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1.rlumm <br />1. GROUNDING NOT SHOWN, FOR CLARITY. REFER <br />TO SHEET G-1 FOR GROU <br />NEW 2" SCH 40 PV <br />CONDUIT TO NEW <br />UNDERGROUND <br />ELECTRICAL J U N CTI 0 <br />BOX. REFER TO SHE <br />A-2 FOR LOCATION. <br />NEW 2" S C H 40 PVC <br />CONDUIT TO NEW <br />I I A 1 P'\ r r-"% /% r_1A /\ I I A 1 P'\ r 1 r r1 T M I /'N A I <br />CONDUITS & GROUNDING IN POLE FOUNDATION DETAIL <br />SCALE: NOT TO SCALE <br />D3 NOT USED <br />NOT <br />NOT TO SCALE <br />NOTES: <br />1. REINFORCING STEEL SHALL BE IN ACCORDING WITH <br />ASTM A615 GRADE 60 OR EQUAL. <br />2. FOUNDATION TO BE COST AGAINST UNDISTURBED SOIL. <br />3. FOUNDATION TO BE POURED MONOLITHICALLY. <br />4. FOUNDATION DESIGN BASED ON WATER TABLE BEING <br />BELOW THE BOTTOM OF THE PIER. IF WATER TABLE IS <br />ENCOUNTERED AT TIME OF EXCAVATION, CONSULT A <br />GEOTECH ENGINEER. <br />5. SITE GRADE IS 7H TO 1 V OR FLATTER. <br />6. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM <br />TO THE REQUIREMENTS OF THE LATEST ACI, LOCAL, <br />AND STATE CODES. <br />7. ALL METHODS OF CONSTRUCTION AND INSTALLATION <br />ARE THE RESPONSIBILITY OF THE CONTRACTOR. <br />8. DESIGN BASED STANDARD MATERIAL CLASS 4 SOIL <br />VALUES FROM THE 2012 IBC DESIGN CODE FOR <br />LOOSE NON -COHESIVE SOIL. THE CONTRACTOR IS <br />RESPONSIBLE FOR VERIFYING THAT THE ACTUAL SITE <br />SOIL CONDITIONS MEET OR EXCEED THE ASSUMED <br />VALUES. <br />9. ANCHOR BOLT INFORMATION CAN BE FOUND IN <br />VALMONT CALCULATIONS DATED 7/9/2020. <br />N OTE: <br />SEE DETAIL 5 SHEET G-1 FOR FOUNDATION FINISHING DETAIL <br />m <br />)ID „ <br />0 <br />FOUNDATION SIZE (S) <br />POLE <br />CAISSON DATA (EA) <br />LONGITUDINAL BARS (EA) <br />TRANSVERSE <br />BARS (EA) <br />DIAMETER <br />LENGTH <br />CONCRETE <br />QUANTITY <br />SIZE <br />SIZE <br />"D" (FT) <br />"L" (FT) <br />STRENGTH <br />(PSI) <br />30' POLE <br />3.0 <br />10.0 <br />3000 <br />8 <br />#g <br />#4 <br />0 <br />2 FOUNDATION DETAIL <br />SCALE: NOT TO SCALE <br />EQUIPMENT ENCLOSURE <br />MANUFACTURER: COMMSCOPE <br />METRO CALL RADIO CONCEALMENT ENCLOSURE <br />PART NUMBER: SSC-760236114 <br />DESCRIPTION: PICO RADIO SOLUTION <br />VOLUME: <br />(1.333FT) X (3.333FT) X (1 FT) = 4.44 CUBIC FEET VOLUME <br />1 6" <br />0 <br />0io <br />FRONT VIEW <br />O <br />O <br />SHOWN MOUNTED ON AN 8" POLE <br />CLAMP, STRAP, AND THRU BOLT OPTIONS <br />2" KNOCKOUT FOR CABLE ENTRY/EXIT <br />(CROSS CUT RUBBER GROMMETS <br />INCLUDED) <br />FULLY VENTILATED <br />WITH GR487 <br />COMPLIANT PERF <br />PATTERNS <br />12" <br />clnE_ \/IE-W <br />TAMPER <br />RESISTANT LATCH <br />WITH PADLOCK <br />HAS P <br />PLAN VIEW <br />DCAD \/IE-W <br />D4 ENCLOSURE DETAIL <br />SCALE: NOT TO SCALE <br />z <br />ti <br />U <br />zt <br />c� <br />z_ <br />U <br />n <br />cn <br />N <br />ro <br />n <br />0'-3" <br />1 1/4 " TRADE SIZE <br />KNOCKOUTS <br />TAMPER RESISTANT M 10 <br />SCREWS <br />(2) 3" KNOCKOUT <br />FOR RF CABLE <br />ROUTING OPTIONS <br />1 " TRADE SIZE KNOCKOUTS <br />2" TRADE SIZE KNOCKOUTS <br />at&t <br />Mobility <br />Network Solutions <br />lr,j -_ ASTRUCTUP.E SEPVICES <br />2227 W PECOS RD, SUITE 4 <br />CHANDLER, AZ 85224 <br />WAEVT-004-B <br />SCIP ID: 17726-004-B <br />ADDRESS: <br />4030 COLBY AVE <br />EVERETT, WA 98201 <br />COUNTY: <br />SNOHOMISH COUNTY <br />TCCTTU" T7l1113. <br />i\J\J VJ Li/ i V ice• <br />REV <br />DATE <br />DRWN B <br />DESCRIPTION <br />QA/QC <br />A <br />11 / 15/ 18 <br />SBP <br />PCD FOR REVIEW <br />CW <br />0 <br />04/10/19 <br />SBP <br />CONSTRUCTION SET <br />CW <br />1 <br />06/ 11 / 19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />2 <br />07/19/19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />3 <br />08/14/19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />4 <br />11/20/19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />5 <br />12/ 11 / 19 <br />SBP <br />CLIENT COMMENTS <br />CW <br />6 <br />03/18/20 <br />SBP <br />CLIENT COMMENTS <br />CW <br />7 <br />11/10/20 <br />JD <br />GENERAL, UPDATES <br />CW <br />8 <br />08/03/21 <br />JD <br />JDX COMMENTS <br />CW <br />9 <br />11/09/21 <br />JD <br />JDX COMMENTS <br />CW <br />N, EXA <br />WAsy� F9 <br />C-0� �z <br />57449 <br />FsSFG/STE ,'ONA� <br />ut4:v". NNa/y%c. <br />SIGNED, 10 NOV2021 <br />EXPIRES, 3 FEB 2022 <br />IT IS A VIOLATION OF LAW FOR ANY PERSON, <br />UNLESS THEY ARE ACTING UNDER THE DIRECTION <br />OF A LICENSED PROFESSIONAL ENGINEER, <br />TO ALTER THIS DOCUMENT. <br />SHEET NUMBER: REVISION: <br />RF 2( 9 <br />