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APPROVED BLD2022-0061+Structural_Details+1.18.2022_10.22.14_AM+2625976
1 2 3 4 5 0 REFLECTIVE TAPE, TYP. 4"0 STL. SCH. 40 PIPE, CONCRETE —FILLED WITH BLUE OR —GREEN PLASTIC BOLLARD SLEEVE WITH REFLECTIVE TAPE. SLEEVE PROVIDED BY EVgo PER EVgo DESIGN STANDARDS GRADE < < 'T mr — III III III IIIII I —III d 11—III III=III III —III III i =11 1=1 11=1 =1 I I I 1 1 1 1 H 1=1 —ITI=I l 1 1 I 1 1= a 1 1=ITI — 1=1 1=1 1=1 1- H I I I I I I IIT d I I I I TI ITI ITI IT � II � l—1 i —111- II �— II1 1III—ITI=i I I I I I I III III I I I I—ITI—ITI=i �_ II II11= 1 1ITII'' .-I1Ii—iT- o —1 I1=1 I I1 I- ;n I ° I I I I I I I I I I I I T' =ITI I I I=ITI- I.I III 1= d I I=111-1 —III I 1 ° III1I I- 11 T1— 11=1111 =1 T a l 1 III—ITI- I � I1 � 1= 11=ITI1 �—J III=III II=III- a II -III - FIXED CD I - I < ;CD 'a I IIIII II 1111 a = I a 11 ° _ II 111111 I L IIIIIII d � 111I1 d a a HDPE SLEEVE IDEAL SHIELD: REM —LOCK-04—GALV (PROVIDED BY EVgo) —HIGHLY VISIBLE REFLECTIVE TAPE, TYP. 4"0 STL. SCH. 40 PIPE INSTALL HASP FACING AWAY FROM "—PARKING STALL (WHEN APPLICABLE) COMBO. MASTER PADLOCK MODEL #: 175 L< I ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 4" DIA FIXED. BOLLARD DETAIL 2 4" DIA. REMOVABLE BOLLARD DETAIL 3 SIGN POST FOUNDATION SCALE: 3/4" = V-0" G-100 SCALE: 3/4" = 1'-0" G-100 SCALE: 3/4" = V-0" ANk —1. I I N CONDUIT ENTRY DETAIL 1/E-7.0 CONCRETE PAD 10y4" 9 y4„ 11" CONDUIT ENTRY "'% 1. of IJ I 2'-5" 3'-0" 1y4» Y2"O x 3Y4" EMBEDMENT HILTI KB TZ STAINLESS STEEL ANCHORS, TYP. 4 PLCS. CONCRETE PAD ^BI'llIIIIIi, —1. REF: DELTA DC CITY CHARGER ' 4 DELTA CITY CHARGER CONCRETE PAD PLAN G-100J SCALE: 1" = 1'-0" fYP. FRONT VIEW CONCRETE PAD SECTION SCALE: 1" = V-0" Y"O x 3Y4" EMBEDMENT HILTI KB TZ STAINLESS FRONT " 5 1 DELTA 350KW CHARGER CONCRETE PAD PLAN G-100J SCALE: 1" = 1'-0" \\\\\\\\\\\\ #5 BAR ©9" O.C, E.W. CONCRETE PAD SECTION SCALE: 1" = 1'-0" REF: DELTA POWER CABINET Y" DIA. HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS 3Y4" MIN. EMBEDMENT OR ENGINEER APPROVED EQUAL. (4 PER UNIT) FIR APPROVED PLANS MUST BE g" THICK. RAY ON JOB SITE (8) %" DIA. HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS CONCRETE NOTES 1. ALL CONCRETE WORK SHALL COMPLY WITH ACI 301 & 318 LATEST EDITION. 2. ALL SLAB ON GRADE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 302.IR. 3. CONCRETE SHALL BE: 2,500 psi @ 28 DAY COMPRESSIVE STRENGTH, TYPE I/TYPE II CONCRETE 4. MAXIMUM SLUMP 4". WATER TO CEMENT RATIO: FROM .47 TO .53 5. AGGREGATE GRADATION AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 302—IR. 6. REINFORCEMENT SHALL BE ASTM A615 GR60. 7. MINIMUM CONCRETE COVER SHALL BE 3" TO EARTH, 1.5" TO SKY. SPECIAL INSPECTIONS 1. ANCHOR ELECTRICAL EQUIPMENT WITH HILTI KB TZ STAINLESS STEEL ANCHOR BOLTS, OR APPROVED EQUAL. INSTALLATION AND SPECIAL INSPECTION PER SECTION 4.3 AND 4.4 OF ICC REPORT ESR-1917. ANCHOR BOLT INSTALLATION TORQUE: 3/8"0 — 25 LB. —FT. TORQUE 1/2"0 — 40 LB. —FT. TORQUE 5/8"0 — 60 LB. —FT. TORQUE E D APPROVED BY CITY OF EDMONDS BUILDING 6 DELTA CABINET AND SWBD-EV CONCRETE PAD PLAN G-100J SCALE: 3/4" = 1'-0" SEE G-101 CONCRETE PAD SECTION SCALE: 3/4" = 1'-0" DIVISION Jan 31 2022 0 I N EQPM _ 0 I N C�? A 'I_YMYFR E N G I N E E R S 1101 MARINA VILLAGE PARKWAY# 10C ALAMEDA, CA 94501 510.521.3772 �Q �%—fW � y��'�G t r� AL W co Cn a) co p rn rn OLL Q� O(D0 Z=O �o2i m 0 w N ol z w Q z 0 > LLI [21 ORIGINAL SIZE 24"X36" SHEET SIZE ARCH "D" 0 y^ 1" APROJECT # 221193 SHEET TITLE STRUCTURAL RECEIVED DETAILS Jan 18 2022 BLD2022-0061 CITY OF EDMONDS SHEET NUMBER DEVELOPMENT SERVICES DEPARTMENT S-1 .0