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. <br /> - � � � � ARO�n COPY <br /> m <br /> � �� � — o��fz-N <br /> � <br /> � <br /> � <br /> Z <br /> 0 <br /> � <br /> W <br /> �. <br /> 0 <br /> a <br /> � � - <br /> � <br /> W <br /> 0 <br /> � <br /> > <br /> U <br /> � <br /> O <br /> F- <br /> z <br /> w <br /> � <br /> ° GENERAL NOTES: GENERAL NOTES: <br /> W <br /> ? DESIGN PROVISIONS: (SUGGESTED QUALITY ASSURANCE PROVISIONS CONTINUED) <br /> � <br /> = l. THE FOLLOWING EFFECTNE STRENGTH PARAMETERS WERE ASSUMED IN 2. WALL CONSTRUCT[ON SHALL BE SUPERVISED BY A QUALIFIED GNGINF,ER <br /> ~ THE PREPARATION OF THE STRUC7�URAL CALCULATIONS FOR THE CUT OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL COND[TiONS. [F THIS <br /> � <br /> � GRAN[TE RETAIN[NG WALL SYS'rEM: WORK [S NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A <br /> �, QUALIF[ED GEOTECHN[CAL ENGINEER/TECHNIC[AN SHALL BE CONSULTED <br /> `� SOILTYPE IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL <br /> o � C y PERFORMANCE. <br /> 0 <br /> ¢ RETAINED SOIL 30° 0 PSF 120 PCF PIT RUN SAND <br /> � 3. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BG WSP�CTED <br /> � FOUNDATION SOIL 26° 0 PSF 120 PCF SANDY LEAN CLAY BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPER�Y <br /> � COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED <br /> o NO SO[LS INFORMATION PROVIDED. A SUBCUT MAY BE REQUIRED AND AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO <br /> � STRUCTURAL FILL SHALL BE PLACED AND COMPACTED TO PROVIDE AN PROVIDE ADEQUATE BEARING CAPACITY AND MIN[M[ZE SETTLEMENT. <br /> p ADEQUATE BEARING FOUNDATION. IF ONSITE SOILS DIFFER FROM <br /> a PARAMETERS SHOWN ABOVE CONTACT CDP IMMEDIATELY AND A REVISED PLAN 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR <br /> �. <br /> � MAY BE REQUIRED. GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS <br /> �. <br /> � REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL <br /> � 2. THE WALLS ARE DESIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER. <br /> = AND MAXIMUM SURCHARGE LOADINGS: <br /> � <br /> a 5. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE <br /> o UNIT TYPE: CUT GRAN[TE UNITS, 15°BATTER ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED <br /> �. <br /> � REINFORCEMENT: GRAVITY DESIGN PLANS OR SPECIFICATIONS. <br /> � <br /> � DESIGN METHOD: COULOMB <br /> � LNE LOAD: 50 PSF 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER <br /> � DEAD LOAD: NONE FOR MOISTURE, DENSITY, AND COMPACT[ON PERIODICALLY (EVERY 2' <br /> z BACK SLOPE: NONE VERTICALLY, 100'-200'C/C)MEETING THE M[NIMUU REQL'[REMENTS OF THE <br /> m TOE SLOPE: 6H:1V APPROVED DESIGN PLANS OR SPECIFICATIONS. <br /> =' SEISM[C: N/A <br /> z HYDROSTATIC: DRAINAGE PROV[DED SHEET INDEX 7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL <br /> � <br /> FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH <br /> 0 3. THE FOUNDATION SOILS AT THE WALL LOCAT[ONS SHALL BE CAPABLE OF SHEET DESCRIPTION CONTRACT REQUIRGM�NTS AND MAINTAIN RECORDS OF ITS �UALITY <br /> S SAFELY SUPPORTING THE MINIMUM APPLIED BEARING PRESSURE AS SHOWN CONTROL. <br /> ~ ON THE WALL PROFILES WITHOUT FA[LURE OR EXCESSNE SETTLEMENT. <br /> � <br /> LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE S[TE 1. TITLE SHEET <br /> SITE PI_AN 8. ALL WALI ELEVATIONS, GRADES, AND BACK SI,OPE CONDITIONS SHALL BE <br /> o GEOTECHNICAL ENG[NEER AFTER FOUNDATION EXCAVATION AND PRIOR �� VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH <br /> � TO WALL CONSTRUCTION. 3. WALL lA ELEVATION APPROVED DESIGN PLANS. ANY REVISIONS TO THE STRUCTURE GEOMETRY <br /> 0 4. WALL 2 AND" ELEVATION OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO <br /> z SUGGESTED QUAL[TY ASSURANCE PROVISIONS: 5. GRAVITY WALL SECTION A-A PROCEEDING WITH CONSTRUCTION. <br /> 0 <br /> o l. 1vtULTIPLE CONTRACTORS (FENCE, WALC, GRAD[NG, ETCJ MAY BE USED TO 6. GRAVITY WAI.L SECTION B-B <br /> a COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. <br /> � PLANS DO NOT DEFINE SCOPE OF WORK FOR [NDIVIDUAL ENTITIES. SEE <br /> U <br /> m CONTRACT DOCUMENTS FOR SPECIF[C DETAILS ON THE SCOPE OF WORK <br /> � THAT WILI.B[:PROVIDED BY ALL PARTIES. <br /> 0 <br /> c <br />. � <br /> S <br /> a t����e���{i;r. P�oi=«: K'�"r'ru°°No: I hereby certit�that this I i,sp ification,or report uas prepared b�. <br /> a N°. �a" R`°„�°° ��;r SRS � 25493 me or under ny dir t � pen�.ion and that I am a duly Licensed <br /> o GONYEA GRANITE CUBE WALLS <br /> � �����E��GN � DRONO,MINNESOTA Professionai ng'it � j t Iawsof�heSrateofMinnesota. <br /> °- Z Scale, Projecr No: <br /> c <br /> � �)� � 3 N.T.S. 14-0694 <br /> �� ' � 4 r��i.: <br /> —' NM9LYNDALEA�ENUE�UTH SUIh20CdLUVMINGTI)N MN5512o [ l)are�. TTTT F CNF FT 1he<tNv. /�//�/�� <br /> � 1 HIJNE:l95t1 H�1551L I PA%17651)9L19P9 I WEBCI7t WWW(.DPUS.COM J + ++L+� v+++-�+-�+ � Da[r: �/VI/�'Vrf <br /> � �,,,� �Pa��,9a �sw�_o_�,��� ��a�,�.mx���� � DEC l,2014 <br /> MICHAELR.JOHNSON,P.E. <br /> � <br />