2002-P05531 - retaining wall - Laserfiche WebLink

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� ORONO MINNESOTA � GENERAL NOTES: GENERAL NOTE�: DESIGN PROVISIONS: SUGGESTEO QUALITY ASSURANCE PROVISIONS: 1. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(S) ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. CALCULATIONS FOR THE BOULDER RETAINING WALL: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED ANO REPLACED � C 7 SOIL TYPE AS D�RECTED BY THE ENGINEER PR�OR TO WALL RETAINED SOIL 26' 0 120 PCF LEAN CLAY CONSTRUCTION TO PROVIDE ADEQUATE BEARING CAPACITY FOUNDATION SOIL 26' 0 120 PCF LEAN CLAY AND MINIMIZE SETTLEMENT. SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED 3. ALL WALL EXCAVATION ANO RETAINED SOILS SHALL BE BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WA�L INSPECTED FOR GROUNDWATER CONDITIONS. ANY CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL CONSTRUCTION AS 2 MAXIMUMLSURCH RGEGLOADINGS UPPORT THE FOLLOWING S H EET I N D EX DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. ALL STRUCTRUALLY PLACED BACKFILL MATERIAL SHALL BE LIVE LOAD: NONE PAGE DESCRIPTION TESTED AND APPROVED BY THE INSPECTING ENGINEER, BACK SLOPE: 3:7 (MAX) MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED SEISMIC: NOT APPLICABIE 1 TITLE SHEET DESIGN PLANS. 2 SITE PLAN 3. THE WA�L FOUNDATION SOILS AT BOTH WALL LOCATIONS 3 WALL ELEVATIONS 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE INSPECTING SHALL BE CAPABLE OF SAFELY SUPPORTING 2,000 PSF 4 WALL SECTION DETAILS ENGINEER FOR MOISTURE, DENSITY, AND COMPACTION WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. LOCAL PERIODICALLY, TO ENSURE A MINIMUM COMPACTION EFFORT BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE OF 95% STANDARD PROCTOR. GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR TO WALL CONSTRUCTION, SUGGESTED QUAUTY ASSURANCE PROV�SIONS: 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER OR TECHN�C�AN TO vER�FY FIELD AND SITE SOIL CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE CI�Y OF CRQN'� SITE GEOTECHNICAL ENGINEER, A QUAUFIED GEOTECHNICAL BUILDING PE' FJii r F'LA�1 F-��.ViEW ENGINEER/TECHNICIAN SHALL BE CONSULTED IN THOSE INSPECTOR MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL DATE �-2l -oZ P�H1�^37 NO. � PERFORMANCE. ,0'APPROVcD AS SUB��i!TT�� y f� APPROVED V'�r17H COi,R'"CT!OtiS F,�i��T�D ❑ NOT APPROVED---COR;�,�CT&R�SU�;':;1T These comments ere f�r your info;ma!ion. Ail work shc,�{ta dora in iuli Conlpliancs ssith �II appliccbla buiic'ing and zor,i;+r� �,;da. Requir�mentS i:�cludmg i,a�r;no;sp•�:c;t,:;;'y,: .:d.� ?i�l;,aview. coaYR�cHr ��> zooz eY MR� eNc�NeERiNc. wc. KEEP THIS PLAN SET ON SITE AT ALL TIMES Designed By: Projec;: rHc ocsc++is uuneo ro rHc iNrenw.�efa0 ExiERH.LL STeBiuiv q'iHE SEGUEMInL w.LLL No. Dote Revision gy . ^Ir I hereby c �tify hat t � plOn specification, o� �epO�t wa5 SiRUCiURE ONLY. GLOBet 4�&utt�s rNc aE5PON5BLtt Of rHc o.�ca .Nc DES�rv MRJ �� RJ E N G I N E E R I N G� I 1\l�. prepared m or my d�rect supervfsion and that I am i5 65E�On ME ti55uuPiqH i��iHE u�tEm�L�niwr�-HE RETNHED w�55.uETH005 GRAY RESIDENCE p dU�Y �iC f15e � E 5 fiO� Engineer under Lt1Q �OWS Of ��lE oF��.s.a�n�,,�o o�Kn o�4s1£FMLS CONLOHY i0 uRJ ENGwEEft�HL Hc. Sca�e: BZOO HUMBOLDT AVENUE SOUTH, SUITE 217 ORONO, MN s�ate of �n e � 5°""'U°°"S`°"'"'S`"°"" N�q _ '-�R`�'i BLOOMINGTON, MN 55431 $I-�(oZ LHiS DfUwinG 5 9EiNG��a�«s�Eo�aA,��SPE��F��,E�,o�,,. .�.P.�r PHONF: (952) 294-4755 Title: Oate: ,�CCEPTinG iHiS pp�VUENT DOES SO iN COMitDENCE w0.�GFEES*w�ii Sw�LL MOi BE ' WPLIGiEO iN wHOLE OR iN PMT,HIXt q5CLO5E0 i0 O�NERS WIiHWi iNE COHSEHi OF I �O�e: \� FAX: (952) 294-4595 TITLE SHEET Re �stratian No: Pro ect NO: �fOwlll NO: uR�ENG�HEEfM1wC,iMC. I �' 9� 1 9 07 AUG 02 �—�—� MRJENGINEERING@SPRYNET.COM 25493 02-210 �