2016-01192 - retaining wall - Laserfiche WebLink

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� � � � PROPOSED BOULDER RETAI NI NG WAL� LS I 285 FRENCH � REEK DRI VE � ��ONO �� ORONO , M I I� NESOTA GENERAL NOTES I. IN PREPARATION OF WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED, BASED ON A REVIEW OF US GEOLOGICAL SURVEY SOIL MAPS OF THE PROJECT AREA. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER�S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. (F THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE A�SUMED, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER�S REPRESENTATIVE TO NOTIFY VEC SO THE RETAINING WA.LL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY VEC MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. DESIGN SOIL PARAMETERS: A. RETAINED SOIL: IMPORTED/ON-SITE CLAY SOILS, PHI = 28 DEGREES, GAMMA = 125 PCF. B. FOUNDATION SOII: IMPORTED/ON-SITE CLAY SOILS, PHI = 28 DEGREES, 6AMMA = 125 PCF. 3. ANY EXCAVATION PERFORMED BELOW THE FOUNDATION GRADE OF THE WALL SHOULD HAVE PROPER I:I LATERAL OVERSIZIN6. EXCAVATION OVERSIZING SHOULD BE MEASURED FROM THE FRONT TO THE BACK OF THE LOWEST BOULDER. 4. THIS SET OF BOULDER RETAINING WALL PLANS ARE BASED ON THE PROJECT PLAN, PREPARED BY SOUTHVIEW DESIGN, DATED 9/9/16 AND THE PROJECT SURVEY, PREPARED BY E.G. RUD & SONS, INC., DATED 9/21/16. 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 BE REDESIGNED. 5. LOCATION OF THE BOULDER RETAINING WALLS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OFc ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER. VEC ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WALLS, OR IF CONSTRUCTION S H E E T I N D E X OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LINES OR EASEMENTS. 6. IT IS IMPERATIVE THAT THE SiTE SURVEYING OF THE BOULDER RETAININ6 WALLS BE BASED ON THE PLANS REFERENCED ABOVE AND NOT PROFILE PIANS SHEET N0. SHEET DESCRIPTION PREPARED BY VEC. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED OP� THE ENCLOSED PLANS AND yyl TITLE PAGE 8 GENERAL NOTES DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR THE BOULDER RETAINING WALL SURVEYIN6 WILL PRODUCE INCORREfT LOCATIONS OF ALL TOP OF WALL AND SHALL BE CORRECTED AT NO COST TO VEC. W2 WALL CONSTRUCTION NOTES 7. WALL GEOMETRY, �OCATIONS, SLOPES AND SURCHARGE LOADS FOR THE BOULDER RETAINING WALLS WERE ASSUMED FROM THE PRO,JECT PLANS REFERENCED �IN3 WALL ELEVATION VIEWS ABOVE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON TNIS PLAN, VEC MUST BE NOTIFIED PRIOR TO CONSTI2UCTION OF THE BOULDER RETAININ6 WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REDUIRED AFTER THE REVIEW, AND MAY W3 WALL LOCATION SKETCH TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. W4 SECTIONS AND DETAILS 8. PLEASE REFER TO ANY PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. PROPOSED BOULDER RETAINING V��ALLS SCALE: O I SHEET: OF: CLIENT: L I W I � SOUTHVIEW DESIGN �/ickery �n�ineerin�� Consulting, LLC 1285 FRENCH CREEK DRIVE VERIFY LINE ABOVE MEASURES I HEREBY CERTIFY T!#,R3 THIS PLAN, SPECIFICATIONS, OR I 9-441 �/illa�e�J�Ioo�s�rive ORONO, M I NNESOTA N 0 N E I-IttiCH. IF IT DOESN�T, ADJUST REPORT WAS PR RED Y ME OR R MY D ECT �den Prairie, MN 55347 SCALE ACCORDINGLY SUPERVISION A H A DUL ICE ED P FESSIONAL �hone: 952-465-8272 TITLE PAGE AND GENERAL NOTES ENGINEER D R A�S HE ST MINNESOTA. REV. N0: DATE: DESCRIPTION: VEC PROJECT N0: VEC 16-228 � www.vic�;erijen�.com DRAWN BY: RWV REVIEWED BY: VEC RONALD CKE � �.i,-�'r.k��i[�,,,��,P��,�;.,��,�,_„�I<��,...� ( �� D,4TE: 9/23/16 DATE: 9/23 REG. No.: 24065