2017-01427-issued? - retaining wall

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ti , Q ��[��s�� j�� � � � � ��'�/�� � R�v�e��ed €�r Co�e NQV p � 2011 ° �e�np�:a�ce Ci� �Y�,��o � �? z , �c:�;;� /� / CITY OF OROt�O Q F�ea✓i��:�° � ��'� � � � 0 � � z $ w � GENERAL NOTES: GENERAL NOTES: S � DESIGN PROVISIONS: (SUGGESTED QUALITY ASSURANCE PROVISIONS CONTTNUED) � 1. THE FOLLOWING EFFECTTVE STRENGTH PARAMETERS WERE ASSUMED IN 2. WALL CONSTRUCTION SNALL BE SUPERVISED BY A QUALIkTED HNGINEER OR THE PREPARATION OF THE STRUGTURAL CAI.CUTATIONS FOR THE TECHNICIAN TO VERIFY FIELD AND SIT'E SOIL CONDITIONS.IF THIS WORK IS o BOULDERS RETAINING R7ALL SYSI"EM: NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A QUALIFIED � . GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED IIV THOSE � � � 'y SOIL TYPE �� l MATTERS PERTAIIVING TO THE SOIL CONDITIONS AND WALL PERFORMANCE. 8 RETAINED SOIL 34° 0 PSF 120 PCF SELECT GRANULAR /`��9 3. THE FOLTNDATTON SOILS AT THE BASE OF THE WALLS SHAI.L BE INSPECT'ED BY TNE GEOT'ECHTIICAL ENGINEER ANY LTNSUITABLE SOILS OR IMPROPERLY o FOUNDATION SOIL 32° 0 PSF 120 PCF SILTY SAND Y � ` 1 COMPACTED EMBANKMENT MATERIAL SHAI.L BE REMOVED AND REPIACED � �_ " / AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO p CDP WAS PROVIDED NO SOILS INFORMATION FOR THE PROJECT. THE SOILS ��- �� PROVIDE ADEQLIATE BEARING CAPACITY AND MITTIMIZE SETTLEMENT: a INFORMATION WAS PROVIDED BY ADVANCED WALL STRUCTURES. � �� 4. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR � 2. THE WALLS ARE DFSIGNED TO MEET THE FOLLOWING DESIGN PARAMETERS �—' GROUNDWATER CONDITIONS. ANY ADDITTONAL DRAINAGE PROVISIONS N AND MAXIMUM SURCHARGE LOADINGS: REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL � CONSTRUCTTON AS DIRECTED BY THE GEOTECHNICAL ENGINEER x LTNIT TYf'E: BOULDERS � LNE]AAD: 250 PSF 5. WALL BACKFILL MATERIAL SHALL BE TES"CED AND APPROVED BY THE 5 DEAD LOAD: 0 PSF ENGINEER, MEET'Il�iG THE MINIMUM REQUIREMENTS OF THE APPROVED �' BACK SLOPE: NONE --- DESIGN PIANS OR SPECIFICATIONS. � 3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF SHEET INDEX 6. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER FOR � SAFELY SUPPORTING THE MINIMUM APPLIED BEARIlVG PRESSURE AS SHOWN — MOISNRE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2' � ON THE WALL PROFILES WITHOUT FAILURE OR EXCESSNE SET'TLEMENT. SHEET DFSCRIP'TION VERTICAI.LY, 100'-200'C/C}MEE'ITNG THE MINIMIJM REQUIREMENTS OF THE � LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SIT'E APPROVED DESIGN PLANS OR SPECIFICATIONS. GEOTECHIJICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR 1. TTTLE SHEET � TO WALL CONStRUCTION. Z. g�p� 7. THE CONTRAC fOR SHALL ESI'ABLISH AND MAINTAIN QUALITY CONTROL � 3. WALL 1 ELEVATION FOR THE CONSTRUCI'iON OF THE WALL TO ASSURE COMPLIANCB WITH S[JGGESTED QUALTTY ASSURANCE PROVISIONS: CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF 1TS QUALITY �3 4. WALL 1 ELEVATION CONTROL. 2 1. MULTIPLE CONTRACTORS (FENCE,WALL, GRADING, ETCJ MAY BE USED TO 5. WALL SECT'IONS o COMPLETE THE OVERALL PROJECT AS SHOWN ON THESE SHOP DRAWINGS. S. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE � PIANS DO NOT DEFINE SCOPE OF WORK FOR INDMDUAL ENTTTIES. SEE VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WI'fH o� CONTRACT DOCUMENTS FOR SPECIFIC DETAILS ON THE SCOPE OF WORK APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTl1RE GEOMETRY d THAT WILL BE PROVIDED BY ALL PARTIES. OR DFSIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO � PROCEEDING WITH CONSTRUCTTON. � A � � I�j��.�D � � � �� � �Nv✓ s � � � �+e�Br �1� �"°"�'�Ot I hemby thie lan,s on or tePort was Prepared bY cg i a� �°° �+ MR� ORONO PRESERVE 48216 me or y i su t I am a duly Licrnsed CIVIL DESIGN Z �, ORONO,MWNESOTA �� Pro $� ► ScareofMinneeom. � = i�.os�5 � �3 I� �"� k` I:' `� �s � �� i� ;-� I., � 4 � z�� 0 � 960➢LYNDALEAVCNU¢901TR1,eU17EmoffiOW/PX3['O�i,HN.9.SNq 5 � TITLE SHEET �""'� � Io%1.4/�011 reot�e��sv 3oss�u�rew t��as:-iseo i w�ena www.c�aus.00x OCT'24�2017 � m,.wn,o..+w�uu.mco..a.�o.�nno.�nar. 6 1 CURTIS J.DERICHS�P.E.