2005-P09072 - retaining wall - Laserfiche WebLink

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. - CiT� dF ORON4 :,� �ITE PI.AN .�C GRADlNG PLA�1 �'��`��'rCaa'�1� , ;� ��'�s�� i�"'�� {1�10N5 � ��_l;� ;��'� �, �J ORONO MINNESOTA � �� -- _ � ��. � �-�Z-�� � GENERAL NOTES: GENERAL NOTES: DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS: �. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT EACH WALL LOCATION SHALL BE ASSUMED IN THE PREPARATION OF THE STRUCTURAL ._a INSPECTED BY THE ENGINEER. ANY UNSUITABLE SOILS OR CALCULATIONS FOR THE KEYSTONE RETAINING WALL _ � IMPROPERLY COMPACTED EMBANKMENT MATERIAL SHALL BE SYSTEMS: �.� RE�OVEO AND REPLACED AS OIRECTED BY THE ENGINEER � C T SOIL TYPE PRIOR TO WALL CONSTRUCTION TO PROVIDE ADEQUATE REINFORCED SOIL 32' 0 120 PCF SELECT GRANULAR BEARING CAPACITY AND MINIMIZE SETTLEMENT. REINFORCED SOIL 26' 0 120 PCF SANDY LEAN CLAY RETAINED SOIL 26' 100 120 PCF SANDY LEAN SAND 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE FOUNDATION SOIL 26' 100 120 PCF SANDY LEAN SAND �� INSPECTED FOR GROUNDWATER CONDITIONS. ANY ADDITIONAL ORAINAGE PROVISIONS REQUIRED IN THE FIELD SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED �- SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL D�RECTED BY THE ENGWEER. CONSTRUCTION. : 4. WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED 2, THE WALLS ARE DESIGNED TO SUPPORT THE FOLLOWING BY THE ENGINEER FOR USE IN THE REINFORCED ZONE MAXIMUM SURCHARGE LOADINGS: MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED LIVE LOAD: 250 PSF PARKING LOT DESIGN PLANS OR SPECIFICATIONS. DEAD LOAD: 820 PSF DEAD LOAD BACK SLOPE: NONE 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER SEISMIC: NOT APPLICABLE S H E ET I N D E X FOR MOISTURE. DENSITY, AND COMPACTION PERIODICALLY HYDROSTATIC: NOT APPLICABLE (EVERY 2' VERTICALLY, 100'-200' C/C) MEETING THE PAGE DESCRIPTION MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS 3. THE WALL FOUNDATION SOILS AT RETAINING WALL OR SPECIFICATIONS. LOCATIONS SHALL BE CAPABLE OF SAFELY SUPPORTING 1 TITLE SHEET 1,920 PSF WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. 2 SITE PLAN 6. WALL CONSTRUCTION SHALL BE PERIODICA�LY INSPECTED BY LOCAL BEARING CAPACITY SHA�L BE CONFIRMED BY THE 3 WALL 1, 2 & 3 ELEVATIONS THE ENGINEER TO INSURE THE GEOGRID REINFORCEMENT SITE GEOTECHNICAL ENGIN�ER AFTER FOUNDATION 4 TYPICAL WALL SECTION DETAILS TYPE, ELEVATIONS, AND LENGTHS ARE INSTALLED IN EXCAVATION AND PRIOR TO WALL CONSTRUCTION. ACCORDANCE WITH APPROVED DESIGN PLANS. 5 TYPICAL COMPAC UNIT DETAILS 6 SPECIFICATIONS 7. ALL WALL ELEVATIONS, GRADES, AND BACKSLOPE SUGGESTED QUALITY ASSURANCE PROVISIONS: CONDITIONS SHALL BE VERIFIED BY THE ENGINEER IN THE 1. WA�� CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED FIELD FOR CONFORMANCE WITH APPROVED DESIGN PLANS. ENGINEER TO VERIFY FIELD CONDITIONS AND SITE SOIL ANY REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE CRITERIA SHALL REQUIRE DE51GN MODIFICATIONS PRIOR TO SITE GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENG�NEER PROCEEDING WITH CONSTRUCTION. SHALL BE CONSULTED IN THOSE MATTERS PERTAINING TO �p'j� ,� _ /�Q-°v�/1-P <=�'``S�r�e-e-�'Lc'�S vsJ (�o�L�—` WA�'�' /�S.✓�p. -�'- I � �- THE SOIL CONDITIONS AND WALL PERFORMANCE. -�jCK✓�1 N'�'�y 6� m��P Ne��(,��0 2 - D�(tk� J�Jk��l� w-e T�1-►�t t� COPYRICHT (c) 2005 BY CIVIL SOLUTIONS GROUP, LLC. ��`� 7r�r `�NC� � CIVIL SOLUTIONS GROUP, LLC Des�qned 8y: ProjecL Reg�stration No No. Date Revlslon gy SR$ I hereby certify that thi pl specification, or report was BROWN RESIDENCE 25493 prepared by me o nd r d�rect supervision ond that ' 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 � or.� duly �icens o ss� na� Engineer �nder the �aws BLOOMINGTON, MN 55431 sca�e: ORONO, MN P�o�ect No: of the Sto e n o a. PHONE: (952) 294-4755 � N�A r�t�e: 05-221 FAX: (952) 294-4595 oate: TITLE SHEET o��W"'q N� Z�Z-�� MIKE@CIVILSOLUTIONSGROUP.COM � 28 JULY 05 I Dote: M�chael R. Jonns , P.E.