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t PROPOSED BOULQER RETAINING WALL � EX I S B TIN � C� ULDER WALL REPLACEMENT 2605 KELLEY AVENUE , ORQNC� , MiNNESOTA aF�/iE�� f�� lP�.�a�� DATE S•� '�''S p�p1V CHECKED BY �� GENERAL NOTES C11 1 OF ORONO ��-�s--, , •�c:• �� I. IN PREPARATION OF WAIL QESIGN, SOII STRENGTH PARAMETERS WERE ASSUMED, BQSED ON A REVIEW OF SOILS OBSERVED AT THE PROJECT SITE. (T IS THE ROVED RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOlL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR O APPROVED WITH REVISIONS WALL CONSTRUCTION. IF THE SOIL STREN6TH PARAMETERS ARE FOUND TO 8E INCONSISTENT W1TH THOSE ASSUMED, THIS DESIGN IS NO LONGER VALID AND IT IS p DISAPPROVED THE RESPONSIBtLITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY VEC SO TNE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY - VEC MAY RESULT IN FAtLURE OF THE RETAINING WALL. B� Z. DESIGN SOtL PARAMETERS: DATE -�� '�"�� A. RETAINED SOIL: IMPORTED/ON-SITE SOILS, PHI = 30 DEGREES, GAMMA = 125 PCF. , ` � B. FOUNDATION SOIL: IMPORTED/ON-SITE SOILS, PHI = 30 DEGREES, GAMMA = 125 PCF. � 3. ANY EXCAVATION PERFORMED BELOW THE FOUNDATION GRADE OF THE WALL SHOULD HAVE PROPER I:I LATERAL �VERSIZING. EXCAVATION OVERS�ZING SHOULD BE MEASURED FROM THE FRONT TO THE BAGK OF THE LOWEST 80ULDER. - 4. THIS 5ET OF BOULDER RETAtNING WALI PLANS ARE BASED ON THE SITE GRAQ�NG PLAN, PREPARED BY KEMPER AND AS50CIATES, INC., DATED 4/f/14. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALL MAY NEED TO 8E REDE5IGNED. 5. LOCATION OF THE 80ULDER RETA�NIN6 WALLS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF S H E E T I N D E X EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER. VEC ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WAILS, OR IF CONSTRUCTION SHEET N0. SHEET DESCRIPTION OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LlNES OR EASEMENTS. 6. IT iS IMPERATIVE THAT THE SITE SURVEYING OF THE BOULDER RETAINING WALLS BE BASED ON THE PLANS REFERENCED A80VE AND NOT PROFILE PLANS DONE WI TITLE PAGE & GENERAL NOTES BY VEC. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON TNE ENCLOSED PIANS AND DETAILS. YV2 WALL CONSTRUCTION NOTES FAILURE TO TAKE INTO ACCOUNT WALI BATTER FOR THE 80ULDER RETAINING WA�L SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALL AND SHALL BE CORRECTED AT NO CO&T TO VEC. W3 WALL ELEVATION VIEWS 7. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE 80ULDER RFTAINING WALLS WERE ASSUMED FROM THE PROJECT PLANS REFERENCED W4 SECTIONS ,4ND DETAiLS ABOYE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, VEC MUST BE NOTiFiED PRIOR TO CONSTRUCTIOId OF THE BOULDER RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY 8E REGIUIRED AFTER THE REVIEW, AND MAY W5 WALL LOCATION SKETCti TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 8. PIEASE REFER TO ANY PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS J AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE iNFORMQTION TAKES PRECEDENCE. � �( � (�'� � C.` �t��f,..- c, C� �� "��'C`��: PROPOSED BOULDER RETAINING WALL SCALE: O I SHEET: OF: C� CLIENT: �/ickery �n�ineering� �onsulting, LL� EXISTING BOULDER WALL REPLACEMENT � � W I v BECHLER LANDSCAPE VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS, OR '��-' ��E�a�eWo�dsp��e 2605 KELLEY AVENUE ORONO, MINNESOTA N�NE I-INCH. IF IT DOESN�T, ADJUST , REPORT WAS PR RED Y ME OR R MY D RECT �denPrairie,MN 5534� TITLE PAGE AND GENERAL NOTES SCALE ACCORDINGLY SUPERVISION A H A DU ICE ED P FESSIONAL �hone: 952-465-82i2 ENGINEER D R A S NE ST MINNESOTA. REV. N0: OATE: DESCRIPTION: VEC PROJECT N0: VEC (5-083 , www.vic�Ceryene,.com DRAWN BY: RWV � ��o�5 V��ke��{EnG�nec�inSf�(::��+�,It��,L1_(. REVIEWED BY: VEC RONALD cKe DATE: 4i28/15 DATe: 4/28 ReG. No.: 24065