traffic control sign.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
Type l or Type ll
AutoCAD SHX Text
barricades
AutoCAD SHX Text
W20-1(0)-48
AutoCAD SHX Text
For
AutoCAD SHX Text
maintenance
AutoCAD SHX Text
W20-I103(0)-48
AutoCAD SHX Text
For
AutoCAD SHX Text
construction
AutoCAD SHX Text
W21-1(0)-48
AutoCAD SHX Text
W20-5(0)-48
AutoCAD SHX Text
L
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
Or
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-7(O)-48
AutoCAD SHX Text
Refer to SIGN SPACING
AutoCAD SHX Text
TABLE for distances.
AutoCAD SHX Text
Required for speeds > 40 mph.
AutoCAD SHX Text
Use flagger sign only when flagger is
AutoCAD SHX Text
present.
AutoCAD SHX Text
Cones at 25' (8 m) centers for 250'
AutoCAD SHX Text
(75 m). Additional cones may be placed
AutoCAD SHX Text
at 50' (15 m) centers. When drums or
AutoCAD SHX Text
Type I or Type II barricades are used,
AutoCAD SHX Text
the interval between devices may
AutoCAD SHX Text
be doubled.
AutoCAD SHX Text
Cones, drums or barricades at
AutoCAD SHX Text
20' (6 m) centers in taper.
AutoCAD SHX Text
This Standard is used where at any time, day or
AutoCAD SHX Text
night, any vehicle, equipment, workers or their
AutoCAD SHX Text
activities encroach on the pavement requiring
AutoCAD SHX Text
the closure of one traffic lane in an
AutoCAD SHX Text
Urban area.
AutoCAD SHX Text
Calculate L as follows:
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text
40 mph (70 km/h)
AutoCAD SHX Text
or less:
AutoCAD SHX Text
45 mph (80 km/h)
AutoCAD SHX Text
or greater:
AutoCAD SHX Text
W =
AutoCAD SHX Text
S =
AutoCAD SHX Text
All dimensions are in inches (millimeters)
AutoCAD SHX Text
unless otherwise shown.
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CLARIFICATION NO.
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
OUTSIDE PLANT CONSTRUCTION
AutoCAD SHX Text
MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
ENGINEER:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
TO MP
AutoCAD SHX Text
MP
AutoCAD SHX Text
HORIZONTAL:
AutoCAD SHX Text
VERTICAL:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
AutoCAD SHX Text
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
CRAN HUB:
AutoCAD SHX Text
PERMIT ID: 5638
AutoCAD SHX Text
VZB DOWNERS GROVE
AutoCAD SHX Text
2/8/2019
AutoCAD SHX Text
NTS
AutoCAD SHX Text
13
AutoCAD SHX Text
HINSDALE, IL
AutoCAD SHX Text
LEDCOR GROUP
AutoCAD SHX Text
J. ESQUIVEL
AutoCAD SHX Text
16
AutoCAD SHX Text
NTS
STANDARD 701701-10
URBAN LANE CLOSURE,MULTILANE INTERSECTION
SHOULDEROPERATIONS
LEFT TURN LANE OR CENTERMEDIAN OPERATIONS
CORNER ISLANDOPERATIONS
GENERAL NOTES
SYMBOLS
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
TURN LANE
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
RIGHT LANE
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
English (Metric)
AutoCAD SHX Text
L=
AutoCAD SHX Text
WS²
AutoCAD SHX Text
60
AutoCAD SHX Text
L=
AutoCAD SHX Text
WS²
AutoCAD SHX Text
150
AutoCAD SHX Text
L=(W)(S)
AutoCAD SHX Text
L=0.65(W)(S)
AutoCAD SHX Text
Width of offset
AutoCAD SHX Text
in feet (meters).
AutoCAD SHX Text
Normal posted speed
AutoCAD SHX Text
mph (km/h).
AutoCAD SHX Text
FORMULAS
AutoCAD SHX Text
SIGN SPACING
AutoCAD SHX Text
Posted Speed
AutoCAD SHX Text
Sign Spacing
AutoCAD SHX Text
<45
AutoCAD SHX Text
500' (150 m)
AutoCAD SHX Text
350' (100 m)
AutoCAD SHX Text
200' (60 m)
AutoCAD SHX Text
55
AutoCAD SHX Text
50-45
AutoCAD SHX Text
This Standard is used where at any time, day or
AutoCAD SHX Text
night, any vehicle, equipment, workers or their
AutoCAD SHX Text
activities encroach on the pavement during
AutoCAD SHX Text
shoulder operations or where construction
AutoCAD SHX Text
requires lane closures in an urban area.
AutoCAD SHX Text
Calculate L as follows:
AutoCAD SHX Text
SPEED LIMIT
AutoCAD SHX Text
40 mph (70 km/h)
AutoCAD SHX Text
or less:
AutoCAD SHX Text
45 mph (80 km/h)
AutoCAD SHX Text
or greater:
AutoCAD SHX Text
W =
AutoCAD SHX Text
S =
AutoCAD SHX Text
All dimensions are in inches (millimeters)
AutoCAD SHX Text
unless otherwise shown.
AutoCAD SHX Text
Work area
AutoCAD SHX Text
Cone, drum or barricade
AutoCAD SHX Text
Sign on portable or permanent support
AutoCAD SHX Text
Arrow board
AutoCAD SHX Text
Barricade or drum with flashing light
AutoCAD SHX Text
Flagger with traffic control sign
AutoCAD SHX Text
W20-I103(0)-48
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-1(0)-48
AutoCAD SHX Text
W20-I106(0)-48
AutoCAD SHX Text
W21-1(0)-48
AutoCAD SHX Text
Or
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
W21-1(0)-48
AutoCAD SHX Text
Type I or
AutoCAD SHX Text
Type II barricade
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
W20-I103(0)-48
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-1(0)-48
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
Or
AutoCAD SHX Text
4
AutoCAD SHX Text
W21-1(0)-48
AutoCAD SHX Text
W20-5(0)-48
AutoCAD SHX Text
W20-I103(0)-48
AutoCAD SHX Text
for contract
AutoCAD SHX Text
construction
AutoCAD SHX Text
projects
AutoCAD SHX Text
W20-1(0)-48 for
AutoCAD SHX Text
maintenance
AutoCAD SHX Text
and utility
AutoCAD SHX Text
projects
AutoCAD SHX Text
Or
AutoCAD SHX Text
L
AutoCAD SHX Text
200'
AutoCAD SHX Text
(60 m)
AutoCAD SHX Text
7
AutoCAD SHX Text
W20-7(O)-48
AutoCAD SHX Text
W20-7(O)-48
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-7(O)-48
AutoCAD SHX Text
150'
AutoCAD SHX Text
(45 m)
AutoCAD SHX Text
5
AutoCAD SHX Text
Refer to SIGN SPACING TABLE
AutoCAD SHX Text
for distance.
AutoCAD SHX Text
Required for speed > 40 mph.
AutoCAD SHX Text
Cones at 25' (8 m) centers for 250'
AutoCAD SHX Text
(75 m). Additional cones may be placed
AutoCAD SHX Text
at 50' (15 m) centers. When drums or
AutoCAD SHX Text
Type I or Type II barricades are used,
AutoCAD SHX Text
the interval between devices may
AutoCAD SHX Text
be doubled.
AutoCAD SHX Text
Use flagger sign only when flagger is
AutoCAD SHX Text
present.
AutoCAD SHX Text
Omit this sign when median is less than
AutoCAD SHX Text
10' (3 m) or for bi-directional turn lanes.
AutoCAD SHX Text
Cones, drums or barricades at 20' (6 m)
AutoCAD SHX Text
centers in taper.
AutoCAD SHX Text
Advanced arrow board required for
AutoCAD SHX Text
speeds > 45 mph.
AutoCAD SHX Text
Three Type II barricades, drums or
AutoCAD SHX Text
vertical barricades at 50' (15 m) centers.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CLARIFICATION NO.
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
OUTSIDE PLANT CONSTRUCTION
AutoCAD SHX Text
MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
ENGINEER:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
TO MP
AutoCAD SHX Text
MP
AutoCAD SHX Text
HORIZONTAL:
AutoCAD SHX Text
VERTICAL:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
AutoCAD SHX Text
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
CRAN HUB:
AutoCAD SHX Text
PERMIT ID: 5638
AutoCAD SHX Text
VZB DOWNERS GROVE
AutoCAD SHX Text
2/8/2019
AutoCAD SHX Text
NTS
AutoCAD SHX Text
14
AutoCAD SHX Text
HINSDALE, IL
AutoCAD SHX Text
LEDCOR GROUP
AutoCAD SHX Text
J. ESQUIVEL
AutoCAD SHX Text
16
AutoCAD SHX Text
NTS
1707BOFD.001_SL_001_UG_R00
STANDARD 701801-06
SIDEWALK, CORNER ORCROSSWALK CLOSURE
SIDEWALK DIVERSION
SIDEWALK CLOSURE
GENERAL NOTES
SYMBOLS
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CLARIFICATION NO.
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
OUTSIDE PLANT CONSTRUCTION
AutoCAD SHX Text
MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
ENGINEER:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
TO MP
AutoCAD SHX Text
MP
AutoCAD SHX Text
HORIZONTAL:
AutoCAD SHX Text
VERTICAL:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
AutoCAD SHX Text
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
CRAN HUB:
AutoCAD SHX Text
PERMIT ID: 5638
AutoCAD SHX Text
VZB DOWNERS GROVE
AutoCAD SHX Text
2/8/2019
AutoCAD SHX Text
NTS
AutoCAD SHX Text
15
AutoCAD SHX Text
HINSDALE, IL
AutoCAD SHX Text
LEDCOR GROUP
AutoCAD SHX Text
J. ESQUIVEL
AutoCAD SHX Text
16
AutoCAD SHX Text
NTS
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
W20-I103(0)-48 for
AutoCAD SHX Text
contract
AutoCAD SHX Text
construction
AutoCAD SHX Text
projects
AutoCAD SHX Text
W20-1(0)-48 for
AutoCAD SHX Text
maintenance
AutoCAD SHX Text
and utility
AutoCAD SHX Text
projects
AutoCAD SHX Text
Or
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-I103(0)-48 for
AutoCAD SHX Text
contract
AutoCAD SHX Text
construction
AutoCAD SHX Text
projects
AutoCAD SHX Text
W20-1(0)-48 for
AutoCAD SHX Text
maintenance
AutoCAD SHX Text
and utility
AutoCAD SHX Text
projects
AutoCAD SHX Text
R11-I101-2418
AutoCAD SHX Text
Omit whenever duplicated by
AutoCAD SHX Text
road work traffic control.
AutoCAD SHX Text
10' (3 m) Spacing
AutoCAD SHX Text
25' (8 m) Spacing
AutoCAD SHX Text
Work area
AutoCAD SHX Text
Sign on portable or
AutoCAD SHX Text
permanent support
AutoCAD SHX Text
Barricade or drum
AutoCAD SHX Text
Cone, drum or
AutoCAD SHX Text
barricade
AutoCAD SHX Text
Type lll barricade
AutoCAD SHX Text
(Sheet 1 of 2)
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
R11-I102-2430
AutoCAD SHX Text
R11-I102-2430
AutoCAD SHX Text
1
AutoCAD SHX Text
This Standard is used where, at any time, pedestrian
AutoCAD SHX Text
traffic must be rerouted due to work being
AutoCAD SHX Text
performed.
AutoCAD SHX Text
This Standard must be used in conjunction with
AutoCAD SHX Text
other Traffic Control & Protection Standards when
AutoCAD SHX Text
roadway traffic is affected.
AutoCAD SHX Text
Temporary facilities shall be detectable and
AutoCAD SHX Text
accessible.
AutoCAD SHX Text
The temporary pedestrian facilities shall be
AutoCAD SHX Text
provided on the same side of the closed facilities
AutoCAD SHX Text
whenever possible.
AutoCAD SHX Text
The SIDEWALK CLOSED / USE OTHER SIDE sign shall be
AutoCAD SHX Text
placed at the nearest crosswalk or intersection
AutoCAD SHX Text
to each end of the closure. Where the closure
AutoCAD SHX Text
occurs at a corner, the signs shall be erected on
AutoCAD SHX Text
the corners across the street from the closure.
AutoCAD SHX Text
The SIDEWALK CLOSED signs shall be used at the
AutoCAD SHX Text
ends of the actual closures.
AutoCAD SHX Text
Type lll barricades and R11-2-4830 signs shall be
AutoCAD SHX Text
positioned as shown in "ROAD CLOSED TO ALL TRAFFIC"
AutoCAD SHX Text
detail on Standard 701901.
AutoCAD SHX Text
All dimensions are in inches (millimeters)
AutoCAD SHX Text
unless otherwise shown.
AutoCAD SHX Text
4' min.
AutoCAD SHX Text
(1.2 m)
AutoCAD SHX Text
Parking space,
AutoCAD SHX Text
typical
AutoCAD SHX Text
Detectable pedestrian
AutoCAD SHX Text
channelizing barricade
1707BOFD.001_SL_001_UG_R00
STANDARD 701801-06
SIDEWALK, CORNER ORCROSSWALK CLOSURE
CORNER CLOSURE
CROSSWALK CLOSURE
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
CLARIFICATION NO.
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
TITLE: 1707BOFD.001_SL_001_UG_R001707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
OUTSIDE PLANT CONSTRUCTION
AutoCAD SHX Text
MCImetro ACCESS TRANSMISSION SERVICES CORP.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
ENGINEER:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
TO MP
AutoCAD SHX Text
MP
AutoCAD SHX Text
HORIZONTAL:
AutoCAD SHX Text
VERTICAL:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PURPOSE WITHOUT SPECIFIC WRITTEN PERMISSION.
AutoCAD SHX Text
1707BOFD.001_SL_001_UG_R00
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
CRAN HUB:
AutoCAD SHX Text
PERMIT ID: 5638
AutoCAD SHX Text
VZB DOWNERS GROVE
AutoCAD SHX Text
2/8/2019
AutoCAD SHX Text
NTS
AutoCAD SHX Text
16
AutoCAD SHX Text
HINSDALE, IL
AutoCAD SHX Text
LEDCOR GROUP
AutoCAD SHX Text
J. ESQUIVEL
AutoCAD SHX Text
16
AutoCAD SHX Text
NTS
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
WORK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
USE OTHER
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
CLOSED
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-I103(0)-48 for
AutoCAD SHX Text
contract
AutoCAD SHX Text
construction
AutoCAD SHX Text
projects
AutoCAD SHX Text
W20-1(0)-48 for
AutoCAD SHX Text
maintenance
AutoCAD SHX Text
and utility
AutoCAD SHX Text
projects
AutoCAD SHX Text
Or
AutoCAD SHX Text
W20-I103(0)-48 for
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contract
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construction
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projects
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W20-1(0)-48 for
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maintenance
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and utility
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projects
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R11-I101-2418
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R11-I101-2418
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10' (3 m)
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Spacing
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R3-1-2424
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(Sheet 2 of 2)
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1
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1
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R11-I102-2430
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R11-I102-2430
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R11-I102-2430
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1
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1
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1
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R3-2-2424
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R20-3(O)-48
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1
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1
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R11-I102-2430
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R11-I102-2430