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PLANS PREPARED FOR: <br /> Sprint <br /> PROJECT MANAGER <br /> • <br /> NEW CABINET <br /> 10590 WEST OCEAN AIR DRIVE <br /> SUITE 300 <br /> \ SAN DIEGO, CA 92130 <br /> PLANS PREPARED BY: <br /> CONCREillaTE <br /> FULLERTON <br /> — ENGINEERING DESIGN <br /> ,, 4 -, 4 5 A <br /> I . ., ° I 1100 E.WOODRELD ROAD,SUITE 500 <br /> C SCHAUMBURG,ILLINOIS 60173 <br /> 1 TEiO L 1/2`0 HILT] KWIK BOL TZ COA#3150 <br /> I' <a EXPANSION ANCHORS W/MIN. www.FullertonEngineering.com <br /> 3-1/4' EMBEDMENT <br /> (TYP OF 4 PER CABINET BASE KIT) —ENGINEERING LICENSE&SEAL: <br /> ,. , ur4 <br /> I HEREBY CERTIFY THAT THESE DRAWINGS WERE <br /> — _ PREPARED BY ME OR UNDER MY DIRECT <br /> #4 0 12 O.C. SUPERVISION AND CONTROL. AND TO THE BEST <br /> OF MY KNOWLEDGE AND BELIEF COMPLY WITH <br /> \ O MID DEPTH THE REQUIREMENTS OF ALL APPLICABLE CODES. <br /> -...- •g OvWASlp4 Oq • <br /> 9- ' / / <br /> CABINET CONNECTION SCALE: N.T.S. 2 <br /> �ssloNALVN4—' <br /> i/ SMOOTH FORM TOP DRAWING NOTICE <br /> & SIDE OF SLAB 1* THESE DOCUMENTS ARE CONFIDENTIAL AND ARE <br /> lo CHAMFER I '* <br /> THE SOLE PROPERTY OF SPRINT AND MAY NOT BE <br /> \ REPRODUCED,DISSEMINATED OR REDISTRIBUTED <br /> T/GRADE WITHOUT THE EXPRESS WRITTEN CONSENT OF <br /> /� i�I.. .o•.) !-•Ii .���.�. 41 A i t 11• . )'' �L'!'0�i 41 i' I •r I% �r \�\ \ SPRINT. <br /> } REVISIONS: <br /> j/\ /\\//\/\/�// \\\ /\\\/> \ \' /\/\/\/\"/\/\/\/\""/�/%//\/ aD N DESCRIPTION DATE BY REV <br /> 3' /4 O 12' 0.C. r NEW 6' THICK (MIN.) REV 0 7/10/18 MH 0 <br /> O MID DEPTH 6 COMPACTED GRAVEL COMPACTED GRAVEL—SLOPE TO <br /> MH B <br /> (MIN.) 6- MIN. COMPACTED GRANULAR RLL MAINTAIN POSITIVE DRAINAGE REV A 5/118/18 PD A <br /> ,114,74.--*csijP..r..4-47%;x- �. <br /> SITE CASCADE ID: <br /> SECTION A o ' �'�Po SE52XC205 <br /> '�Iy'�� SITE NAME: <br /> CONCRETE NOTES: EXISTING SUBGRADE SHALL NEW MIRAF1 500X WEED PORT GARDNER <br /> BE FREE OF ALL ORGANICS CONTROL FABRIC OR <br /> 1. MEET OR EXCEED THE FOLLOWING CODES AND STANDARDS: 2. CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM 28 DAY OR UNSUITABLE MATERIAL APPROVED EQUAL SITE ADDRESS: <br /> COMPRESSIVE STRENGTH OF 4000 PSI. <br /> DESIGN ACI 318 2599 MADISON ST. <br /> CONSTRUCTION ACI 301 3. PROVIDE AIR ENTRAINED CONCRETE WITH AIR CONTENT OF 4X NOTE: EVERETT,WA 98203 <br /> HOT WEATHER PLACEMENT ACI 305 TO 7%. FOR ALL CONCRETE EXPOSED TO EARTH OR WEATHER WEED CONTROL FABRIC SHALL BE USED UNDER ENTIRE <br /> COLD WEATHER PLACEMENT ACI 306 PROPOSED GRAVELED AREA. CONTRACTOR SHALL INSTALL FABRIC PROJECT: <br /> CEMENT ASTM C-150 (TYPE I) 4. ALL REINFORCING STEEL SHALL BE GRADE 60. PER MANUFACTURER'S RECOMMENDATIONS. <br /> REINFORCING BARS ASTM A-615 5. MINIMUM CONCRETE COVER FOR REINFORCING BARS: DO MACRO AND <br /> WIRE MESH ASTM A-185 A. CAST AGAINST AND EXPOSED TO EARTH: 3' MIMO UPGRADE <br /> NORMAL WT AGGREGATE ASTM C-33 <br /> MIXING ASTM C-94 a EXPOSED TO EARTH OR WEATHER (NO 5 AND SMALLER): 1 1/2` <br /> ADMIXTURES ASTM C-494 C. EXPOSED TO EARTH OR WEATHER (NO 6 AND LARGER): 2` SHEET DESCRIPTION: <br /> AT ENTRAINMENT PORTABLE 2� 6. NO ADMIXTURE SHALL CONTAIN CALCIUM CHLORIDE. EQUIPMENT <br /> DETAILING CRSI MANUAL OF STANDARD PRACTICE 7. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT DETAILS <br /> REINFORCEMENT. <br /> DWG INFORMATION: SHEET NUMBER: <br /> CONCRETE PAD DETAIL SCALE: N.T.S. 1 YARD DETAILDRAWN BY: MH <br /> SCALE: N.T.S. 3 CHECKED BY: ST (�C—8 <br /> PROJECT# 2018.0128.0033 ,e.,:,.. <br /> ( n. . , . <br />