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<br />ALL STATES REQUIRE NOTIFICATION OF
<br />EXCAVATORS, DESIGNERS, OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
<br />SITE NAME:
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
<br />I AM RESPONSIBLE FOR DETERMINING THAT THE ARCHITECTURALDESIGN INCLUDED IN THIS APPLICATION ARE IN COMPLIANCE WITHALL LAWS AND REGULATIONS OF THE DISTRICT OF COLUMBIA. I HAVEPERSONALLY PREPARED, OR DIRECTLY SUPERVISED THE DEVELOPMENTOF THE ENGINEERING DESIGNS INCLUDED IN THIS APPLICATION.
<br />SCALE :
<br />Know what'sbelow.
<br />before you dig.Call
<br />R
<br />SHEET TITLE :
<br />DRAWN
<br />BY
<br />PROTECT YOURSELF
<br />IT IS A VIOLATION OF LAW FOR ANY PERSON,
<br />UNLESS THEY ARE ACTING UNDER THE DIRECTION
<br />OF THE RESPONSIBLE LICENSED PROFESSIONAL
<br />ENGINEER, TO ALTER THIS DOCUMENT.
<br />SHEET NUMBER :
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<br />REV DATE DESCRIPTION CHECKED
<br />BY
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:
<br />WWW.CALL811.COM
<br />JOB NUMBER :
<br />Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the
<br />information contained herein is authorized for use only by the party for whom the services were
<br />contracted or to whom it is certified. This drawing may not be copied, reused, disclosed,
<br />distributed or relied upon for any other purpose without the express written consent of Colliers
<br />Engineering & Design.
<br />www.colliersengineering.com
<br />C O N S U L T I N G
<br />Engineering
<br />& Design
<br />Engineering
<br />& Design
<br />Phone:
<br />CRAZY HORSE
<br />123963
<br />AS SHOWN
<br />0
<br />..
<br />..
<br />LOS ANGELES
<br />865 South Figueroa Street
<br />Suite 3500
<br />Los Angeles, CA 90017
<br />213.627.1214
<br />COLLIERS ENGINEERING & DESIGN, INC.
<br />DOING BUSINESS AS MASER CONSULTING
<br />21926980A
<br />.
<br />..
<br />...
<br />2191 S. RITCHEY STREET
<br />SANTA ANA, CA 92705
<br />ORANGE COUNTY
<br />ISSUED FOR
<br />CONSTRUCTION PD
<br />.
<br />.
<br />...
<br />......
<br />01/06/22 ILR
<br />...
<br />..
<br />.........
<br />_____________________________
<br />Doing Business as
<br />
<br />SGN-1
<br />MODIFICATION NOTES
<br />PROJECT NOTES
<br />1.SEE MODIFICATION NOTES
<br />2.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES,
<br />ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY
<br />COMPANIES OR OTHER PUBLIC/GOVERNING AUTHORITIES.
<br />3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS
<br />AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE,
<br />COUNTY OR MUNICIPAL AUTHORITIES.
<br />4.THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN
<br />WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE
<br />SUBMISSION OF BIDS OR PERFORMANCE OF WORK.
<br />5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
<br />SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE
<br />CONTRACTOR SHALL REPAIR ANY DAMAGE AS A RESULT OF
<br />CONSTRUCTION OF THIS FACILITY AT THE CONTRACTOR'S EXPENSE TO THE
<br />SATISFACTION OF THE OWNER.
<br />6.THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL
<br />MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT.
<br />ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />7.THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING
<br />THE BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN
<br />ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CONSTRUCTION
<br />DRAWINGS.
<br />8.THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND
<br />CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF
<br />EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS MUST BE VERIFIED.
<br />THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY
<br />DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH
<br />CONSTRUCTION.
<br />9.SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE
<br />TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC
<br />RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING
<br />ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL
<br />RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY
<br />POTENTIALLY DANGEROUS EXPOSURE LEVELS.
<br />10.NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY AS TO
<br />CAUSE A NUISANCE.
<br />11.THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (NO
<br />HANDICAP ACCESS IS REQUIRED).
<br />GENERAL NOTES
<br />1.THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
<br />GOVERNING PROVISIONS OF THE TELECOMMUNICATIONS INDUSTRY
<br />STANDARD TIA-222-H. MATERIALS AND SERVICES PROVIDED BY THE
<br />CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES.
<br />2.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT
<br />DAMAGE TO EXISTING STRUCTURES. ANY DAMAGE TO EXISTING
<br />STRUCTURES AS A RESULT OF THE CONTRACTOR'S WORK OR FROM
<br />DAMAGE DUE TO OTHER CAUSES SHALL BE REPAIRED AT THE
<br />CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
<br />3.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
<br />BEFORE BEGINNING WORK, ORDERING MATERIAL, AND PREPARING OF SHOP
<br />DRAWINGS. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE
<br />CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE
<br />ATTENTION OF THE ENGINEER. IF THE CONTRACTOR DISCOVERS ANY
<br />EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS,
<br />OR ANY CONDITIONS THAT WOULD INTERFERE WITH THE INSTALLATION
<br />OF THE MODIFICATIONS, NOTIFY THE ENGINEER IMMEDIATELY.
<br />4.IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED ON
<br />THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN
<br />WITH TOWER CONSTRUCTION EXPERIENCE.
<br />5.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE
<br />SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS,
<br />TECHNIQUES, SEQUENCES, AND PROCEDURES.
<br />6.ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED
<br />TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS
<br />SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE
<br />FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET
<br />ANSI/TIA-322 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY
<br />STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-322 (LATEST
<br />EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED
<br />ENGINEER FOR CLASS IV CONSTRUCTION.
<br />7.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING,
<br />AND SUPERVISING ALL SAFETY PROGRAMS IN ACCORDANCE WITH
<br />APPLICABLE SAFETY CODES.
<br />8.WORK SHALL ONLY BE PERFORMED DURING CALM DRY DAYS (WINDS LESS
<br />THAN 30-MPH). THE STRUCTURE SHOWN ON THE DRAWINGS IS
<br />STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRENGTH AND STABILITY
<br />OF THE STRUCTURE DURING ERECTION. CONTRACTOR SHALL PROVIDE
<br />TEMPORARY SUPPORT, SHORING, BRACING AND ANY OTHER STRUCTURAL
<br />SYSTEMS AS REQUIRED TO RESIST ALL FORCES THAT MAY OCCUR DURING
<br />HANDLING AND ERECTION UNTIL THE STRUCTURE IS FULLY COMPLETED.
<br />TEMPORARY SUPPORTS, BRACING AND OTHER STRUCTURAL SYSTEMS
<br />REQUIRED DURING CONSTRUCTION SHALL REMAIN THE CONTRACTOR'S
<br />PROPERTY AFTER THEIR USE.
<br />9.ALL INSTALLATIONS PERFORMED ON THIS STRUCTURE SHALL BE COMPLETED
<br />IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF THE STANDARD
<br />FOR INSTALLATION, ALTERATION AND MAINTENANCE OF ANTENNA
<br />SUPPORTING STRUCTURES AND ANTENNAS, ANSI/TIA-322.
<br />10.CONTRACTOR SHALL SECURE SITE BACK TO EXISTING CONDITION UNDER
<br />SUPERVISION OF OWNER. ALL FENCE, STONE, GEOFABRIC, GROUNDING,
<br />AND SURROUNDING GRADE SHALL BE REPLACED AND REPAIRED AS
<br />REQUIRED TO ACHIEVE OWNER APPROVAL. POSITIVE DRAINAGE AWAY
<br />FROM TOWER SITE SHALL BE MAINTAINED.
<br />11.CONNECTIONS BETWEEN ITEMS SUPPORTED BY THE STRUCTURE AND THE
<br />STRUCTURE NOT SPECIFICALLY DETAILED IN THE CONTRACT DOCUMENTS
<br />ARE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH CONNECTIONS
<br />SHALL BE DESIGNED, COORDINATED AND INSPECTED BY A PROFESSIONAL
<br />STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. SUBMIT
<br />SIGNED AND SEALED CALCULATIONS DURING SHOP DRAWING REVIEW.
<br />12. DO NOT SCALE DRAWINGS.
<br />13. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE.
<br />14.ALL MATERIAL UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY
<br />DEFECTS. ANY MATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO
<br />ALTERED SIZE AND/OR STRENGTHS, MUST BE APPROVED BY THE OWNER
<br />AND ENGINEER IN WRITING.
<br />15.THE MOUNT UNDER NO CIRCUMSTANCES SHOULD BE USED AS A TIE OFF
<br />POINT.
<br />STRUCTURAL STEEL
<br />1.DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL
<br />SHALL CONFORM TO THE FOLLOWING PUBLICATIONS EXCEPT AS
<br />SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS.
<br />a.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF
<br />STEEL CONSTRUCTION (15TH EDITION)
<br />b.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
<br />BOLTS
<br />c.AISC CODE OF STANDARD PRACTICE
<br />2.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS
<br />OTHERWISE SHOWN:
<br />CHANNELS, ANGLES, PLATES, ETC.ASTM A36 (GR 36)
<br />STEEL PIPE ASTM A53 (GR 35)
<br />BOLTS ASTM A325
<br />NUTS ASTM A563
<br />LOCK WASHERS LOCKING STRUCTURAL GRADE
<br />3.ALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE APPROVED
<br />IN WRITING BY THE ENGINEER. CONTRACTOR SHALL PROVIDE
<br />DOCUMENTATION TO ENGINEER FOR VERIFYING THE SUBSTITUTE IS
<br />SUITABLE FOR USE AND MEETS ORIGINAL DESIGN CRITERIA. DIFFERENCES
<br />FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND
<br />REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED
<br />WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS AND COSTS TO
<br />SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR
<br />SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATIONS
<br />TO THE ENGINEER AS REQUESTED.
<br />4.PROVIDE STRUCTURAL STEEL SHOP DRAWINGS TO ENGINEER FOR
<br />APPROVAL PRIOR TO FABRICATION.
<br />a.SUBMIT SHOP DRAWINGS TO
<br />ASHLEY.SUSTEK@COLLIERSENGINEERING.COM
<br />b.PROVIDE MASER CONSULTING PROJECT # AND MASER CONSULTING
<br />PROJECT ENGINEER CONTACT IN THE BODY OF THE EMAIL.
<br />5.DRILL NO HOLES IN ANY NEW OR EXISTING STRUCTURAL STEEL MEMBERS
<br />OTHER THAN THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT THE
<br />APPROVAL OF THE ENGINEER OF RECORD.
<br />6.GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED.
<br />7.ALL NEW STEEL SHALL BE HOT BE DIPPED GALVANIZED FOR FULL WEATHER
<br />PROTECTION. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH
<br />EXISTING STEEL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO
<br />PROTECT STEEL BY ANY OTHER MEANS.
<br />8.CONTRACTOR SHALL PROTECT CUT ENDS OF ALL FIELD-CUT STEEL WITH
<br />TWO (2) COATS OF COLD GALVANIZATION (ZINGA OR ZINC COTE).
<br />9.ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS
<br />DRAWING REQUIRE LOCKING DEVICES TO BE INSTALLED IN ACCORDANCE
<br />WITH TIA-222-H SECTION 4.9.2 REQUIREMENTS.
<br />10.WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS,
<br />FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES
<br />WHERE SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS.
<br />11.FOR MEMBERS BEING REPLACED, PROVIDE NEW BOLTS AND MATCH EXISTING
<br />SIZE AND GRADE. MAINTAIN AISC REQUIREMENTS FOR MINIMUM BOLT
<br />DISTANCE AND SPACING.
<br />12.ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH
<br />SUCH THAT THE END OF THE BOLT IS AT LEAST FLUSH WITH THE FACE OF
<br />THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE
<br />OF THE NUT AFTER TIGHTENING IS COMPLETED.
<br />13.GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED.
<br />14.ALL EXISTING PAINTED/GALVANIZED SURFACES DAMAGED DURING REHAB
<br />INCLUDING AREAS UNDER STIFFENER PLATES SHALL BE WIRE BRUSHED
<br />CLEAN, REPAIRED BY COLD GALVANIZING (ZINGA OR ZINC COTE), AND
<br />REPAINTED TO MATCH THE EXISTING FINISH (IF APPLICABLE).
<br />15.ALL HOLES IN STEEL MEMBERS SHALL BE SIZED 1/16” LARGER THAN THE BOLT
<br />DIAMETER. STANDARD HOLES SHALL BE USED UNLESS NOTED OTHERWISE.
<br />WELDING NOTES
<br />1.ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.0 (LATEST
<br />EDITION). THIS SHALL INCLUDE A CERTIFIED WELD INSPECTION (CWI) FOR
<br />ACCEPTANCE OR REJECTION OF ALL WELDING OPERATIONS, PRE, DURING,
<br />AND POST INSTALLATION, USING THE ACCEPTANCE CRITERIA OF AWS D1.1.
<br />2.CONTRACTOR IS RESPONSIBLE FOR COMMISSIONING A THIRD PARTY
<br />CERTIFIED WELD INSPECTOR (CWI) THROUGHOUT THE ENTIRETY OF THE
<br />PROJECT. A PASSING CWI REPORT SHALL BE PROVIDED TO THE ENGINEER
<br />UPON COMPLETION OF THE PROJECT.
<br />3.THE CERTIFIED WELD INSPECTOR SHALL INDICATE, IN A WRITTEN CWI
<br />REPORT, THAT ALL WELDING OPERATIONS PRE, DURING, AND POST
<br />INSTALLATION WERE CONDUCTED IN ACCORDANCE WITH AWS D1.1 WITH
<br />PHOTOGRAPHS AND DOCUMENTATION SUPPORTING THE ACCEPTANCE OR
<br />REJECTION OF ALL WELDING. ALL CWI WELD INSPECTION
<br />DOCUMENTATION AND PHOTOS SHALL BE SUBMITTED DURING THE PMI.
<br />4.IN CASES WHERE A WELD IS SPECIFIED BETWEEN TWO MEMBERS IN WHICH
<br />THERE IS A GAP IN BETWEEN, THE WELD IS TO BE BUILT-UP SUCH THAT THE
<br />SIZE OF WELD ON THE MEMBER IS EQUAL TO THAT SHOWN IN THE
<br />DRAWINGS.
<br />5.OXY FUEL GAS WELDING OR BRAZING IS STRICTLY PROHIBITED.
<br />SPECIFICALLY, NO TORCH CUTTING IS PERMITTED ON SITE. ALL HOLES SHALL
<br />BE CUT WITH A GRINDER.
<br />6.CONTRACTOR SHALL EXERCISE CAUTION WHEN WELDING A GALVANIZED
<br />SURFACE.
<br />7.CONTRACTOR SHALL HAVE A FIRE PROTECTION PLAN IN PLACE THAT
<br />CONFORMS WITH ALL OSHA, ANSI/ASSP A10.48, ANSI Z49.1, AND LOCAL
<br />JURISDICTIONAL REQUIREMENTS.
<br />EDGE SPACING
<br />GA
<br />G
<br />E
<br />LIMIT OF ALLOWABLE COPE
<br />WITHOUT PRIOR EOR APPROVAL
<br />GAGE
<br />ALLOWABLE COPING
<br />30
<br />°
<br />WORKABLE GAGES (IN.)
<br />LEG GAGE
<br />4 2 1/2
<br />3 1/2 2
<br />3 1 3/4
<br />2 1/2 1 3/8
<br />2 1 1/8
<br />BOLT SCHEDULE (IN.)
<br />BOLT
<br />DIAMETER
<br />STANDARD
<br />HOLE
<br />SHORT
<br />SLOT
<br />MIN. EDGE
<br />DISTANCE SPACING
<br />1/2 9/16 9/16 x 11/16 7/8 1 1/2
<br />5/8 11/16 11/16 x 7/8 1 1/8 1 7/8
<br />3/4 13/16 13/16 x 1 1 1/4 2 1/4
<br />7/8 15/16 15/16 x 1 1/8 1 1/2 2 5/8
<br />1 1 1/16 1 1/16 x 1 5/16 1 3/4 3
<br />TYP. BOLT ASSEMBLY
<br />BOLT
<br />NUT
<br />LOCK
<br />WASHER NOTES:
<br />1.ALL DIMENSIONS REPRESENTED IN THE
<br />ABOVE TABLES ARE AISC MINIMUM
<br />REQUIREMENTS. CONTRACTOR SHALL
<br />VERIFY EXISTING CONDITIONS IN FIELD
<br />AND NOTIFY ENGINEER IF DISTANCES
<br />ARE LESS THAN THOSE PROVIDED.
<br />2.THE DIMENSIONS PROVIDED ARE
<br />MINIMUM REQUIREMENTS. ACTUAL
<br />DIMENSIONS OF PROPOSED MEMBERS
<br />WITHIN THESE DRAWINGS MAY VARY
<br />FROM THE AISC MINIMUM
<br />REQUIREMENTS.
<br />3.SHORT SLOT HOLES SHALL ONLY BE
<br />USED WHEN DEPICTED IN THE
<br />DRAWINGS
<br />4.MATCH EXISTING GAGES WHEN
<br />APPLICABLE, UNLESS MINIMUM EDGE
<br />DISTANCES ARE COMPROMISED.
<br />2210 3%4 S Ritchey St #
<br />WCC018/5/2024
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