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. ����'�� +!� .� :,�r. <br /> - s <br /> � <br /> � <br /> GENERAL NOTES: GENERAL NOTE�: <br /> DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS: <br /> 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMEfERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) <br /> ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. <br /> CALCULATIONS FOR THE BOULDER RETAINING WALL: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED <br /> EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> � C Y SOIL TYPE AS DIRECTED BY THE ENGINEER PRIOR TO WALL <br /> RETAINED SOIL 32' 0 120 PCF IMPORT GRANULAR CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY <br /> FOUNDATION SOIL 26' 0 120 PCF SANDY LEAN CLAY AND MINIMIZE SETTLEMENT. <br /> SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE <br /> BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL INSPECTED FOR GROUNDWATER CONDITIONS. ANY <br /> CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD <br /> SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS <br /> 2. THE WALL IS DESIGNED TO SUPPORT THE FOLLOWING DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> MAXIMUM SURCHARGE LOADINGS: S H EET I N D EX <br /> LIVE LOAD: 50 PSF SIDEWALK 4. ALL STRUCTURALLY PLACED BACKFILL MATERIAL SHALL BE <br /> BACK SLOPE: 10:1 MAX PAGE DESCRIPTION TESTED AND APPROVED BY THE ENGINEER, MEETING THE <br /> MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS <br /> SEISMIC: NOT APPLICABLE OR SPECIFICATIONS. <br /> 1 TITLE SHEET <br /> 3. THE WALL FOUNDATION SOILS AT BOULDER WALL LOCATIONS 2 SITE PLAN <br /> SHALL BE CAPABLE OF SAFELY SUPPORTING 2,000 PSF 3 TYPICAL WALL SECTION DETAILS 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER <br /> WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL FOR MOISTURE, DENSIIY, AND COMPACTION PERIODICALLY <br /> BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE (EVERY 2 VERTICALLY, 100 -200 C/C) MEETING THE <br /> GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS <br /> AND PRIOR TO WALL CONSTRUCTION. <br /> OR SPECIFIC:ATIONS. <br /> SUGGESTED QUALITY ASSURANCE PROVISIONS: <br /> 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED <br /> ENGINEER OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL <br /> CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE <br /> SITE GEOTECHNICAL ENGINEER, A QUALIFIED GEOTECHNICAL <br /> ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE <br /> MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL <br /> PERFORMANCE. <br /> COPYRIGHT (c) 2007 BY CML SOLUilONS CROUP, LLC. <br /> Desiqned By: Pmjsct Reg'�atr�ion No: I hereb eerti that this Ian s ec�cation, or report was <br /> No. Date Rwiaion y �' P <br /> CIVIL SOLUTIONS GROUP LLC TPH 25493 ro a►�, b me o� under m ��et.superviaion and that <br /> ' BANKS RESIDENCE Pom duy{ice s d Profsuionel Enginesr under the lawa <br /> 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 xai,; ORONO, MN Preject No: oi the Sf mnesoto. <br /> BLOOMINGTON, MN 55431 N�q o7-48I <br /> \, PHONE: (952) 294-4755 Tttle: <br /> FAX: (952) 294-4595 �•� TITLE SHEET °ro"'�"° NOG p(t1��' <br /> 17 OCT 07 �O�" <br /> MIKE@CSGMN.COM I blichael R. dohnson, P.E. <br />