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HomeMy WebLinkAboutAPPROVED PLANS - 23-00033 - 110 S 12th St - Cell TowerAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : 110 S 12th St - Cell Tower Address : 110 S 12th W Record Type : Cell Tower Document Filename : TAEC-ID6 Erickson_5G L-Sub6_CDs_RevB_FINAL_24x36.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00033 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments T100 Stamp Cody Jones : Building Open 1 Approved - Building Inspector RF2 Rectangle Cody Jones : Building Open 7 Cell Tower Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) TITLE SHEET VICINITY MAP GENERAL INFORMATION T100 -- SITE MODIFICATION -- SITE R E V REV DATE CONTRACTOR PMI REQUIREMENTS VZ APPROVED SMART KIT VENDORS REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VZ SMART KIT APPROVED VENDORS BATTERY UPGRADE DATA ID6 ERICKSON - ALT 1 PROJECT ID: 16932340 PS LOCATION CODE: 273696 110 SOUTH 12TH ST. REXBURG, ID 83460 5G L-SUB6 - CARRIER ADD -- SITE MODIFICATION -- C100 EXISTING EQUIPMENT LAYOUT -- SITE MODIFICATION -- C101 ANTENNA/COAX/RRH KEY, ANTENNA PLANS SECTOR ANTENNA KEY STATUS AZIMUTH QTY.MFG. MODEL SERVICE RAD CENTERPOSITION COAX KEY STATUS DIELECTRICQTY.DIAMETER RUNTYPE RRH KEY STATUS MODELQTY.MFG. 1 2 3 A1 SECTOR A2 0° 45° 90° 135° 180° 315° 270° 225° C1 C2 C3 A1 A2 A3 0° 45° 90° 135° 180° 315° 270° 225° B1B2 B3 A3 B1 B2 B3 C1 C2 C3 C200 SITE ELEVATIONS -- SITE MODIFICATION -- NOTE: 1. GENERAL CONTRACTOR TO VERIFY LATEST RF DATA SHEET AND PLUMBING / WIRING DIAGRAMS, PRIOR TO INSTALLATION. 1 2 SP1 SITE PICTURES -- SITE MODIFICATION -- RF1 ANTENNA AND RRH PLUMBING DIAGRAM -- SITE MODIFICATION -- RF2 INSTRUCTION PAGES RECOMMENDATIONS AND SPECIAL -- SITE MODIFICATION -- 1 2 I.D. C.O.A. #: 4154 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. SCALE : SHEET TITLE : DRAWNBY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \A c P u b l i s h _ 2 1 5 5 6 \ T e m p l a t e . M o u n t M O D . d w g \ S T - 1 B y : D A V I D . A N U K A REV DATE DESCRIPTION CHECKEDBY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com Phone: ERICKSON - ALT 1 273696 AS SHOWN 0 .. MT. LAUREL 2000 Midlantic Drive,Suite 100Mt. Laurel, NJ 08054856.797.0412 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 22995453A . .. 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY ISSUED FOR CONSTRUCTION DA . . .. . 10/20/22 JPL .. . .. _____________________________ Doing Business as COLLIERS ENGINEERING & DESIGN, INC. COPYRIGHT © COLLIERS ENGINEERING & DESIGN ALL RIGHTS RESERVED THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF COLLIERS ENGINEERING & DESIGN. MOUNT MODIFICATION DRAWINGS EXISTING 12.50' PLATFORM TITLE SHEET ST-1 2022 TOWER OWNER: VERIZON WIRELESS TOWER OWNER SITE NUMBER: ID6 ERICKSON CARRIER SITE NAME: ERICKSON - ALT 1 CARRIER SITE NUMBER: 273696 FUZE ID: 16932340 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY LATITUDE: 43.82345416° N LONGITUDE: 111.8207283° W CONTRACTOR PMI REQUIREMENTS PMI LOCATION: HTTPS://PMI.VZWSMART.COM SMART TOOL PROJECT #: 10172561 VZW LOCATION CODE (PSLC): 273696 ANALYSIS DATE: 10/20/2022 PMI REQUIREMENTS EMBEDDED WITHIN MOUNT MODIFICATION REPORT DESIGN CRITERIA WIND LOADS BASIC WIND SPEED (3 SECOND GUST), V = 105 MPH EXPOSURE CATEGORY C TOPOGRAPHIC CONSIDERED NO MEAN BASE ELEVATION (AMSL) = 4853.33' ICE LOADS ICE WIND SPEED (3 SECOND GUST), V = 50 MPH ICE THICKNESS = 0.25 IN SEISMIC LOADS SEISMIC DESIGN CATEGORY D SHORT TERM MCER GROUND MOTION, SS = .358 LONG TERM MCER GROUND MOTION, S1 = .140 SHEET INDEX SHEET DESCRIPTION ST-1 TITLE SHEET SBOM-1 BILL OF MATERIALS SGN-1 GENERAL NOTES SCF-1 SS-1 MODIFICATION DETAILS SS-2 CLIMBING FACILITY DETAIL MOUNT PHOTOS SPECIFICATION SHEETS PROJECT INFORMATION APPLICANT/LESSEE COMPANY: VERIZON WIRELESS CLIENT REPRESENTATIVE COMPANY: VERIZON WIRELESS PROJECT MANAGER COMPANY: COLLIERS ENGINEERING & DESIGN CONTACT: MATTHEW GRAUBART PHONE: 856.797.0412 E-MAIL: MATTHEW.GRAUBART@COLLIERSENGINEERING.COM DRAWNBYREVDATETETETETETETETETETETEEEDEDDEDDDEEEEEEESCSCSCSCSCSCSCSCSCSCSCSCSCSCCCRRRRIRRRRRRRRPTION CHECKEDBY Date: 2022.10.20 14:51:26-04'00' Digitally signed by Justin Peter Linette I.D. C.O.A. #: 4154 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: SCALE : SHEET TITLE : DRAWNBY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : REV DATE DESCRIPTION CHECKEDBY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information containedherein isauthorized foruse onlybythe partyfor whomthe serviceswere contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of ColliersEngineering & Design. www.colliersengineering.com Phone: ERICKSON - ALT 1 273696 AS SHOWN 0 .. MT. LAUREL 2000 Midlantic Drive,Suite 100Mt. Laurel, NJ 08054856.797.0412 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 22995453A . .. 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY ISSUED FOR CONSTRUCTION DA . . .. . 10/20/22 JPL .. . .. _____________________________ Doing Business as COLLIERS ENGINEERING & DESIGN, INC. SBOM-1 BILL OF MATERIALS NOTES: 1. THE MANUFACTURERS LISTED ARE THE APPROVED VENDORS FOR THE VZW MOUNT KITS. EACH MANUFACTURER WILL BE AWARE OF WHICH KITS HAVE BEEN THROUGH THE VZW APPROVAL PROCESS AND THEY ARE IN TURN APPROVED TO SELL. PLEASE NOTE THAT THE MATERIAL UTILIZED ON THE MOUNT MODIFICATIONS WILL BE REVIEWED AS A PART OF THE DESKTOP PMI COMPLETED BY THE SMART TOOL VENDOR. IT WILL BE REQUIRED THAT THE VZW KITS SPECIFIED ARE UTILIZED IN THE MODIFICATIONS. 2. ALL MATERIALS REQUIRED FOR THE DESIGNED MODIFICATIONS BUT NOT LISTED IN THIS SHEET ARE ASSUMED TO BE PROVIDED BY THE CONTRACTOR. COMMSCOPE CONTACT SALVADOR ANGUIANO PHONE (817) 304-7492 EMAIL SALVADOR.ANGUIANO@COMMSCOPE.COM WEBSITE WWW.COMMSCOPE.COM METROSITE FABRICATORS, LLC CONTACT KENT RAMEY PHONE (706) 335-7045 (O), (706) 982-9788 (M) EMAIL KENT@METROSITELLC.COM WEBSITE METROSITEFABRICATORS.COM PERFECTVISION CONTACT WIRELESS SALES PHONE (844) 887-6723 EMAIL WWW.PERFECT-VISION.COM WEBSITE WIRELESSSALES@PERFECT-VISION.COM SABRE INDUSTRIES, INC. CONTACT ANGIE WELCH PHONE (866) 428-6937 EMAIL AKWELCH@SABREINDUSTRIES.COM WEBSITE WWW.SABRESITESOLUTIONS.COM SITE PRO 1 CONTACT PAULA BOSWELL PHONE (972) 236-9843 EMAIL PAULA.BOSWELL@VALMONT.COM WEBSITE WWW.SITEPRO1.COM NEWAVE CONTACT NEWAVE SALES TEAM PHONE (971) 239-4762 EMAIL SALES@NEWAVETC.COM WEBSITE WWW.NEWAVETC.COM BETTER METAL, LLC CONTACT DAVID STANSBERRY PHONE (615) 535-0990 (O), (615) 631-2520 (M) EMAIL DLS@BETTERMETAL.COM WEBSITE WWW.BETTERMETAL.COM BILL OF MATERIALS SECTION 1 - VZWSMART KITS QUANTITY MANUFACTURER PART NUMBER DESCRIPTION NOTES UNIT WEIGHT (LBS.) WEIGHT (LBS.) 3 VZWSMART VZWSMART-PLK10 SUPPORT RAIL BRACING KIT CONTRACTOR TO VERIFY THE LENGTH REQUIRED AND TRIM AS NECESSARY IN ACCORDANCE WITH THE 'STRUCTURAL STEEL' NOTES ON SHEET SGN-1.116 348 ¬¬¬¬¬¬ ¬¬¬¬¬¬ ¬¬¬¬¬¬ ¬¬¬¬¬¬ ¬¬¬¬¬¬ ¬¬¬¬¬¬ ¬¬¬¬¬¬ SECTION 2 - OTHER REQUIRED PARTS QUANTITY MANUFACTURER PART NUMBER DESCRIPTION NOTES UNIT WEIGHT (LBS.) WEIGHT (LBS.) ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬¬¬¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ ¬¬ ¬ ¬ ¬¬¬ VZWSMART KITS - APPROVED VENDORS SECTION 3 - REQUIRED SAFETY CLIMB PARTS QUANTITY MANUFACTURER PART NUMBER DESCRIPTION NOTES UNIT WEIGHT (LBS.) WEIGHT (LBS.) TOTAL: 348 DRAWNBYREVDATETETETETEEETEETEEEEDEDDEDDDEEEEEEESCSCSCSSCSCSSCSCSCSCSCSCSCCRRRIRRRRRRPTION CHECKEDBY BS.) Date: 2022.10.20 14:51:35-04'00' Digitally signed by Justin Peter Linette I.D. C.O.A. #: 4154 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. SCALE : SHEET TITLE : DRAWNBY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : \A c P u b l i s h _ 2 1 5 5 6 \ T e m p l a t e . M o u n t M O D . d w g \ S G N - 1 B y : D A V I D . A N U K A REV DATE DESCRIPTION CHECKEDBY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. www.colliersengineering.com Phone: ERICKSON - ALT 1 273696 AS SHOWN 0 .. MT. LAUREL 2000 Midlantic Drive,Suite 100Mt. Laurel, NJ 08054856.797.0412 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 22995453A . .. 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY ISSUED FOR CONSTRUCTION DA . . .. . 10/20/22 JPL .. . .. _____________________________ Doing Business as COLLIERS ENGINEERING & DESIGN, INC. SGN-1 MODIFICATION NOTES GENERAL NOTES 1. THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF THE TELECOMMUNICATIONS INDUSTRY STANDARD TIA-222-H. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES. 2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO EXISTING STRUCTURES. ANY DAMAGE TO EXISTING STRUCTURES AS A RESULT OF THE CONTRACTOR'S WORK OR FROM DAMAGE DUE TO OTHER CAUSES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE BEGINNING WORK, ORDERING MATERIAL, AND PREPARING OF SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON THESE DRAWINGS, OR ANY CONDITIONS THAT WOULD INTERFERE WITH THE INSTALLATION OF THE MODIFICATIONS, NOTIFY THE ENGINEER IMMEDIATELY. 4. IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH TOWER CONSTRUCTION EXPERIENCE. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES. 6. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA-322 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY STANDARDS.¬ ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-322 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PROGRAMS IN ACCORDANCE WITH APPLICABLE SAFETY CODES. 8. WORK SHALL ONLY BE PERFORMED DURING CALM DRY DAYS (WINDS LESS THAN 30-MPH). THE STRUCTURE SHOWN ON THE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING ERECTION. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT, SHORING, BRACING AND ANY OTHER STRUCTURAL SYSTEMS AS REQUIRED TO RESIST ALL FORCES THAT MAY OCCUR DURING HANDLING AND ERECTION UNTIL THE STRUCTURE IS FULLY COMPLETED. TEMPORARY SUPPORTS, BRACING AND OTHER STRUCTURAL SYSTEMS REQUIRED DURING CONSTRUCTION SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THEIR USE. 9. ALL INSTALLATIONS PERFORMED ON THIS STRUCTURE SHALL BE COMPLETED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF THE STANDARD FOR INSTALLATION, ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS, ANSI/TIA-322. 10. CONTRACTOR SHALL SECURE SITE BACK TO EXISTING CONDITION UNDER SUPERVISION OF OWNER. ALL FENCE, STONE, GEOFABRIC, GROUNDING, AND SURROUNDING GRADE SHALL BE REPLACED AND REPAIRED AS REQUIRED TO ACHIEVE OWNER APPROVAL. POSITIVE DRAINAGE AWAY FROM TOWER SITE SHALL BE MAINTAINED. 11. CONNECTIONS BETWEEN ITEMS SUPPORTED BY THE STRUCTURE AND THE STRUCTURE NOT SPECIFICALLY DETAILED IN THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH CONNECTIONS SHALL BE DESIGNED, COORDINATED AND INSPECTED BY A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. SUBMIT SIGNED AND SEALED CALCULATIONS DURING SHOP DRAWING REVIEW. 12. DO NOT SCALE DRAWINGS. 13. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE. 14. ALL MATERIAL UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZE AND/OR STRENGTHS, MUST BE APPROVED BY THE OWNER AND ENGINEER IN WRITING. 15. THE MOUNT UNDER NO CIRCUMSTANCES SHOULD BE USED AS A TIE OFF POINT. STRUCTURAL STEEL 1. DESIGN, DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING PUBLICATIONS EXCEPT AS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS. a. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION (15TH EDITION) b. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS c. AISC CODE OF STANDARD PRACTICE 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE SHOWN: CHANNELS, ANGLES, PLATES, ETC. ASTM A36 (GR 36) STEEL PIPE ASTM A53 (GR 35) BOLTS ASTM A325 NUTS ASTM A563 LOCK WASHERS LOCKING STRUCTURAL GRADE 3. ALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THE ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR VERIFYING THE SUBSTITUTE IS SUITABLE FOR USE AND MEETS ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS AND COSTS TO SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATIONS TO THE ENGINEER AS REQUESTED. 4. PROVIDE STRUCTURAL STEEL SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. a. SUBMIT SHOP DRAWINGS TO MATTHEW.GRAUBART@COLLIERSENGINEERING.COM b. PROVIDE MASER CONSULTING PROJECT # AND MASER CONSULTING PROJECT ENGINEER CONTACT IN THE BODY OF THE EMAIL. 5. DRILL NO HOLES IN ANY NEW OR EXISTING STRUCTURAL STEEL MEMBERS OTHER THAN THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. 6. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED. 7. ALL NEW STEEL SHALL BE HOT BE DIPPED GALVANIZED FOR FULL WEATHER PROTECTION. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING STEEL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS. 8. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING DEVICES TO BE INSTALLED IN ACCORDANCE WITH TIA-222-H SECTION 4.9.2 REQUIREMENTS. 9. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS, FABRICATOR SHALL DESIGN CONNECTIONS TO RESIST LOADS AND FORCES WHERE SHOWN ON DRAWINGS AND AS OUTLINED IN SPECIFICATIONS. 10. FOR MEMBERS BEING REPLACED, PROVIDE NEW BOLTS AND MATCH EXISTING SIZE AND GRADE. MAINTAIN AISC REQUIREMENTS FOR MINIMUM BOLT DISTANCE AND SPACING. 11. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE BOLT IS AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED. 12. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED. 13. ALL NEW STEEL SHALL BE HOT BE DIPPED GALVANIZED FOR FULL WEATHER PROTECTION. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS. 14. ALL EXISTING PAINTED/GALVANIZED SURFACES DAMAGED DURING REHAB INCLUDING AREAS UNDER STIFFENER PLATES SHALL BE WIRE BRUSHED CLEAN, REPAIRED BY COLD GALVANIZING (ZINGA OR ZINC COTE), AND REPAINTED TO MATCH THE EXISTING FINISH (IF APPLICABLE). 15. ALL HOLES IN STEEL MEMBERS SHALL BE SIZED 1/16” LARGER THAN THE BOLT DIAMETER. STANDARD HOLES SHALL BE USED UNLESS NOTED OTHERWISE. EDGE SPACING GA G E LIMIT OF ALLOWABLE COPE WITHOUT PRIOR EOR APPROVAL GAGE ALLOWABLE COPING 30 ° WORKABLE GAGES (IN.) LEG GAGE 4 2 1/2 3 1/2 2 3 1 3/4 2 1/2 1 3/8 2 1 1/8 BOLT SCHEDULE (IN.) BOLT DIAMETER STANDARD HOLE SHORT SLOT MIN. EDGE DISTANCE SPACING 1/2 9/16 9/16 x 11/16 7/8 1 1/2 5/8 11/16 11/16 x 7/8 1 1/8 1 7/8 3/4 13/16 13/16 x 1 1 1/4 2 1/4 7/8 15/16 15/16 x 1 1/8 1 1/2 2 5/8 1 1 1/16 1 1/16 x 1 5/16 1 3/4 3 TYP. BOLT ASSEMBLY BOLT NUT LOCK WASHER NOTES: 1. ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISC MINIMUM REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISC MINIMUM REQUIREMENTS. 3. SHORT SLOT HOLES SHALL ONLY BE USED WHEN DEPICTED IN THE DRAWINGS 4. MATCH EXISTING GAGES WHEN APPLICABLE, UNLESS MINIMUM EDGE DISTANCES ARE COMPROMISED. DRAWNBYREVDATETETETETETETETETTETEEEEDEDDEDDEEEEEEEESCSCSCSCSCSCSCSCSCSCSSCCCCRRRRIRRRRRRRPTION CHECKEDBY ONLY BE HE HEN UM EDGE SED. Date: 2022.10.20 14:51:35-04'00' Digitally signed by Justin Peter Linette I.D. C.O.A. #: 4154 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: SCALE : SHEET TITLE : DRAWNBY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : REV DATE DESCRIPTION CHECKEDBY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information containedherein isauthorized foruse onlybythe partyfor whomthe serviceswere contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of ColliersEngineering & Design. www.colliersengineering.com Phone: ERICKSON - ALT 1 273696 AS SHOWN 0 .. MT. LAUREL 2000 Midlantic Drive,Suite 100Mt. Laurel, NJ 08054856.797.0412 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 22995453A . .. 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY ISSUED FOR CONSTRUCTION DA . . .. . 10/20/22 JPL .. . .. _____________________________ Doing Business as COLLIERS ENGINEERING & DESIGN, INC. SCF-1 CLIMBING FACILITY DETAIL SCALE : N.T.S. CLIMBING FACILITY LOCATION1 CLIMBING FACILITY PHOTO BETA SECTOR GAMMA SECTOR STRUCTURAL NOTES: 1. PER THE MOUNT MAPPING COMPLETED BY RKS DESIGN & ENGINEERING, LLC ON 9/4/2022, THE SAFETY CLIMB AND CLIMBING FACILITIES UP TO THE VERIZON MOUNT ELEVATION (94'-0") IS IN POOR CONDITION. COLLIERS ENGINEERING & DESIGN DOES NOT WARRANT THIS INFORMATION. 2. INSTALL SHALL NOT CAUSE HARM TO THE STRUCTURE, CLIMBING FACILITY, SAFETY CLIMB, OR ANY SYSTEM INSTALLED ON THE STRUCTURE. TIMELY NOTICE AND DOCUMENTATION SHALL BE PROVIDED BY CONTRACTORS TO THE EOR (OF STRUCTURAL DESIGN) IF AN OBSTRUCTION WAS REQUIRED TO MEET THE RF SYSTEM DESIGN REQUIREMENTS AND PERFORMANCES. ALPHA SECTOR DRAWNBYREVDATETETETEETEEETETEEEDEDDEDDEEEEEEEESCSCSCSCSCSCSCSCSCSCSSCCCCRRRIRRRRRPTION CHECKEDBY Date: 2022.10.20 14:51:35-04'00' Digitally signed by Justin Peter Linette I.D. C.O.A. #: 4154 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: SCALE : SHEET TITLE : DRAWNBY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : REV DATE DESCRIPTION CHECKEDBY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information containedherein isauthorized foruse onlybythe partyfor whomthe serviceswere contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of ColliersEngineering & Design. www.colliersengineering.com Phone: ERICKSON - ALT 1 273696 AS SHOWN 0 .. MT. LAUREL 2000 Midlantic Drive,Suite 100Mt. Laurel, NJ 08054856.797.0412 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 22995453A . .. 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY ISSUED FOR CONSTRUCTION DA . . .. . 10/20/22 JPL .. . .. _____________________________ Doing Business as COLLIERS ENGINEERING & DESIGN, INC. SS-1 MODIFICATION DETAILS SCALE : N.T.S.1 SCALE : N.T.S. PROPOSED ISOMETRIC VIEW 2 PROPOSED PLAN VIEW LEGEND: PROPOSED RELOCATED EXISTING MOUNT MODIFICATION SCHEDULE NO. ELEVATION QUANTITY DESCRIPTION NOTES 1 94'-0" 3 PROPOSED SUPPORT RAIL BRACING KIT (PART #: VZWSMART-PLK10)CONTRACTOR TO VERIFY THE LENGTH REQUIRED AND TRIM AS NECESSARY IN ACCORDANCE WITH THE 'STRUCTURAL STEEL' NOTES ON SHEET SGN-1. SEE GENERAL NOTE A 2¬3¬RELOCATED MOUNT PIPES RECONNECT SHIFTED PIPES TO MOUNT HORIZONTALS USING EXISTING CONNECTION CROSSOVER PLATES, ETC. WITH NEW BOLTING HARDWARE. DO NOT REUSE EXISTING BOLTS. GENERAL NOTES: A. THREADED ROD FROM PROPOSED KITS SHALL BE TRIMMED TO EXTEND NO MORE THAN 3" BEYOND THE LOCK NUT. TREAT ALL CUT ENDS WITH (2) COATS OF COLD GALVANIZATION (ZINGA OR ZINC KOTE). B. MOUNT MEMBERS NOT SHOWN FOR CLARITY U.N.O. 3'-6 " ± 3 " ( T Y P . ) 6' - 0 " ± 3 " ( T Y P . ) 1'-2"±3" (TYP.) 2' - 0 " ± 3 " ( T Y P . ) 2' - 0 " ± 3 " ( T Y P . ) 1 1 2 DRAWNBYREVDATETETETEETEEETETEEEDEDDEDDEEEEEEEESCSCSCSCSCSCSCSCSCSCSSCCCCRRRIRRRRRPTION CHECKEDBY Date: 2022.10.20 14:51:35-04'00' Digitally signed by Justin Peter Linette I.D. C.O.A. #: 4154 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE SITE NAME: SCALE : SHEET TITLE : DRAWNBY PROTECT YOURSELF IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF THE RESPONSIBLE LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER : REV DATE DESCRIPTION CHECKEDBY FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM JOB NUMBER : Copyright © 2022. Colliers Engineering & Design All Rights Reserved. This drawing and all the information containedherein isauthorized foruse onlybythe partyfor whomthe serviceswere contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of ColliersEngineering & Design. www.colliersengineering.com Phone: ERICKSON - ALT 1 273696 AS SHOWN 0 .. MT. LAUREL 2000 Midlantic Drive,Suite 100Mt. Laurel, NJ 08054856.797.0412 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING 22995453A . .. 110 SOUTH 12TH STREET REXBURG, ID 83460 JEFFERSON COUNTY ISSUED FOR CONSTRUCTION DA . . .. . 10/20/22 JPL .. . .. _____________________________ Doing Business as COLLIERS ENGINEERING & DESIGN, INC. SS-2 MOUNT PHOTOS MOUNT PHOTO 1 MOUNT PHOTO 2 MOUNT PHOTO 3 MOUNT PHOTO 4 DRAWNBYREVDATETETETETEEETEETEEEEDEDDEDDDEEEEEEESCSCSCSSCSCSSCSCSCSCSCSCSCCRRRIRRRRRRPTION CHECKEDBY Date: 2022.10.20 14:51:35-04'00' Digitally signed by Justin Peter Linette FOR REFERENCE ONLY