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12/05/ 012 12:03 9528872796 VARDSCAPES #2357 P. 003/005 <br /> 3340 Graham Hill Road,Urono,Minnesoca <br /> Au};ust 17,2012 - <br /> 1'age 2 0�2 <br /> pirect eoneentrated surfac;e drainage away from rhe walls. The wall design was performed using[he <br /> design guidelines presented in Che third edition of[he"Design Manual for Segmen[al Retaining Walls" <br /> (DMSRW)publi5hed by NCMA in ZOa9. If soil conditions,proposed wall layouts, or other design <br /> paramecers vary from lhat assumed, a revised analysis may b�needed. Please call me if you have Any <br /> questions or need more information. Thank you. <br /> i <br /> Sincerely, <br /> _�, _> <br /> l - .� - <br /> � <br /> Paul Schimn�wski,PE <br /> DESIGN ARAMET�RS AND PRO SIONS <br /> 1.R��'ER TO HO�T�DER RETATNING WAL�.TNDUSTRY STANDARD SPECIFICATTONS, <br /> 2. SEE PRODUCT MANUPACTURER INSTALLATION RECOMM�NDATIONS P�R CONSTRUCTION <br /> SEQ�NCE AND fNSTALLAT�ON'NOTES. <br /> 3_NO PRUDUCT/MATERI.A�.SUBSTITUTTONS W1LL B�ALLOWED WITHOUT P�tTOR WRITT�N <br /> � PERMXSST�N OF KBC�CONSULT1NCr,INC_ <br /> 4.OWN�R OR OWNER'S REPRESENTATTVE IS RESPONSIBL�FOTt ENSURING THB CONDTTtONS <br /> STATED�TERETN ARE ACCURATE PR1012 TO AND DCJRING CONST�tUCTION. NOTiFY KBH <br /> CONSULTI�NG,INC.1N W 127TTNG OF ANY DTSCREPANCY�S OR CHANGFS TO THE COIV�T�JTiONS <br /> SHOWN ON'�HESE DOCUM�NTS. <br /> S.REFER TO WALL ELEVATYON NOTES FOR WALL SURCHA�tCrE LOADINGS AND SLOPES AT TOP <br /> AND BOTTOM OF WALL(S).REFER TO WAT.L CALCULA'f10NS FOR BEARTNG CAPACITY <br /> � REQT�IREMENTS. <br /> 6. FINAL SITE GRADES AND ROOF DT2AINS SHALL DTT2ECT RUNOFF AWAY FROM ANY <br /> RETATNING WALLS. <br /> 7.KBH CONSULTING,INC.ASSUMES NO LTABILITY FOT2 TNTBRPRETATION OF SUBSURFACE <br /> CONDITIONS,SUITAHYLITY OF SOIL D�STGN PARAMET�RS AND INTERPR�'TATJONS OF <br /> SUBSURFACfi CrROUNDWATER CONDTTIONS. <br /> 8.THE OWNER OR�WNER'S REPR�SENTATIVE IS RESPONSIBLE FOR CON'TACTING THE WAT,C. <br /> DESIGN ENG1IV��ER TO SCHEDULE A S7T�VISIT PRIOR TO THE START OF BT,OCK PLACEMENT. <br /> 9_THE WALL D�STGN WAS PERF�RM�D USING DESIGN GUYD�L.INES PRESENT�b TiV THE THIRD <br /> EDITION 0�THE"DESIGN MANUAL�OTt SEGMENTAL RETAYNING WALLS"(DMSI2W).PUBLISHED <br /> BY NCMA IN 2UU9. <br /> 1�.TH.E DESrCxN�F THIS RETAINING WA�.C.WAS BASED UPON YI��OT�MATION NOTED ON TT�E <br /> KEY PLAN. - <br /> I 1.THE INFORMATT�N pROVIDED WITHIN THESL'DOCUMENTS IS FOR TH�STRUCTURAL <br /> pL�STGN OF THE PROPOS�D WALT.(S)ONLY. THE REQUIREMBNTS FaR AND/OR WORK REI.ATBD <br /> TO HANDRAILS,GUARL�I2AILS,OR OTHER LIFE/SAFETY 1SSU�S ARE EXCLUDED FROM TH6SE <br /> DOCUM�NTS AND ARE TO BE PROVIDED BY OTT��RS. <br /> 12.RESPONSYI3TLTTY FOR GLOBAL/SLOPE STABILTT'Y 12ESTS WJTH THE SITE C1VIL 0�2 <br /> G�OT�CHNJCAL ENGTNEER. <br /> CRITERIUM-SCH{MNOWSKI�NGINEERS <br /> TEL 651 779-7700 <br /> � ( <br />