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PROPOSED ROUND CONCRETE CAP „ <br /> SINGLE UNISTRUT NON-FUSED <br /> (HORIZONTALS) DISCONNECT <br /> 480,200A <br /> PROPOSED PROPOSED \ /O I <br /> SERVICE 480V TO 208V 6"DIA.STANDARD PIPE V <br /> ta <br /> ENTRANCE STEPDOWN XFMR <br /> 480/277V, NEMA 3R FILLED W/CONCRETE AND v <br /> 3P,4W,225A PAINTED WITH RUST PRIMER <br /> AND PAINTED YELLOW <br /> PROPOSED <br /> PROPOSED 208/120V,3P,4W <br /> UTILITY VOLTA PANEL#1 <br /> METER <br /> FINISH GRADE <br /> �N. P,t4V.?.../ <br /> UNDISTURBED c <br /> cn <br /> CONCRETE j rA I tt���.6. NATIVE iz <br /> --1 ^ BASE ���'��,, I �Q�� SOIL Z <br /> II �� IN I. �`, 2 <br /> ru- <br /> o 8., 2._6„ 6„ 1,/6„ i,; 2,_0„ ,,� 1,_6„ I (2) " : ' 0k, } <br /> 1'-2 7/8" REBAR .0� . . ``� <br /> DOUBLE UNISTRUT EACH ���_____ � <br /> 8 (VERTICALS) <br /> WAY 3"CLR. <br /> THRU TYP <br /> TABLE 1: VEHICULAR RATED BOLLARD TABLE " <br /> LDC E�sh..a"8 <br /> ASSUMED IBD 2018 SOIL LATERALLY RESTRAINED AT NOT LATERALLY RESTRAINED <br /> • 12"0 3000 PSI PARAMETERS SURFACE AT SURFACE <br /> 4 CONCRETE PIER NET LATERAL . . =,, <br /> v 5-1/2 SACK MIX W/ ALLOWABLE BEARING DIAMETER(X) DEPTH(Y) DIAMETER(X) DEPTH(Y) <br /> 3/4"CHAMFERED BEARING PRESSURE <br /> EDGE ` 4000 400 24" 3'-3" 36" <br /> N. � - `Law_ 3000 200 24" 4'-3" 36" <br /> I 7-0" <br /> iI 5'-3 5/8"TYP I 2000 150 24" 36" <br /> f-- 1500 100 24" 5'-5" 36" 9'-6" <br /> 8828 1 REGISTERED <br /> ARCHITECT <br /> e <br /> H-FRAME DETAIL ® NOT USED ® BOLLARD DETAIL <br /> 22"x 34"SCALE:1/2"=1'-0" 11"x 17"SCALE:1/4"=1'-0" SCALE:N.T.S. SCALE:N.T.S. <br /> RICHAR 41 <br /> STATE OF WASHINGTOtN <br /> EXPIRES:B-2O-23 v <br /> JOB NAME <br /> SAFEWAY#1484 <br /> 4128 RUCKER AVE, <br /> EVERETT,WA 98203 <br /> SHEET TRLE <br /> DETAIL SHEET <br /> 3 3rt-22 S3S IC13100) <br /> 2 3-15-22 REVISED(C05D) <br /> 1 12-7-21 PRELIMINARY(GOSH) <br /> REV DATE DESCRIPTION <br /> C <br /> REVIEWED FOR PERMIT <br /> D-3 <br /> NOT USED NOT USED NOT USED <br /> e SCALE:N.T.S. <br /> SCALE:N.T.S. e SCALE:N.T.S. <br /> I <br />