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HomeMy WebLinkAbout2006-P09863- retaining wall , , PERMIT ClTY C�F ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09863 _ Crystal Bay, Minnesota 55323 Permit Type: User Defined Surc Building (952) 249-4600 Date Issued: 6/1/2006 SITE ADDRESS: 1640 Bohns Pt Rd Unit# Wayzata,MN 55391 PID: 16-117-23-22-0002 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: User Defined Surc Building Permit Sub-type(s): Retaining Wall DETAI LS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernlit Fee: $ 265.25 Valuation: $ 16,000.00 State Surcharge Fee: $ 8.00 TOTAL FEE: $ 273.25 APPLICANT: Yardscapes,Inc. OWNER: Scott Ross 8609 Harriet Ave So. 2411 Lorien Street Bloomington,MN 55420 Minnetonka,MN 55305 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. `� ' � �:• APPLICANT PERMITEE SI ATURE SUED BY SIGNATURG Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, I-Septic) Page 1 , , � , �v��� �� , � � 1�� F�O;R� CITY USE ONLY�/( � - City of Orono 5 Z?j( DateReceived:�-t,�"f"`*" Permit#�(�/1 ( bC!J N �'��O P.O.Box 66 _ � ��1 , ,,._ , 2750 Kelley Parkway �� ,�-� �,� '�•t��` t��,� Crystal Bay,MN 55323 C.UP Filed: Amount: � � ?�, �U�Y,�y.o�/i (952)249-4600 � ��'+�°4�� APProved By: - . l ��i�y"„ Site Plan: Recommends: A roval Denial ❑ CITY OF ORONO-USER DEFIN�ED/GENERAL P�E�RMIT � (All permits must be approved by the B g Job Site/Owner Information: Site Address: 1640 Bohns Point Road Scott Ross Mailing Address: 8609 Harriet Ave S. Qwner: 55420 Bloomington Zip: City: (g�2) 805-5075 Alternate Phone: Home Phone: �Contractor/Applicant Information: Yardscapes Inc. Contact Person: Lincoln Or Dave Contractor/App.: XXXXXXXXXXXXX 8609 Harriet Ave S. State License#: Address: Bloominton 55420 Expiration Date: City: Zlp� f,12.363.5789 �95�)gg7-2794 Alternate Phone: Phone: TYPES OF USER DEFINED PERMITS � TemAorarv Trailer � t0 Lake � jZet811ll1]�T Wa11S General—UserDefined S��av General—User Defined Swcharge *$30.00 General—User Defined Surcharge *�per UBC) * (Per UBC) *Estimated Cost: $ �6����'° *Estimated Cost: $_— � Zonin¢Review � I,arid[1]t0T3t10T1 General—User Defincd [] Docks–42"OT'GTeater (}eneral—User Defined *For 0-75'Zone-$30.00 General—User Defined Surchar�e � Q-500 CubiC Yards ❑ Commercial–(Per UBC) �50.00(1�'eeas s]te Plan) *Estimated Cost:$ � 501+Cubic Yards Genera]—User Defined $50.��(�eeds GU.P.) �] Residential- $30.00 � Tree�al General—User Defined *Within 0-75' -$30.00 I herb apply for a User Defined Permit and I acknowlT�nances and Codes of the C ty and wi h he Sta e Y accurate;that the work will be in conformance with the Building Code;that I understand this is not a permit and wark is not to start without a permit, and that the work will be in accordance wi the approved plan. 05/12/06 - Date �S����a p�,,,;t sna�oa� ppplicant Reset Form ���'���'',�_� �" �`� '�` . �'��;;����TM� ��t � , a. . � � LAKE MINNETO NKA CR YS TAL BA Y Y U � �p � O �N• N, �. o� °�� o� ^ ^ � ^. h o`� � _ 0 0 � �� 0 � o � � O BOULDER RE AINING WALL .M� h �xj �. 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THE SITE PLAN SHOWN IS FOR ILLUSTRATN'E PURPOSES •ONLY. �.:-: � �'9�� � I7 IS A MO�IFIED REPROOUCTION FROM YARDSCAPES SITE PL.4N �,� -. =� � C.AST REVISED 03/16/06. �'�=`' == _ � _ - . �'�� � _ � q5-$��- q53 �, .,�=�. - �9�5 ��� �,�"� � - � �' ! � - -- _ �. � x -'� — , i �i � 'r� � ''` � �y _�I /�,-- '+"=i _ � � � r ' i _. y . . ,%'' �A' -�' r 1 •VO � � � �=� - - � � � ___ i, N� w,��� L: �;: ^\ I /.=1 � \��—�� i ` - �� /��L� ��ry ' �Fc� � ; '�, ' ' � �=k - --.'- � �_-�..:-� ��'y - `- ti� `� ��. ,- � �l � �� � - " '� �43 9<< ��- = % �1�� ;�� - ` ,,t�, y �_-- - 1 -�. .,� . � _���� �i'j�'/��� �/�'�' J . - . ��` �':� - .:� ;`�-^ar �. �\� � � // � '.I � � Y� ��-_.y,_^' � � c„"`1�`'�• '� i � �� '--� � .+,� ,%` � _ � �� � i f - c �.�$CG�� �C�./ y,�ae � � ^�\ �`Z'/ �— - - —- '�' ".� ��'�j f .�Jq.`� _ �� ' �\-d✓ . h:�r,+ . �- , _ � ~; _ '� - _ ,� _ -� . � ' -�= 4�� � �. il� �'`s``�_ � +----. ���..\`'._�,�� c-- ':r� Q _ � - . ��. ��,�e ,`� - ,.R,.�I -� —� 1 . �'�' 9 �_ � .����.� ' ��..e . 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'�: . , � ` . `�: =�- -����� COPYRIGHT (c) 2006 BY CNIL SOLUTIONS GftOUP, LLC. � Desiqned By: Project: Registralion No; ._ Na � �ate� Revrsion 8 � hereby certify that this plan p c�iicotion, or report was CfVIL SOLUTIONS GROUP, LLC Y SRS THE ROSS RESIDENCE 25493 prepared 6y me or under my di ct >uoerv�sion and thai 8200 HUMBOLDT AVENUE SOUTH, SUITE 100 � � ar.� duly �' e�sed Profess a� nqineer �nder the �aws Scc�e: ORONO, MN Project �vo: of the Stat of Mi o _ BLO�MINGTON, MN 5543i � �• - �p� 06-195 ( PHONE: (952) 294-4755 rt�e: i��1�� \ FAX: (952) 294-4595 � °°°°- SiTE PLAN Drawing r,o: � oaie: MIKE@GVILSOLJ I lON5GR0UP.COM � I � 10 MAY 06 � Michoel R. �ohnso E � ' l�`�� �oh,ua C�t�- , . oRON � n� iNNEso-r , A GENERAL NOTES: GENERAL NOTES: DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS: 1, THE FOLLOWING EFFECTiVE STRENGTH PARAMETERS WERE 2. THE FOUNDATION SOILS AT THE BASE OF THE WALL(5) ASSUMED IN THE PREPARATION OF THE STRUCTURAL SHAI.L BE INSPECTED 8Y THE GEOTECHNICA� ENGINEER, CALCUI.AT10N5 FOR THE BOUI.DER RETAINING WALLS: ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL Sl-IALL BE REMOVED AND REPI�ACCD � C T 50�� TYPE - AS OIRECTED BY THE ENG�NEER PRIOR TO WALL RETAINED SOIL 26' 0 120 PCF SANDY LEAN C1.AY `� CONSTRUCTION TO PROVI�E AOEQUATE BEARING CAPACITY FOUNDATION SOIL 26' 0 120 PCF SANpY LEAN CIAY '� AND MINIMIZE ScTTLEMENT. SOIL TYPES AN� OESJGN PROPERTIES SHALL 8E CONFiRMED 3. ALL WA�L EXCAVATION ANO RETAINED SOILS SHALL BE BY THE SITE GEOTECHNICAL ENGINEER PRIOR TO WALL INSPECTED FOR GROUNDWATER CONDITIONS. ANY CONSTRUCTION. ADDITIONAL DRAINAGE PROVISIONS REOUIRED IN THE FIELD SHA�L BE INCORP4RATED INTO THE WA�L CONSTRUCTION AS 2. THE WALLS ARE DESIGNED TO SUPPORT THE FO�LOWING S H EEi I N D EX DIRECTEO BY THE GFOTECHNICAL ENGINEER. MAXIMUM SURCHARGE LOAOINGS: � PAGE OESCRlPT!^iV 4. A�L STRUCTURA�LY PL,ACEO BACKFi�L MATERIAL SHALL BE LIVE LOAD: 50 PSF SURCHARG� TESTED ANp APPROVED BY THE ENGINEER, MEETING THE BACK S�OPE: NONE 1 TITLE SHEE�� MINIMUM REQUIREMENTS OF THE APPROVED OESiGN PLANS SEISMIC: NOT APPLICABLE 2 SITE P�AN OR SPECIFICATIONS. 3 WALL 1 & ? ELEVATIONS 3. THE WALL FOUNDATION SOILS AT THE WALL LOCATIONS I 4 I iYP(CA� Y�ir.l.L ScCT10N DETAI� �. H�L �GI� BACKFILL SHALL 3E TESTED BY THE ENGJNEER SHALL 8E CAPABLE OF SAFELY SUPPORTING 2.500 PSF FOR MOISTURE, DENSiTY, ANO COMPACTION PERIODICA�LY WITHOUT FAILURE OR EXCESSiVE SETTLEMENT. LOCAL BEARING CAPACITY SHA�L BE CONFIRMED BY THE S1TE (EVERY 2' VERTICALLY, 100'-200' C/C) MEETiNG THE GEOTECNNICAL ENGINEER AFTER F4UNOATION EXCAVATION MINIMUM REOUIREMENTS OF THE APPROVED DESIGN PLANS AND PRIOR TO WALL CONSTRUCTION. OR SPECIFICATIONS. 6. A�L WALL ELEVATlONS, GRADES, ANO BACKSLOPE SUGGESTED QUALITY ASSURANCE PROVISIONS: CONOITIONS SHALL BE VERIFIED BY THE ENG�NEER IN THE 1. WALL CONSTRUCTION SHALL BE SiJPERVISED 8Y A QUALIFIED FiELD FOR CONFORMANCE WITH APPROVED OESIGN PLANS. ANY REVISlONS TO THE STRUCTURE G�OMEI'RY OR DE51GN ENGINEER OR TECHNICIAN TO VERIfY FIELD ANO SITE SOIL CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO CONDITIONS. IF TH1S WORK IS NOT PERFORMED BY THE S�TE GEOTECNNICAL ENGINEER, A QUALIFIED GEOTECHNICAL PROCEEDING WI7H CONSTRUCTION. ENGINEER/TECHNICIAN SHALL BE CONSULTED �N THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS ANO WALL �� gn,�J, � ���l� ,L �� ���§�1uv a�Pi�<1'�`�„ � �' PERFORMANCE. ��" ��I�.�s�� ��'� «.�m.%� , ad�:�`�e�f1. a���tl'�a D,�.9 !� e !� �9 e,/G/f✓! ,✓�{�����/ � c�=-_,/ G✓9 f���d °�'' ����_�„��/� _ q� e��,d���/ -- - �!� �� � °� �✓ ti' ° �/R�',� �� � :�FvRiGN� _ '��CS �r ;;��� -�LJilONS ';RC'JF, ` ClVIL SOLUTIONS GROUP, LLC =°�� - _ °es`°�e° 3� ��°;o`;: . P^ Re�s:ra!on No: �'�S 25493 � nereoy iv hcc ti,s �i� ;cec i r_�tion cr; Hc=_ �' B�OC Hl;'MEGLD`I AVENUE �Ol.i'�, jUl'I= 100 THE KOSS RESiDENCc �reoarea v rne �r ��a=r y cr=�; sucer��sor �na -^.o; �7L��CMING':;�N, M�l .-^,L..z.l ` 5caie OF�C�NO, Mrl m �uiy c=n ea rci �ortai -�m�ee� �nce h= cw=_ ., � Fro e�� `�o�. .r �.he - te �r M n so e � °tiCNE. �9�c` _'a4 4 �� , _ N/A 06-Iq5 � � �..C� 'QS�` .GL � `�� ' .�ite�. ' � °°"� T1TLE S�iE�T `^I'!CEar V!L�CLO i�CNSi;i<CUF.��M � o-�w��c �o l-� ;7��1��G E: 10 i`�AY 00 � �ate: �.���_._ . .. .`c� _ n. -. . � . /� p / /(0 5�U �V O�i.s�a O� F-� N OTE: Ftio 1. THE S1TE PLAN SHOWN IS FOR ILLUSTR.4TIVE PURPOSES ONLY. � � � IT IS A MO�IFIED REPROOUCTION FROM YAROSCAPES SITE PLAN ! , • - , - ;-� 9�C LAST REVISED 03/16/06. �'_�%�':' "_ '�" � _ � ; _ , ,----� _ ��" �--� -_'! j ! , .. r� �-�+�� � � � �� Cc- � `.NI \ � �� _ � - .r `,. .�.�`�� . . � _ --_—\ , " 1 ,'� -�; . �� �i ',�-- /_`°: 01 - :X, "`�`�G !-- _ _ -- ` �i ' : �1 � � ?o .� �1 ,y.!—_ �� � i � /� _ -w� l .� `` � �, � I � _ �L tio I -{� �- � � � � L_� � � �` ;, ��9< �I; I I lJ' 1, � � _ j i . 1 _ -_ i' �� �%`, � � �S�bl: �. �'i,y ��_, _ _I. _ .� 1� :..r---X- _ f''.,- ti , .� _- -� . �; � �' ; � � , ' ;+ - - - %c � '�..31 `� �---:- ---'-_~�.\ � �. ;��C ��J� _ - T �,�` `��;� ,�,�'�` ., :�.-� '- = - - _-' �� � � � . J ` ^ � \ \ \ �/ �� $i _ � � "_ \\ \�^`__ _' _ - _�1-�,':L. / � �J -� 1l oY^ �\��/' ' \��I-__ _ _ __1.��� ' ':.��- ..� ��i \ ''.T- ; ., / ^ ! 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Cesiqne� 3y: ?roie�:' CIVi� SOLUTIONS GROUP, LLC ,�� .�,� - - - �e�,=;,o,�o.� �� ,e �� , ,- , h5 �,��h-�_::�������. ;� -P�,�. ��� � SRS THE ROSS RE5IDEVC� Z5493 !j 3200 HUMB�LD I AVE�IUE jOUT'�, JUIT= ICC r oa c ov _ or �rae� -nv/ qec; ;uoernsior �na na� n :u�v �=_ea �-oi=_ss� r�a�/�nc�near under ;he �cw=_ ����� ORONO. MN 1 '�LLCM�NG �N, MN ���..�� ' P-o�ec; vo: . ,e = ., �.� e e / �� �HONE: (952) 29�-�7�5 � - lo' 06-�.95 itl2: � � �� � =c:;:.: (952) 29[�-u�95 �� °°`_ S1TE FLAN -- c��.,�.,� ��_ �J �I�:.i, �c� � ��IKE�aC',�/ILSCL'J?10NSGRC�P_��CM � 0 :`^AY Ob � � ;��� �,,�_-,-e� � ,o����ort �- „ _ ° I��o �D� ��- � . , � o �J oi� o � o !� , - . Q � I� OI� o �Z o �� � !� � �� �i3 'zc� a z �o I� �, I Z z w imm �W m w I � I � �BUTT TO BUILDING FOUNDATION WALL -T/W EL = 200.00 T/W EL = 200.00-, 202.00--,, '!F/G EL = 198.00 � F/G EL = 196.00 � F/G EL = 196.00 �� �'- / � r-- F/G EL = 194.00 '�� � 202.00 Z 200.00-j �' � 200.00 Z / � 198.00-; ------ �-- -------------------�' ; ' - F/G EL = 194.50 O � 196.OQ� -- .-______ // ! F/G EL = 194.50-� 196.00 Q i W 194.00- 11 ` � `---:-� -------�------------ ;- 194.00 W J � w 190.00 1'-B/W EL = 196.00 \� B/W EL = 194.00-' // \ �B/W EL = 193.50--� � �92.00 W �- B/W EL = 194.00 B/W EL = 192.OQ--% - FINISHED GRADE AT BOTTOM OF yyq�� �9Q�00 REINFORCEMENT � GRAVITY 'NALL DEPTH (FEET) ' (BOULDER WALL - 15' SETBACK) DISTA�ONG , � � � � � � � ; � � � � � � � � � � , WALL FEET ; ' ' ,I ' , i ' ' i � i i � � i � � � � � I � � ; � ) � , � , � 0 10 20 30 40 SO 60 70 80 85.00 WA�L 1 - FRONT FACE ELEVATiON ��--� C (n O�(/) O'(n O ln(n O J � I Q C � O I� O � O �� O Q � � O � O�O N pQ � QppQ �j 3 Z �� i� � �� 0 i� IZ O Z �i�Z Z m IC� i? '� jZ� W �m m �m '� `� , � j ' � BUTT TO BUILDING FOUNpATiON WA�L GENERAL NOTES�' ' �T�W EL = 193.00 T�w EL = 194.50-� 1. THE WALLS ARE TO BE CO�l.5.IE2U� WITH OULDERS AS PER THE 196.0� i T/W EL = 18�;.00 / -T/W EL = 194.00 DESIGN REOUIREMENTS.�EE SHEET t 6 194,0� � ��F/G E� = 1 86.00; � �SEE NOTE 4 �`� - 196.00 2, THE MINIMUM EMBEDMENT AT THE BASE OF WALLS VARY FROM 1.0� Z x ,;< , ' " ; v � '; �, �- 194.p0 Z 192.00 � � ,�_., � < ,�.� .; '� �:,EL��= 189 00 „�_ TO 2.0'. THE BOTTOM OF WALL ELEVATIONS SHOWN ON THE � � � �-- F/G EL 187,50 ,. �� ,� ,,.� ' � . ; �92 pp � � ~VATION PLAN REPRESENTS THE MINIMUM EMBEDMENT REQUIREMENT. f- 190.00 � ' r- F/G EL = 188.5a/' �_ Q � � � � �; �� \F/G EL t 88 00� � � 188.00 190.00 Q �3. A GEOTEXTILE FABR�C l5 TO BE PIACED AT THE BOULDER WALL & ' � ' � =�� -- l-�= - -- - � `.- �c : � W I __.i.---�-- �. x . ' Y `�` t$8.00 > BUILDING FOUNDATION WALL ABUTMENTS. OVERLAP THE BUTT JOINTS J 186,00 -J ---` � �, � ` '- 186.00 J 12" WITH FABRIC IN EITHER DIRECTION TO PREVENT THE COREFILL w �g4,00 --� � AND BACKFILL FROM MIGRATING THROUGH THE BUTT JOINT. ! � I' `,, � 1` B/W cL = 187.50-� � �84.00 w 4. BOULDER DEPTHS IN NATCHED LOCATIONS AR� TO BE BASED ON A ��2'00 � �'� �, � B/�' EL = 186.50 ''� ' � 'i \ -B/W EL = 187.00 � ��2.00 TOP OF WALL ELEVATION OF EL = 200.00 (WHICH IS EQUIVALENT - FiNISHED GRADE AT BOTTOM OF WALL TO THE OVERA�L HEiGHT OF BOTH WALLS. ,/ '-B/W EL = 185.00 '`B/W EL = 186.1 7 ._�� !�, � "� �`�d '�o%��`� ��'�� �� �'" ' REINFORCEMENT ' GRAVITY WA�L �F. ..��t �o�`.��' ���'�..E, �6'B�"�!1' ��9�°��° d�"'. N DEPTH (FEET) - (BOULDER WALL - 15' SETBACK) � c�3��'n'�.�� D� °�j�J y-��S1� �����=�'���:y� DIST ALONG � � . , - � ; , � � � ; � � i � � � WALL (FEET) ' , ; � �� � � �� � . � � � �, � � � . i ��-a-�. � �� : � , , �;� ��s����b � s � �� �� 0 1 u 20 30 40 SO 57.00 ���� ; `������ -� �-:''��� WA�L 2 - FRONT FACE ELEVATION �PvRIG 'V.�._ � „T�GP._ �ROt)o � � CIVIL SOLUTIONS GROUP. LLC �° °°�� �ev1$1On �` �`�P� �� �r°`_ � _ „ � 3 Reg:s;rot�on Nc. �`�S THE ROSS REjIDENC� 25493 �' �'-` ` � c �200 nUMBOLD- AVENUE SOUTr', �J1-� 100 =r�" , J�` �'�,°� "D °� `"°c �/ BLOOMING I�N. MN �J�-'I �0' ORONO, MN ;o_ ,�c J�m a�iy �se,.� = s orre a�eer n _. .. _ ows �!-IONE: (9�2i ?9L-L�,�,� � �� _ � 06-19� -t e iM� n�s„ li'�e: � � �� . �AX (952? 29�-�..�9� r�,- -� o�aw�� ,� �f '`-�,��' _l� � NlALL I & 2 EL�VA ! �ONS '� � ` �= � MIKE�C'V'LSOLL;TIONSvRCUP.COM i '0 .MA�Y 06 3 ' . -__ `n���-oe° -. �r.�so. -.- . . ' � /��c� �o% (�-f- � . . . -- . BOULDER DEPTH SCHEDULE NOTE: NOTES: HI = EXPOSED WALL HEIGHT 1. THE SECTION SHOWN REPRESENTS TYPICAL CONSTRUCTION FOR THE WALL HEIGHT (H) MINIMUM BOULDER DEPTH (D): H = EXPOSED WA�L HEIGHT + EMBE�MENT BOULDER WALLS AT THE ROSS RESIDENCE. THE WALL HEIGHTS 0-4 24" AND ELEVATIONS VARY AS SHOWN ON THE ELEVATION PLAN. 5 2� 2. THE MINIMUM BOULDER DEPTH (D) IS A FUNCTION OF THE OVERALL 6 30" wa,LL HEIGHT AS SHOwN irv THE BOULDER DEPTH SCHEDU�E. 7 33" - 8 36" 3. THE BOULDERS SHALL BE PL,4CED TO GRAOUALLY OECREASE �N 5(ZE 9 39�� WITH INCREASING HEIGHT AT A MAXIMUM RATE OF 1" PER FOOT OF 10 42" WALL HEIGHT, MAINTAINING THE MINIMUM REOUIRED DEPTH (D) FOR 11 45" THE OVERALL WALL HEIGHT (H). A SMALLER BOULDER MAY BE USED �2 48�� AT THE TOP OF WALL (D/2) FOR FINISHED GRADING PURPOSES. 13 S1" 14 54" 4. THE BOULDERS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES , VARIES --1 IN VERTICAL OR LATERAL DIRECTIONS. EACH BOULDER SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT—TO—F�,4T CONTACT. � 5. PLACE A 4" DIA CORRUGATED PERFORATED PVC ORAIN TILE W/SOCK AT THE FINISHED GRADE OF WALLS AS SHOWN. OUTLET @ 30' O.C. AND LOW POINTS ALONG WALL. i �8" LOW PERM SQI� 6. COMPACT ALL STRUCTURAL FILL PLACED BEHINO THE DRAINAGE ZONE / /r— PAT10 TO 95� STANDARD PROCTOR.� / 7. THE MINIMUM WALL EMBEDMENT vARIES FROM 1.0� TO 2.0�. � � �- - . 8. THE BOULDER WALLS ARE DESIGNED AS GRAVITY WALLS: � � /- MINIMUM SAFETY FACTOR FOR OVERTURNING --------- 1.� � _ , ' -;_-_-�a MINIMUM SArEIY FACTOR FOR SLIpING ------------- 1.5 � , 15'� � �::1 �� i -��� RETAINED SOIL � � � ���,_r �� � � ,� �. 4' a � 5 ,S/a��Ar�RI:S�4"'ri�' ^�.f �:G�e�._'+ i;J'. `��' � ,�s�.�. �. ��'�a���" �', ,� � �" � I � ;._-r� 12�� (�MIN� FREE DRAINING ���� �'� ��'�' ���� �� ��� • �� . � H� __ ,,vJ STONE/SAND q�y� ���-s'� � � eS��� ��. H � - -�=_i �:�����, 8 OZ. FILTER DRAINAGE STONE SPEC{FICATION: FABRIC I FINISHED GRADE AT - � _--- ' DRAINAGE STONE SHALL CONSIST OF CLEAN 1 " MINUS � BOTTOM OF WALL� 1:��� CRUSHED STONE MEETING THE FOLLOWING GRADATION � i -==,==1 SIEvE S�ZE: �PASSWG �� . --�::�i �" t o0 ' � \ 3/4" 75-100 t N0. 4 0-10 ; 3 MAX � 4" OIA CORRUGATED PERFORATED PVC N0. SO 0—S � 1 !�— j DRAINTILE WITH SOCK. OUTLET THRU � i � FACE OF WA�L @ 50� O.C. ANO LOW FREE DRAINING SAND IS ALSO ACCEPTABLE FOR THE POINTS ALONG WALL. DRAINAGE MATERIA�. IT MUST HAVE <10� FiNES i ! I ! i '; 6—� il PASSING THE N0. 200 SIEVE. ON SITE MATERIAL IS —VARIES I j ' 6" DEEP COMPACTED ACCEPTABLE IF IT MEETS THIS CRITERIA. � I BASE PAO (TYP) 6" (TYP) --� �---- D , TYP I CAL WALL S ECTI O N CO?YRICH'. �cj =000 ?Y ;;VI; �J_UTICNS ;;ROCF CIVIL SOLUTIONS GROUP, LLC v0 Dcie ne��s�on y� �� -� ' " �easvailcn �� ,e . ,r_ J. _y s�s , � � �_ I HE 'r���$ RESIDENC� 5493 �r=ocr _ o�,�nc r my a r . �uo n _� nc. �320C HUMBOLC I AVENUC SOU I F!, jUITC 100 - om a i i_�c_. r- e_$:��� c�n=<- ,�„_ -�_ ,.ws � BLOOMING i ON, MN o54�i =���e: ORONO, MN p�oiec »c. �r �h� �t i= or n e tcl V v N � 06-9� � �� �: °'�ONE (95c} 29�-�.75� � �� � _ ' � �,��.� �ax. (9�z; z94-�.���� � °�`�� I YPICAL WALL SECTiON DETAILS °��w��� ��° � / �i�t(��- � MIK=�r'VIL��L�JT�ChSGROU°.��M � l0 MAY 06 � �+ . - _ � _ _ �._ _ ,�