9506 19TH AVE SE A T AND T ANTENNA 2022-03-03

NOTE: 1 n' CONDUIT STUB-UP AREA #5,MAINTAIN 3"CLEAR ! VERIFY WIRE AND CONDUIT QUANTITY*SIZES WITH GENERATOR • m A l C ` /// FROM EDGE J MAKE MODEL#PRIOR TO INSTALLATION. VERIFY EI�CTRICAL at&t REQUIREMENTS WITH LOCAL UTILITY PROVIDER. .. "• / 1 RESTORE SURFACE TO MATCH ORIGINAL CONDITION ' 9InIIIü5nnInIIJL ��= I III=IIIIIII I: o M o b iIi ty IIIIII IIIIII-111111_llllll-111111=1ir UNDISTURBED SOIL _m 111111=111111`_ I. IIIIII=,� COMPACTED BACKFI11A - j ��=11�I1=IIIIII=IIIIII=iiilll=IIIIII c (SUITABLE ON SITE MATERIAL) _'E o V m N IIIIII=IIIIII=111111=11I111=IIIIII= �� II 6°WARNING TAPE p _=IIIIIIE10111=IIIIII=III1110111 _ :11 11 IIII�I11,=11�I11 liii(1-IIIIiI=11EEIP 'U' ELECTRICAL CONDUIT(5) �g r=11�IIigilliI1=111111=IIIIII=11111 , _ WHERE APPLICABLE•� N E R G Y H U L D I N G S R O .� IIIIII=IIIIII=IIIIII=IIIIII=IIIIII= N 6, 1 = E1= '.."r .: -.:. I— NOTES: ' 1 �11 .. ... _.a. ;o. p I p I I.PROVIDE PVC CONDUIT BELOW O v I -tilrA1I—Ili-11 1 �L��' LEI GRADE EXCEPT AS NOTED BELOW. 0 } l'F I=I I III I=III� �I1 I T 2.PROVIDE RGS CONDUIT AND e © O 1 I� —III=1 11�I I ELBOWS AT STUB UP LOCATIONS 1 I I I (I.E.SERVICE POLE,BTS IG PCo I I�I I1=1 1=1_ 1 I��yl�� — �I EQUIPMENT,ETC.) `o 6 6 TIT. 0 3305 MN-60 5 t. I A_ SEPARATION DIMENSION TO BE VERIFIED WITH FARIBAULT,MN 55021 - LOCAL UTILITY COMPANY REQUIREMENTS OFFICE:(507)334-2268 s N UTILITY CONDUIT TRENCH scALF:NTS 2 � N m m 19- I _4_ '- \-- _i_ __ _4_ HEAVY HEX NUT -8 LOCK WASHER E ti 5/8"DIA.SIMPSON STRONG BOLT 2 3'- :-/:,., FLAT WASHER SIMPSON STRONG BOLT 2 G5 A 55 EXPANSION ANCHOR(QTY.$ - GENERATOR SS EXPANSION ANCHORS/8'0 ��// FOUNDATION PLAN o MOUNT SPACING PER GEN.INSTALLATION REQS.) PLATE �� R H M A I� E R iiir / eriployee-owned E, SCALE:NTS GENERATOR OUTLINE-VERIFY Z (608�643 41QU www.ramaker.com -§ O #5 @ 1 2"EACH WAY I PER ICC ESR-3037 a �` 'ro w SECTION 4.3 INSTALLATIC'I C"E'�oe4S : [q w I hereby cer-y that th s plan set was prepared by me o r under my o 00 - TORQUE OF 80FT/LB direct supervis.on and that I am a duly Ucensed Professional Engineer nl ' 2 V under the laws of the State of Washlngton. Fs GENERATOR w o Y. N Y 5. 3000 P5CONCRETE SLAB, % O S K O WR `o v ELECTRICAL CONTRACTOR TO INSTALL ANCHOR BOLT DETAIL o ��"� wAsy��t7,�� o B #5 @ 12"EACH SUP JOINT FOR FROST AREAS SCALE:NTS < WAY. MAINTAIN 3" s SEE DETAIL 4/S-I STRUCTURAL GENERAL NOTES .• �� i Q , CLEAR FROM TOP# •s <n • 3 SIDES I.0 GENERAL CONDITIONS �� ° I.1 DESIGN$CONSTRUCTION OF ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES,ACI 318-I I I. IN CASE OF CONFLICT Y D .._. BETWEEN THE CODES,STANDARDS,REGULATIONS,SPECIFICATIONS.GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. �„i1 .', ww E V 11 I USE THE MOST STRINGENT PROVISIONS. l' I3 _ _ - d e ....•.:.: ... • ► 19i}7 p _ ----•-l u• n- - I.2 IT IS THE EXPRESS INTENT OF PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR ��RFC/ST6R�'� �2�" I I y I E .I 11=11=11T 1 I 1I1(=11 F=111=111= 1 FI I I I H11 111 H Il 111 _ INDEPENDENT CONTRACTOR OR THE RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT,THE ENGINEER,TECH. s,,S' p 1 I — = I I I I ICI = I=III=I -III III III H I CONSTRUCTION MANAGER,THE OWNER,$THEIR AGENTS FROM ANY LIABILITY WHATSOEVER HOLD THEM HARMLESS AGAINST ZONAL 1 I- -I I_VI I I-1I—I, I I-11 I=1I I III=I EI I EI I I EI I�I �N I I H I I I 1 I I 1 111 I b_ LOSS,DAMAGES,LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT,OR FAILURE TO -° g I I� LEI II=III11liIbIM IIII=II�111=NETT—III=IIEIII=III-1 ilEir3I III CARRY METHODS,TECHNIQUES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTIONS z I�II�III=I 1 I 1� EII - I�III�III—III—III1h1fI� III �G MINIMUM 95%DENSITY WITH THE WORK. tu 1L I—I l b l I H I IIII I I I1I H I I II I I— I I-I CLEAN AND COMPACTED FILL "I �I Ill II 1-11IL-IIC I—I11=1N-11iL I EI II1.3 DO NOT SCALE DRAWINGS 3 11/20/20 FINAL CONSTRUCTION DRAWINGS N c I .I III I.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS 2 09/28/20 FINAL CONSTRUCTION DRAWINGS o PROPOSED CONDUITS I.5 DESIGN LOADS ARE(GENERAC): I 08/24/20 FINAL CONSTRUCTION DRAWINGS u E SECTION A-A LIVE LOAD : 100 PSF 3 MARK DATE DESCRIPTION 4T A SCALE:NTS EQUIPMENT SIZE :89.I"H, I 06"W,38"D NI WEIGHT WITH WOODEN SHIPPING SKID ISSUE ISS PHASE FINAL UED 11/20/2020 _•9 m DOUBLE WALL FUEL TANK BASE SPECIFICATION ENCLOSED GENERATOR :3974 LBS Nc•i 2.0 FOR DESIGN$ANALY515 OF THE FOUNDATION.THE MINIMUM NET SOIL BEARING CAPACITY SHALL BE ASSUMED TO BE 2000 PSF. PROJECT TITLE- 33 REF:ATT 30KW GENERATOR PACKAGE CONDUIT PLUG 3.0 CONCRETE o 0UL REGISTRATION NUMBER:MH 8459 FOR SPARE CONDUIT 3.1 MEET OR EXCEED THE FOLLOWING CODES d STANDARDS: EASTMO N T - U.L. 142 DOUBLE WALL FUEL TANK BASE SPECIFICATION CONDUIT COUPLING DESIGN :ACI3 18-I I N FUEL TANK BASE CONSTRUCTION: CONSTRUCTION :ACI301 FA ID# 10092437 € am • BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES STANDARD DETAILING :CR51 MANUAL OF STANDARD PRACTICE _o 03 I UL-142. BE CONSTRUCTED IN ACCORDANCE WITH FLAMMABLE E COMBUSTIBLE LIQUIDS EXPANSION JOINT REINF.STEEL :ASTM A 615 GRADE 60,DEFORMED r, J PROJECT INFORMATION: u1 CODE,NFPA 30;THE STANDARD FOR INSTALLATION E USE OF STATIONARY COMBUSTIBLE MIXING :ASTM C 94.READY MIX CONCRETE f,i 1 `f OF EV'~ i�'"T 9506 19TH AVENUE SOUTHEAST -0 -S ENGINE 6 GAS TURBINES,NFPA 37;AND THE STANDARD FOR EMERGENCY*STANDBY AIR ENTRAINMENT :ACI 318 AND ASTM C-260 rrk ' _ EVERETT,WA 98208 0- POWER SYSTEMS,NFPA 110. AGGREGATE :ASTM C 33 AND C 330(FOR LIGHT WEIGH it • �'E- ��tgL DFOR Y)" -- e - 2 3 , • ANCHORS MINIMUM(4)@ 5/8"FOR GEN-SET MOUNTING 3.2 CONCRETE STRENGTH AT 28 DAYS SHALL BE 4000 PSI MINIMUM � ! SNOHOMISH COUNTY E SUB BASE TANK TESTING:PRIMARY TANK$SECONDARY CONTAINMENT BASIN SECTIONS 3.3 DO NOT FIELD BEND OR WELD TO GRADE GO REINFORCED STEEL SHEET TITLE: o SHALL BE 1 II I r 3.4 PROVIDE AIR ENTRAINED CONCRETE WITH AIR CONTENT OF 5 TO 7%FOR ALL CONCRETE EXPOSED TO EARTH OR WEATHER. ° PRESSURIZED AT 3-5 PSI AND LEAK-CHECKED TO ENSURE INTEGRITY OF SUB BASE WELD 3.5 MAXIMUM AGGREGATE SIZE:3/4" FOUNDATION DETAILS t ° SEAMS 3.6 DO NOT USE IN ADMIXTURE,WATER OR OTHER CONSTITUENTS OF CONCRETE WHICH HAS CALCIUM CHLORIDE. 'I m • PER UL-142 STANDARDS 3.7 MINIMUM COVER FOR REINFORCING STEEL SHALL BE AS SHOWN ON PLAN. 8 LA FUEL FILL:5 GALLON SPILL CONTAINMENT WITH ARM CONDUIT ELBOW PROPOSED 4.0 FOUNDATION$EXCAVATION NOTES • 40%REMAINING FOR ALARM CONDUIT 4.1 SLAB SHALL BE CONSTRUCTED UPON UNDISTURBED,NATURAL SUBGRADE OR COMPACTED GRANULAR FILL WITH AN ASSUMED SCALE: NONE u g • 20%REMAINING FOR SHUT-DOWN MINIMUM NET ALLOWABLE BEARING CAPACITY OF 1800 PSF. . /// FACTORY PRE-SET AT 95%FULL FOR ALARM 4.2 ALL ORGANIC AND/OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FRO FOUNDATION$SLAB SUBGRADE$BACKFILL AREAS. `0 FUEL CONTAINMENT BASIN:SUB BASE TANK SHALL INCLUDE A WELDED STEEL CONTAINMENT E THEN BACKFILLED WITH ACCEPTABLE GRANULAR FILL COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 12 BASIN,SIZED AT A MINIMUM OF 1 10%OF THE TANK CAPACITY TO PREVENT ESCAPE OF SLI PJOI NT DETAIL O CONTENT(ASTM D 1557). 0 ✓ FUEL INTO THE ENVIRONMENT IN THE EVENT OF A TANK RUPTURE. A FUEL CONTAINMENT 4 4.3 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY WATER,FROST,OR ICE FROM PENETRATING ANY NUMBER 44882 m BASIN LEAK DETECTOR SWITCH SHALL BE PROVIDED. SCALE:NTS FOOTING OR STRUCTURAL SUBGRADE BEFORE$AFTER PLACING OF CONCRETE.AND UNTIL SUCH CONCRETE HAS FULLY CURED. SHEET N O NUMBER A—5 ,