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Home My WebLink About011-GN1.0-General Notes Docusign Envelope ID:OB8B83E5-B8B3-4B58-A2DC-E6EFCF2DDOFD STAMP: GENERAL NOTES ,5112/2026 •..............S,j1/2026 1. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK USING THEIR BEST SKILL FOUNDATION GENERAL NOTES: p N Tq/�''' N TA//v�,' 3 Z AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL " •'V '•••••'V > CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES FOR q q 3�N 1. THE SITE SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO FILL OR :'•�:'•' '•.�''•. :'•*,•••' '•,�•''•: z 5 w COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. CONSTRUCTION OF THE FOUNDATION PAD. 2. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND SHELTON DOUGLAS ': CHRISTOPHER 2. ALL FILL SAND SHALL BE 0-15 P.I. WITH A COMPACTION TEST RUN ON EACH EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, ELECTRICAL SERVICE AND KEISLING GIANNOTTI OVERALL COORDINATION. 6" LIFT - COMPACTED TO 90% MODIFIED PROCTOR. ' No.PEL-PE-LIC-86951 No. 105865 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO 3. ANY SOFT AREAS (TREE STUMP HOLES, ETC.) SHALL BE CUT OUT AND fl : -'0'. :G SUBMITTING THEIR BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC. SHALL RECOMPACTED TO SAID PROCTOR. '. : C/ '• <C/ F BE REPORTED TO VERIZON WIRELESS BEFORE PROCEEDING WITH THE WORK. 4. ALL FOOTINGS TO BEAR ON A MINIMUM NET ALLOWABLE SOIL BEARING 'O�•''<�CENS��•''\��'.• Off''410ENSEp• \��'' .Z CAPACITY OF 1,500 PSF TO BE VERIFIED IN FIELD. p w 4. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DocusignG76yS'/�' �N� SS�"NAU0-•' DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, ( NAL Docusign¢d.py.•ONAL 5. THE CONTRACTOR SHALL KEEP THE SITE SO IT WILL HAVE POSITIVE DRAINAGE Jbl/LS�II/l� <w STRUCTURE, OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE AT ALL TIMES. J ��. SATISFACTION OF VERIZON WIRELESS, AT THE EXPENSE OF THE CONTRACTOR. EF94D8A5B808407... 5. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY DURING CONSTRUCTION 6. ALL EXCAVATIONS SHALL BE FREE OF WATER BEFORE POURING CONCRETE. ENG I AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER TO ORIGINAL STATE OF MONTANA CONDITION. CONCRETE NOTES: ENGINEER: PE#: DISCIPLINE: CG CHRISTOPHER GIANNOTTI 105865 PE CIVIL C 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 SDK SHELTON D.KEISLING 86951PE ELECTRICAL E UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. AND ACI 301, LATEST EDITION. THESE DOCUMENTS SHALL BE AVAILABLE IN TjMS LDRON TTERRAN EAM.SUPER 1774112PEE ELECTRICAL E a THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF THE FIELD OFFICE. UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF 2. EXCEPT WHERE OTHERWISE INDICATED, CONCRETE SHALL BE NORMAL WEIGHT 5 WORK. AND WITH MINIMUM 28-DAY COMPRESSIVE STRENGTHS OF F'c=4000 PSI. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED WITH 6% AIR SYMBOLS WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETE. CONTENT. B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CODES LISTED IN THE CODE 3. MAXIMUM SLUMP SHALL BE 4". ' SUMMARY AND ALL APPLICABLE LOCAL REGULATIONS, ORDINANCES, STATUTES & 4. 1 DETAIL NUMBER 1 DETAIL NUMBER CODES. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SHEET REFERENCE* SHEET REFERENCE* z 9. VERIZON WIRELESS SHALL OBTAIN THE CONSTRUCTION PERMIT. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ADDITIONAL PERMITS, LICENSES AND INSPECTIONS 5. ALL WIRE AND BARS SHALL BE SECURED PROPERLY BEFORE POURING w THEEW RK TOR EEOWNER.NCE OF THE WORK AND INCLUDE THOSE IN THE COST OF CONCRETE. DETAIL CALLOUT SECTION CALLOUT a 6. EDGE TROWEL ALL EXPOSED CONCRETE EDGES. 10. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY NOTE: WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE * (-) INDICATES REFERENCED FROM SAME SHEET CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS PREPARED FOR: PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT LOCALIZED AREAS OF SOFT OR LOOSE MATERIALS MAY BE ENCOUNTERED AT THE ALL TIMES. THESE ARE TO BE UNDER THE CARE OF JOB SUPERINTENDENT. PROPOSED BEARING ELEVATION. THE SOILS MAY REQUIRE COMPACTION USING A PLATE COMPACTOR IN THE FOOTING TRENCH IF FIELD CONDITIONS INDICATE LOOSE ��I�O 11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR GRANULAR SOILS. THE SOILS MAY REQUIRE REMOVAL AND REPLACEMENT WITH AN PLAN SYMBOLS SCHEMATIC SYMBOLS 2-A:10-B:C WITHIN 75'-0" OF TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILD APPROVED ENGINEERED FILL. FOUNDATION DEPTH AND OVER DIG REQUIREMENTS OUT AREA DURING CONSTRUCTION. SHALL BE VERIFIED WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT CONDUIT RUN ABOVE GRADE GROUND AND INCLUDED IN THE BID BEFORE CONSTRUCTION. THE EVALUATION OF THE SUB 12. ANY CONNECTION FEES FOR ELECTRICAL SERVICE SHALL BE PAID BY THE GRADE AND SELECTION OF FILL MATERIALS SHALL BE MONITORED AND TESTED BY ——— CONDUIT RUN BELOW GRADE PLANS PREPARED BY: CONTRACTOR. A QUALIFIED REPRESENTATIVE OF THE SOILS ENGINEER. ,W TRANSFORMER -- CONDUIT CAP 13. CABLING NOTE: FOLLOW HYBRIFLEX MANUFACTURER'S RECOMMENDATIONS FOR HOISTING CODE SUMMARY NEUTRAL CONDUCTOR CABLE. VERIZON WIRELESS HAS REPORTED THAT HOIST GRIPS MUST BE USED EVERY b\ BREAKER (SIZED AS NOTED) 200'-0" OF CABLE. CODE CLASSIFICATION HASH MARKS INDICATE NUMBER Q V�'Lw SC CODE CLASSIFICATION U OF WIRES IN CONDUIT DESCRIPTION OF PROPOSED SITE USE: TYPE OF CONSTRUCTION: V-8 DRAWING NOTICE: GROUND CONDUCTOR M METER THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE N THE CONSTRUCTION OF THIS COMMUNICATION TOWER SITE IS FOR THE TRANSMISSION AND APPLICABLE CODES PROPERTY OF BBC,INC.AND IS LENT TO THE BORROWER FOR Z THEIR CONFIDENTIAL USE ONLY,AND IN CONSIDERATION OF w RECEPTION OF CALLS FOR A NEW WIRELESS TELEPHONE SYSTEM. NO FLAMMABLE DISCONNECT SWITCH THE LOAN OF THIS DRAWING,THE BORROWER PROMISES AND PRODUCTS OR CHEMICALS WILL BE USED OR STORED INSIDE THE SHELTER. INTERNATIONAL BUILDING CODE I AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT NATIONAL ELECTRICAL CODE (NFPA 70) WILL NOT BE REPRODUCED,COPIED,LENT OR OTHERWISE 3 LIGHT SWITCH (3) INDICATES 3-WAY SWITCH FUSED DISCONNECT SWITCH DISPOSED OF DIRECTLY OR INDIRECTLY,NOR USED FOR ANY UNIFORM PLUMBING CODE PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED. INTERNATIONAL FUEL GAS CODE 0 LIGHT FIXTURE (TYPE IN DRAWING) (� ��> SUBMITTALS: DESCRIPTION DATE BY REV ABBREVIATIONS COLOR LEGEND LIGHT FIXTURE (TYPE IN DRAWING) ADDED TOWER OPTIONS 04/04/25 AWD B AGL ABOVE GRADE LINE GND GROUND I NON-FUSED DISCONNECT REVISED LAT LONG 10/17/25 AWD C AMP AMPERE HT HEIGHT RECEPTACLE r SWITCH (SIZED AS NOTED) REVISED PER CLIENT COMMENTS 11/20/25 JDH D ARCH ARCHITECT LF LINEAL FOOT GFCI - GROUND FAULT CIRCUIT INTERRUPTER ISSUED FOR CONSTRUCTION 12/16/25 DSL 0 WP - WEATHERPROOF COVER LL BLDG BUILDING MIN/MAX MINIMUM/MAXIMUM HYBRID & COAX CABLES AUTOMATIC TRANSFER SWITCH REVISED LAT LONG 03/18/26 DSL 1 q CENTERLINE MISC MISCELLANEOUS 1 REISSUED FOR CONSTRUCTION 05/08/z6 cAL z CONIC CONCRETE NTS NOT To SCALE GROUNDING PLAN SYMBOLS POWER/GROUNDING APPLICANT SITE NAME: CONST CONSTRUCTION O.C. ON CENTER GROUNDING CONDUCTOR ABOVE GROUND o� DUPLEX RECEPTACLE (120V) CONTR CONTRACTOR PL PLATE FIBER MT8 HERO-A DET DETAIL REQ'D REQUIRED GROUNDING CONDUCTOR UNDER GROUND ■ DIA (0) DIAMETER SF SQUARE FOOT ANTENNAS e p GENERATOR RECEPTACLE DIAG DIAGONAL SHT SHEET GROUND BAR 110 (240V, 1 -MDG LOCATION ID: -Z DIM DIMENSION SIM SIMILAR RRH/BBU GROUND BAR WITH W z DN DOWN SPECS SPECIFICATIONS � CAM LOCK 5000979700 °° COMPRESSION CONNECTION DWG DRAWING SSC, INC. SELECTIVE SITE CONSULTANTS, INC.a(DEA EACH STD STANDARD PENETRATIONS 0 GROUND CONDUCTOR L=J SITE ADDRESS:1O6 E OAK ST ELEC ELECTRICAL STL STEEL VZW LANDSPACE ENCLOSURE ELEV ELEVATOR, ELEVATION STRUCT STRUCTURAL EXOTHERMIC CONNECTION ' EQ EQUAL SW SWITCH ACCESS/UTILITY EASEMENT MECHANICAL CONNECTION BOZEMAN,MT 59715 EQUIP EQUIPMENT T.O.C. TOP OF CONCRETE EXIST EXISTING T.C. TOP OF CURB NEW VZW UTILITY EASEMENT O GROUND ROD SHEET DESCRIPTION: SHEET#: w FND FOUNDATION T.O.P. TOP OF PAVING o a FTG FOOTING T.O.S. TOP OF STEEL INSPECTION/TEST WELL GENERAL NOTES GN-1.0 m° GA IGAUGE TYP TYPICAL g GALV GALVANIZED UNO UNLESS NOTED OTHERWISE