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Home My WebLink AboutDRB100194 I�esign �+�view E�+�ard ��TIC�N FC�RM � � C►epartment af Community [}evelt�pment ��' ; 75 South Frontage R�tad, Vaii, Colorado 81fi57 t�l; 974,479.2139 fax: 970,479.2452 c�r,��+,YC.�v��.r,��r web: www.vailgov.c4m Project Name: FIRST CHAIR NEW COMMERCIAL BLD DRB Number: DRB100194 Project Description: CHANGES TO APPROVED PLANS: RETAINING WALL MODIFICATIONS.THE GABIAN WALLS ARE TO BE REMOVED AND THE KEYSTONE BLOCK THAT WAS APPROVED TO FACE THE GABIAN WALLS WILL BE USED SOLELY. Participants: OWNER VAIL CORP 06/03/2010 PO BOX 7 VAIL CO 81658 APPLICANT VAIL CORP 06/03/2010 PO BOX 7 VAIL CO 81658 Project Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR Legal Description: Lot: 1 Block: 1 Subdivision: VAIL LIONSHEAD FIL 3 Parcel Number: 2101-063-0800-4 Comments: See conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 06/11/2010 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1)year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0011474 The applicant shall construct the walls with the material and color initially approved by the Design Review Board. Planner: Warren Campbell DRB Fee Paid: $20.00 '� _ ��"�,��3 ^a.� '�„ '��"�Y3.`d� �'�'a �2.. �' ea �#� � "'�,� i��€� �,.sf'��is �r:. �;��„g�+a'�s�a-- �,i�^ .,,w^�; . 3r`' -�{"�.w��'-"�"'� � .y-. ��i �' - � � ,.�4' �".�� a i° � -� c �y '. ys�.� 4 � �., `,� ::c'� � d€ "�s .v s ��,�' . ,m'-G" ;:� �fa\��,�v% �T3''� '. �k'' . 3 3f .r� �, ,t 'z 'x . � � S ..,& -�' ,;. a��' ::,a� � z'- . � '�°� : �n �si F�,,£� `��,7� -� �. . �d,;,�s � � ��= ^ '»�Y.�`` ; w�,� � ��,��*�3�:."��:. '� � '"�` � - �F� �� ,� a v �� '�,�� + ,�„ . t,�:�, S. Z � �. �3 �'°�a.� `�.c '€� � `��4�'�'" �f�:., n�' � �.. }��g "�'��`` . �� M�gn�� 'm'ti: 4 .R �- � Departmen�,ofi��irnmum �D+�v��ipmen�, � � -� ;� � ` ��`� � .�� .� � �;� � �T5 Sc�uth Frc�ntage fl � � �k:� � �� .��'` � � �.� � �.� �u � � .� � "� ��-,��,' �=�N � � � � � ;� Q � ��' `�ait�,��f�a} � ..� � �� ,� R �� , �.. � �� .F^ t -�> �'��° p�° °� � «� � 1:,4'� i�s .+N � �k* ��'S #. �� .. ''¢ . ,�.r ..h.� � �;. �;Y�.'�r ,f^ -,.�* {�,q � `� . � �� ' - , <. � � "�' �`� � `�f�� >- .�� £ Y.. �;s;'�°'�w'�� ' ,�,- oG" � .,� a � "«r �".. xG e� Y II A� Z,� I �i � ..'��' ��`r �.r'"��F �� I II� �'. �* � I f� I � . . .. .... ,. Application for Design Review Changes to Approved Pians General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An ap- plication for Design Review cannot be accepted until all required information is received by ' relo ment Department. Design review approval expires one year from the date of approval, unless Id� �e rr�is�is� construction commences. Submittal Requirements: JUN 0 3 2010 1. Three(3) Copies of all pertinent approved plans with illustrated, labeled changes 2. Joint Property Owner Written Approval Letter, if applicable TOWN OF VAIL Fee: $20 Single Family Duplex Multi-Family � Commercial Description of the Request: C N�►N 4 E'S I n/ A Qb 1CT� �N D R T r}� (ZET'A��41 W A�.i. r4T TF/E N 0 RT I� piG Th-E .Cl�t t EIZ 17�n R D F'F �4S G�o WE'O �� r'kf 'Putnr sfT. Physical Address: �00 rV. L/O w/t N t A � GI R, Parcel Number: 21OIO i30$OOy (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Vl!!L GoRP Mailing Address: 40 8oh 9S9 . �Vo� � Lo �1�ettl Phone: �-$�S • f07y Owner's Signature: i • Primary Contact/ owner epresentative: �LE bR/Ff/T/4 Mailing Address: Si4ME Phone• �j►ME E-Mail• �C ��'�G�K��t��•CoM Fax: Q7J •.7Sy �ZSSS �Z IZ S��S`1 I For Office Use Only: Cash_ CC: Visa MC Last 4 CC # �7(`� Auth #�_ Check # Fee Paid: , U Received From: C 1 Meeting Date: � 0 DRB No.: � �� Planner: wl. Project No: 1�-v�- ��3 I Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision: ��.va g—o�� o�-J�-�o Page 1 of 1 Warren Campbell - First Chair Wall :-� .-, ,; f �� n ��:��:.�:�: .��,-:�..:. ��;��.�x, �.��.;�_��aw�:: From: Tom Kassmel To: Warren Campbell Date: 6/10/2010 4:18 PM Subject: First Chair Wall We are ok with the wall design change. Thomas Kassmel, PE Town of Vail Department of Public Works Town Engineer 1309 Elkhorn Orive �ai/, CO 8163Z Phone 970-479-2235 file://C:\Documents and Settings\Administrator\Local Settings\Temp\XPgrpwise\4C1110... 06/10/2010 ***************�************�***�***************�*********��*************s****************** TOWN OF VAIL, COLORADO Statement ******�***�**s*****r******************+�r��*r*****�***r***�*****************************�r** Statement Number: R100000611 Amount: $20.00 06/03/201010:53 AM Payment Method:Credit Crd Init: JLE Notation: KYLE GRIFFITH ----------------------------------------------------------------------------- Permit No: DRB100194 Type: DRB-Chg to Appr Plans Parcel No: 2101-063-0800-4 Site Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 *******************************************************s�****************+*********s******s* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 ----------------------------------------------------------------------------- . May 21, Zo,o �rr�con Alpine Engineering, Inc. 34510 US HWY 6 Unit A-9 Edwards, Colorado 81632 Attn: Ms. Jennifer Babcock, P.E. � � � Y� '-. � ._J� V! ',��_" . _ `..�!�a(V R�'v'�� i,�i�l Re: MSE Retaining Wall Design �' r �� ''��✓*�� First Chair Vail, Colorado � " �' � �'��, Terracon Project No. 65095812 (�G Dear Ms. Jennifer Babcock: At your request, Terracon Consultants, Inc. (Terracon) has completed revised engineering design of the proposed Mechanically Stabilized Earth (MSE) retaining walls for the proposed First Chair to be located in Vail, Colorado. Our design services have been completed subject to the Terracon Supplement to Agreement, 65095812, dated May 19, 2010. Engineering plans and calculations used in the design of the retaining wall are attached. Sheet RW-1 of the project plans provides the Technical Scope of Work, along with material requirements and specifications for construction of the retaining wall. The engineering design has been completed on the basis of information provided to Terracon as outlined in Section 1.03 of the Technical Scope of Work as shown on Sheet RW-1 of the project plans. The engineering design has been based on the following geotechnical parameters: Wall Cohesion �nternal Unit Area c Friction Weight psf (�) (Y) pcf Reinforced -- 32 125 Retained -- 31 128 Foundation -- 31 128 With this submittal, our engineering design services for the project are complete. The Technical Scope of Work also calls for certain testing, inspection and post design engineering services. Terracon is available to discuss the scope of work that you may require of us for post design services on this project. The recommended Quality Assurance plan for the project, as outlined in the Uniform Building Code, International Building Code and the Building Construction and Safety Code, NFPA 5000 is provided in Section 3.11 of the Technical Scope of Work on Sheet RW-1 of the proj�tpl�� Terracon Consultants, Inc. 4685 S. Ash Avenue: Suite H-4 Tempe, AZ 85282 P [480] 897 8200 F [480) 897 1133 terracon.com - -- � � � � MSE Retaining Wall Design 1��rracon First Chair � Vail, Colorado May 21, 2010 Terracon Project No. 65095812 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. / '� ��, = � _ . �� __,- +,y� _ _ /'�/'�D r�,ea _ �s�`/ J� '�� Jen ifer K. Tr 6yS,e�YD. Neely, P.E. �- ,�' +�. ,�,��`� , Project Manager Prmcipal � N:\projecfl2009\65095812\Submittal V-Revision\Documents\65095812.rpt Enclosures: Design Calculations (5) Engineering Plans (5) �+�i��t��C� Reliable Responsive Convenient Innovative 2 �o,�E.,�m_�a��am�o.�.�m_.o.�=�,�m��a.��m�,a.��,�mm�o�,��m_,o�,�,��„oHS��.��,o.��m.�,�.��o.��.v�,.�,oW,��mm�o,.�..�N.�,o,��.,m��o,��m�„o,��m�,o.,��,��w>o�=�„m.�,o.u��..��a.�,�,�.,m.o • MSEW--Mechanicaliy Stabilized Earth Walls NORTH DAY LOT Present Date/Time: Thu May 20 10:0828 2010 N:�Projcets�2009\6�095812\Submittal V-Revision\MSEW Calc\WALL 1 STA 0+64.BEN NCMA DESIGN METHOD NORTH DAY LOT PROJECT IDENTIFICATION Title: NORTH DAY LOT Project Number: 65095812 Client: ALPINE ENGINEERING,INC. Designer: JKT Station Number: WALL 1,STA 0+64.0 Description: Company's information: Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 Tempe,AZ 85282 Telephone#: 480-897-8200 Fax#: 480-897-1133 E-Mail: tmkapita@terracon.com Origit�l file path and name: N:�Projects�2009\65095812\Submittal V-Revision�lVISEW Cal..... .....\WALL 1 STA 0+64.BEN Original date and time of creating this file: PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinforcing material. ��au��ic.�.�t'nv. .SE '��.u_.,.�.cn�'�n...�:�E��r.��..�•�n:o:ciu �-u�� . '..,�._.�v �.�.�� -. - . . .. •� „ ._ . i� � �. . . � � .4i�..��u o? . _ .. .a .......a-'�c. ..�_�.._i�_.._......_�.,4..� -.-.'.._"- :.� - .s_::..�..._._' ...-. ..� .a_�.. .. .:a-�'ni_.o I NORTH DAY LOT ` � Paae 1 of 11 P Copyri�ht�1998-2007 ADA:�1A En�ineering,Inc. License number MSEW-301671 i vmo.iousEr�e.,o,.a.wewvm.esoweuvmn.�ow-evv.,,,m�.aWServe,.,,io.vse.vv„,o„�owawv.�,„„�.a.mewve,.A�.a.�uev�..,�io�ue+�v.,..,,�o.scwvm�„io��sev.m.,iusiseuue.,mio>ue.��.��ao�aewv„,o,ie.�ue.vve,n„�o.use.v�e,.„�o.we,.v.�,e,�o�neu�.,,e,�ovse+-w�noio>usv..,w�o � • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrn[Date/Time: Thu May 20 10:0828?O!0 N:\Projcets�2009\65095812\Submit[al V-Revision\MSEW Calc\WALL I STA 0+64.BEN >eeu ve.e.,ower vmm�o wev va,m,o..vev vam�u.�ner�m,e.�.o.NSex v�,n.,o„:evvme,�owe+�v.�,n.�nwnv v�„�„u.urv,� wew�„n.,o vser vmw,0 4s � SOIL DATA REINFORCED SOIL Unit weight, y 125.0 lb/ft' Design value of internal angle of friction, � 32.0° I RETAINED SOIL � Unit weight, y 128.0 lb/ft 3 Design value of internal angle of friction, � 31.0° FOIJNDATION SOIL(Considered as an equivalent uniform soil) ��, Equivalent unit weight, y�QU;�. 128.0 lb/ft' '' Equivalent internal angle of friction, ��Q,,;,,. 31.0° Equivalent cohesion, C eq��. O.O lb/ft Z '� Water table does not affect bearing capacity � LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.4561 Inclination of intemal slip plane, yr=46.04°. Ka(external stability)=0.5093 BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=32.67 N y=25.99 SEISMICITY Not Applicable I � � I � � � I NORTH DAY LOT PaQe 2 of 11 Copyri�ht G�^1998-2007 ADAMA En�ineering;Inc. License numUer MSEW-301671 . MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Praent Date/Time: Thu May 20 10�0828 2010 N:\Projects�?009\65095812\Subrttittal V-Revision\MSE4V Calc\WALL 1 STA 0+64.BEN m .�eem�a.w�uasevv.�.nu.i:exv.��rovec�.�v.�.m,ousEwvmeoio..uEV,v.�m,o.u�� INPVT DATA: Geogrids (Analysis) � D A T A Geogrid Geogrid Geogrid Geo�rid Geogrid ; tvpe#1 tvpe#2 twe#3 tvpe#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 1.10 Installarion-damage reduction factor,RFid 1.20 1.20 ' Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall for strength N/A N!A Coverage ratio,Rc 1.000 1.000 I Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A Variation of Lateral Earth Pressure Coefficient With Depth Z K/Ka K/Ka 0.0 1.0 2.0 3.0 0 ft 1.00 0 3.3 ft 1.00 Z�� ': 6.6 ft 1.00 6.6 9.8 ft 1.00 13.1 ft 1.00 9.8 ! 16.4 ft 1.00 19.7 ft 1.00 16. 26. 32.8 � i I � � i � i � .,��,.,j_�,.. � .. ........ .....>3 _,,�,.,_. .. , .3, �.�,. , ..._,_ .._„ . ,_ ,.. ,. , .>_ _ , _ _ _. . . , ..,__ , .._.. ,.. ,,�. _,. .._,. = -- __,. ,. ,... _ . _. ,_ , NORTH DAY LOT � � Page 3 of 11 i Copyri�ht�1998 �007 AD�M,�.En�ineermg Inc L�cense numbe� MSEW 301671 ,....,�,. ., „. ,�.. ...<.. ,.,-�,., ,.,.�,,. ....�,,. „ .�, ...__ .�.......,,_�, - �,,.... - t �.,.� ._... .�,, .,..:� .,._�.,..._ ,..�._._..,,..�,.... � .�. ( . . . . I < �mm�oU,�.m��ou,�,�.�_�o.,,��a��o.,,��.�°o,a�=e,,,moo�oN=�,�m_,o>�,��a��o,��.,w.��.,_�,�.��o„=.�.�.�,o�s�.,�.��o>,=Ew�mw�o>,.��.��„�e,.=��,a,�o,ssFw.m.�,a�,��.�.�..ou,�.,e,.�,awaE��.�.�,o,.,��..��o,,,�,��,�,o>.�,��,n,�o i • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Datellime: Thu May 20 10:08:28 2010 N:\Projects\2009\65095812\Submittai V-Revision\MSEW Calc\WALL I STA 0+64.BEN o"��o�u��me.,o.we��mo.,o>un,��e��o>ss�� INPUT DATA: Facia and Connection (Analysis) IFACIA type: Facin�enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 f+. Horizontal distance to Center of Gravity of block is 0.49 ft. i Average unit weight of block is Yf= 120.00 lb/ft' � Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 0.25 i 0.00 1.00 0.50 0.25 1.00 -�- - 0.50 1.00 0.75 -� � ( I 0.75 1.00 1.00 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 i To-static/Tmax Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight�'> �� Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 406.0 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 3357.0 2491.00 4396.0 2552.00 Service Strength Criterion @ 3/4" Geogrid Type#1 �3� Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A 789.0 1136.00 2188.0 1796.00 2016.0 1420.00 2931.0 2106.00 3357.0 1795.00 4396.0 2552.00 iJltimate Strength Criterion Service Strength Criterion Weight Weight of Vu �4> of Vu' �5> blocks blocks 0.0 900.00 0.0 900.00 267.0 1055.00 267.0 1055.00 1245.0 1566.00 1245.0 1566.00 1662.0 1800.00 1662.0 1800.00 �i>�z��s��a��s> Weight of blocks,Tultconn.,Tconn@3/4",�/u and Vu'are in[lb/ft] D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 Product Name Strata SG.. Strata SG.. N/A N/A N/A I Durabilityreduction factor,RFd 1.00 1.00 N/A N/A N/A � Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A � Overail factor of safety:connection break,Fs N/A N/A N/A N/A N/A ,i Overall factor of safety:connection pullout,Fs N/A N/A N/A N/A N/A . �,.,. .....�...,,,:,. E �._,:__ .�.�,�s,� .�.�,.._,. _..�, _ .. , . .. . ,- . , ,., �, , , . . , . , , � . ,. ,E , � , � �.,..,;. _..,._; ._,. , :.. . ._ . . �. . :, _ _ . __ _ _ .. . ...._ . ._ ..._: _ _ _:,. � NORTH DAY LOT Ps�e 1 of I 1 � Cupyri�ht�' 1998-2007 ADAMA Engineerine,Inc. License number MSEW-301671 � �.�o�e„n_�oN.E m�,�.��.�m�o�=�,vm�,oW,��.��0,0>,3��,��o.��,�mm�a,,,��.�.�,o„=�,.n�u�a,,,Ew..,.�,o,��R..�,aN,�,��,m,o.u��m<,,,o.,,�w,..,.��a,uEw�.,.��o.,,�.�.�.o.,o.u��H.�,a„>�,,.�o„o„s�,�moo�a.,��,m,o � • MSEW--Mechanicaliy Stabilized Earth Walls NORTH DAY LOT iPresent Datell'une: Thu May 20 10:08:29 2010 N:�Projects\2009\65095812\Submittal V-Revision\MSEW Calc\1VALL!STA 0+6A.BEN I �:e,�ve,o„o.uew��,W�o.usEwva,m,uv,Ewv�,„,�oasnvv�m,n>�:nv�,,,m,n�uEV,vm„„oa:eY�.oe„aHS � � � INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) � � Design height,Hd 5.66 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished ' bottom grade is H=4.33 ft} � Batter, c� 0.0 (deg� � Backslope, (3 26.6 �deg] � ' Backslope rise 8.0 [ft] Broken back equivalent angle,I=26.60° i i UNIFORM SURCHARGE ��N� Uniformly distributed dead load is 100.0 [Ib/ft Z] ; ,� ANALYZED REINFORCEMENT LAYOUT: ��` _ _� , .�h. � SCALE: I � 0 2 4 6[ft] � ,�,:,�,,.,:,.,,�.<,s�,,.,__; e ,. „� �, ,.;,_. ._ . _ ,...:; _ ..�,.,., ,__, -,..: ,.,<-., ,E .:.... ...... ._.. ... ,_. �, ,_ ,..�_,. ..._,� ,_ .__,.>,_ �.,,. ,_ ..., ._ ,_.,. . � NORTH DAY LOT Paee�of i I Copyright 5 1995-2007�DAMA En�ineerin�,Inc. License number MSER�-301671 �mm,o„�,�m..�a.,,,��.m�o�,�,�ma�o.u,�,.�N.�,o,,,��.�.oM,��,�„o>.,��.�m,a,ss�,.vm.�,a�,�.,.,.�,�.,o„�EU.,.,w;o>.3��,�.o��„�.w,o„=��,�„o>.,Ew,.�n�,o,.,�,��m�o.W=��.��a,��H�,.oN,e.,,.��ow=EU,mm�o..,��.�.�,o,,.�,�.,��a I • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Prarnt DatdTime: Thu May 20 10:0829?010 N:\Projects\2009\65095812\Submittal V-Revision\MSEW Calc\WALL 1 STA 0+64.BEN is aiuEW'vmm�oWE'�'vmviousEwvmm�0�6EV/vvim)o.WEwvm�onio.NSEwv.�m�ONS ��iFUV.�.n�0�u ��SE.A.v ��Fy„ 4�, � � ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs=9.85,Meyerhof stress= 1253 lb/ft2. i Foundation Interface:Direct sliding,Fs= 1.614,Eccentricity, e/L=0.1209,Fs-overturning=3.29 I GEOGRID CONNECTION �' Fs�a,3/4" Fs-peak Fs-overall Geo�-id Pullout Direct Eccentricity Product # Elevation Length Type �service �failure �geogrid strength resistance sliding e/L name [ft] [ft] # criterion] criterion] strength] Fs Fs Fs 1 0.67 7.00 1 3.36 4.82 5.56 5.559 15.751 1.576 0.0964 Strata SG200 2 1.33 7.00 1 3.91 5.80 6.68 6.680 15.562 1.716 0.0728 Strata SG200 3 2.67 7.00 1 3.66 5.68 6.54 6.544 9.448 2.096 0.0250 Strata SG200 4 4.00 7.00 1 4.03 6.19 7.26 7.261 5.443 2.681 -0.0267 Strata SG200 GLOBAI,/COMPOiJND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search�id�the calculated minimum Fs is 1.542 (it conesponds to a critica]circle at Xc=0.33,Yc=24.61 and R=24.78 [ft]). I � i i I i ,I �i i . . � .._, ._ _. �.,_ ..�.�__,�... ��..,__.� , ...._.,� , �._,. ,� ,.,_,�_. ,. , ..._. ,...__,.. ,.._ .,. ,_ __ , ,, ...__. __ <,..�...._ . _....,E� ..,. .�......�. �,_�.. I � NORTH DAY LOT Paee 6 of 11 Cupyri�ht�1993-2007 ADAMA En�ineerine,Inc. License number MSEW-301671 ��.m,o»��.�m�ow�,��o,�aW=�,��,m,o.��m�,o„=_w,w�„o„��.,.��a,ssEw�.�ao,o,u�„m�„o.W=��.�.�,ow,E.�,m��».,�E..�,.��o>„Ew,.�.�,o,,,�,.��,��a,��„m�,�a�.�,H.�,o,.,EW�.�d,o..,�Ew��.m.o>„�.�m�,o,��,�ad,ow�,��.m,o.�..��n„�o • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrnt DatdTime: Thu May 20 10:0829?010 N:�Projects�2009\65095812\Submittal V-RevisionWISEW Calc\WALL I STA 0+6A.BEN m asEw�qm,nv:evvm„�,u�i:c�v�,„„o.a m „:nvv."m,orssev�m.„,oMS .,:n•,v BEARING CAPACITY for GIVEN LAYOUT STATIC SEISMIC UNITS , (Water table does not affect bearing capacity) Ultimate bearing canacity,q-ult 12342 N/A (lb/ft 2� Meyerhof stress, 6v 1253.1 N/A (lb/ft 2] Eccentricity, e 0.85 N/A [ft] Eccentricity, e/L 0.121 N/A Fs calculated 9.85 N/A Base length 7.00 N/A [ft] j��w,.,� � .. a , �`��' �� '. � ��,�� ;�� ,; ,��, , � `�� ,�'� �� 3 �a ' �� f.. . � S :', _ �`:..:�... �tT� ` I � I � SCALE: I � 0 2 4 6[ft] �, _.. .., ' . �v.,t. . .. . ..... . ........ �,. ,. ,_ ,_, .., _...:., , ,.,._. :,. - , -- - -°, ,_,.:.. ...,::,. , i NORTH DAY LOT Pa�e 7 of 11 Copyright�1998-2007 ADAMA Engineering Inc. License number MSEW-3016 i 1 � • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Presrnt DaWTime: Thu May 20 10:0829 2010 N:�Projects12009\6�095812\Submittal V-RevisionVbISEW Calc\WALL 1 STA 0+64.BEN m .i:evv.�„,�o�ue„va,�,nx,cv,vn.;w�o.0 W:cwva,W,u.0 m e�� DIRECT SLIDING for GIVEN LAYOUT � (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static= 1.614 i ' # Geogrid Geogrid Fs Fs Geogrid � Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.67 7.00 1.576 N/A 1 Strata SG200 ', 2 1.33 7.00 1J16 N/A 1 Strata SG200 3 2.67 7.00 2.096 N/A 1 Strata SG200 ' 4 4.00 7.00 2.681 N/A 1 Strata SG200 ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static=0.1209; Overtuming:Fs-static=3.29 # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name � L�] [ftl I 1 0.67 7.00 0.0964 N/A 1 Strata SG200 2 1.33 7.00 0.0728 N/A 1 Strata SG200 3 2.67 7.00 0.0250 N/A 1 Strata SG200 4 4.00 7.00 -0.0267 N/A 1 Strata SG200 � I � ,I I �i i I NORTH DAY LOT - .....,. �.�_,", .. '�"- "„ ,_ ,�Pa�e 8 of 11 Copyright 2,�1998-2007 ADAIvtA En�ineerinL,Inc. License number MSEW-301671 � v,�n.,cautwv.��u�i,ewv.�,,,nwstwv..e„u>ue��v.�n�,n„seur�,.a,n.NSSw�m,„„u.usevv..,.p,u.wea�v�,m,n�,sEw�-.��,,,oxscw�.,,..�,n,,;e+�,�a.m�u",eav..,,,,,u,�s�+r..:,,,�,ovsrx�.�.m�o.sseu�.:,.M,n,,,,.�.,..,n.wseu�m�,�,u.u.e�v.�„�,o.tisew�.��o,n„scw�He�,uu,._u�.��o�.a ' MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i Presenc Datdl'ime� Thu May 20 10:0829 2010 N:\Projects�2009\65095812\Submittal V-Revision\MSEW Calc\\4ALL t STA 0+64.BEN m �uevve,.e,a��seYVam,n�,c_ .,sewv.,,e,3uNS .,:e.v � �e� e+ � I RESiJLTS for STRENGTH # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual � Elevation [Ib/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product � [ft] Fs-overali Fs-overall Fs-overall Fs-overall name static static seismic seismic 1 0.67 1�60 316.52 N/A N/A 5.559 N/A N/A Strata SG200 i 2 1.33 1760 263.42 N/A N/A 6.680 N/A N/A Strata SG200 3 2.67 1760 268.89 N/A N/A 6.544 N/A N/A Strata SG200 ' 4 4.00 1760 24232 N/A N/A 7.261 N/A N/A Strata SG200 i � RESIJLTS for PULLOUT # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [lb/ft] [lb/ft] [ft] [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [ft] [lb/ft] Fs Fs [lb/ft] Fs Fs 1 0.67 1.000 316.5 N/A 535 0.65 4985.6 N/A 15.751 N/A N/A N/A 2 1.33 1.000 263.4 N/A 4.72 1.28 4099.2 N/A 15.562 N/A N/A N/A 3 2.67 1.000 268.9 N/A 3.43 2.57 2540.5 N/A 9.448 N/A N/A N/A 4 4.00 1.000 242.3 N/A 2.14 3.86 1319.1 N/A 5.443 N/A N/A N/A � i i � � � � �, �� NORTH DAY LOT Pagz 9 oY 11 Copyri�ht�1993-2007 ADAMA En�ineerine,Inc. License number MSEW-301671 i �.��,�o.vs��mm,o„=�,�m��o»�.�.��o,��.�no,o,.,�.�.�_,.o>„�„��oW.�,�.,�,�o,,,�,.N�.a»e.��m��.,,�,.,.�n�,o..,�,..rt..,��o>:,Ew,mo�.�.,s_w�.��;�.�,Ew�ma�,o„=�.��,o„=��.�n��,�=�.�N��o.,,��e,�,o,u�,�NW�o,,,��.,��.�.,,��o � • MSEW--Mechanicall Stabilized Earth Walls Y NORTH DAY LOT i Present DatdTvne: Thu May?0 10:0829 2010 N:\Projects\?009\65095812\Submittal V-RevisionWISEW Calc\�VALL 1 STA 0+64.BEN ,o.�v�„W,ow�� .se»�m �isEwv„mio�u � RESULTS for CONNECTION(static conditions) i # Geogrid Connection FS-Bulging Available Available Available fs-overall Fs-overall Fs-overall Elevation force,To connection connection Geogrid connection connection Geogrid Product i [ft] [Iblft] Peak Deformation strength, strength, strength, peak service strength name � Tcl-failure Tcs-service Tavailable criterion criterion [Iblft] Specified Actual Specified Actual Speafied Actual [Iblft] [Iblft] � 1 0.67 317 12.46 12.46 1524 1062 1760 N/A 4.82 N/A 336 N/A 5.56 Strata SG200 2 133 263 6.96 6.96 1528 1031 1760 N/A 5.80 N/A 3.91 N/A 6.68 Strata SG200 3 2.67 269 9.03 9.03 1526 985 1760 N/A 5.68 N/A 3.66 N/A 6.54 Strata SG200 i 4 4.00 242 7.07 7.07 1500 977 1760 N/A 6.19 N/A 4.03 N/A 7.26 Strata SG200 � I i � � - � i i i � �I � NORTH DAY LOT Pa�e 10 uY 11 Copyright 2v 1998-2007 ADAMA Enaineerin�,Lu. License number N1SE�V-�01 b71 I ��,o,�o»�aW,oa��N,�.o�,�,�.�w,av,��„o�,�..�RO.,a,,,��..��o,ssEw��,�„o..��,�moo�o„=�,�,e��oWt�,.,.��a.,��,.�,o,,,�,m.�,o.,,=��.��a.��a � � • MSEW--Mechanically Stabilized Earth Walls Ns� ��,a„SEWVU'�,a.,�„n�'o."�`m�'oNNORTH'DAYmLOT iPresrnt DatdTirtrc: 7hu May 20 10:0829?010 N:\Projects�2009\65095812\Subrttittal V-Revision\MSEW Calc\WALL 1 STA 0+64.BEN � � GLOBAL/COMPOIJND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) IFor the specified search grid, the calculated minimum Fs is 1.542 I ' (it corresponds to a critical circle at Xc=0.33,Yc=24.61 and R=24.78 �ft� where(x=0,�0)is taken at the TOE or I' Xc= 109.70,Yc= 1024.61 and R=24.78 [ft]when the tenain coordinate system is used as shown in the table below.) I TERR.AIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6` #7 #8 #9 #10 #11 ' Soil layer#1: y = 120.00[lb/ft'] � =30.0° c=0.00(lb/ft 2� ', x(ft� 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288.7 2953 311.7 328.1 , y[ft] 1001.3 10013 10013 10013 1001.3 1000A 1000.0 1000.0 1000A 1065.6 1065.6 � � i 'i �� I i � � i I i NORTH DAI LOT ` pase 11 uT I 1 Copyright C 1998-2007 ADAMA En�inzerine,Inc. License numUer IvISE�V-301671 �oa,�,�,�„o�,�,�.�w�ou,��mm,o4�,�m�,ow�,�m�.,o>„Ew��,m„a„=�.�.�.,,,o,,,��.�.��o„=�,,.�w,o„��,m�o>„�,-�,��,o>„�,,..,�,�>,.��mo,�o>„��m,o.,=�,..�,w,�,.,eH,�,.�,o.,=��.��,�o„E.,��m,o>„�,�mno�o W��,.��a�z,��,�,�,�o • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrnt DatdTime: Thu May 20 10:17:54 2010 N:\Projects�2009\65095812\Submittal V-Revision\b1SEW Calc\WALL 1 STA 0+94.BEN m,o.rseW�e,.b,oauevve,m,a,ueeva,wiu,u�wv Nse�"a,wiov.ecw�mn�,ua,n.•�.�,m�n.,seuve,W,u,sseuva,e„owevva,„, �se,nv„o„cvscm�.,,n„o�seuv�,.,,,,oH.evv.,.„„ovsev.�.�„„�n.w:e+-�.��ie..is_v .�:e.�a,a,�c,utwv�o.,o.i:ei��m.b,u NCMA DESIGN METHOD NORTH DAY LOT PROJECT IDENTIFICATION Title: NORTH DAY LOT Project Number: 65095812 Client: ALPINE ENGINEERING,INC. Designer: JKT Station Number: WALL 1,STA 0+94.0 Description: Company's information: Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 Tempe,AZ 85282 Telephone#: 480-897-8200 Fa�c#: 480-897-1133 E-Mail: tmkapita@terracon.com Original file path and name: N:�Projects�2009\65095812\Submittal V-Revision�IvISEW Cal..... .....\WALL 1 STA 0+94.BEN Original date and time of creating this file: PROGRAM MODE: ANALYSIS of a SIIvIPLE STRUCTURE using GEOGRID as reinforcing material. .E„�,_��,•,�,,.,..;. ..�.,,,_ .._.� .,,,� � .,__ ..�.,;>, ...,.�f: _:„_.,..._,. ,.,_::� _ ..�_:.. �,_,,._: ..,. ,_ ,.. . �.,_ INORTH DAY LOT \ Pa�e 1 oY 1 I Copyrlght�1998 2007 ADAMA En�meeune Inc Ucense numbei MSEbV 301671 ' iI vmm,o,��a.�,o.��...��,oH,�.�.,,w,a..��.m�„o>„��,o�ss��„o.�E,,,m.�,o>„�.,��.�,o.,s�,�„�,o...�,,.��,o>��,.�oa,o,..w.r..�,�.u��.�m�o,�,Ew��n,,,oW,��,��,o�„��mm,o„s��.�.�,o��E.�..�,oN��,Pw,o��..�,o.��Hw,o i . MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrnt Date/Time: Thu May 20 10:17:54 2010 N:1Projects�2009\65095512\Submittal V-Revision�MSEW Calc\WALL 1 STA 0+94.BEN .uev v�i on�sev ve,.,e,u„se.v„,ae�n we.�vm�,,,o W:Ew v,,.�„�u.ue�v.�,m,o Ws ' SOIL DATA I REINFORCED SOIL Unit weight, y 125.0 lb/ft' � Design value of internal angle of friction, � 32.0° I RETAINED SOIL I Unit weight, y 128.0 lb/ft' Design value of internal angle of friction, � 31.0° FOLJNDATION SOIL(Considered as an equivalent uniform soil) Equivalent unit weight, Y�q�;,,. 128.0 lb/ft 3 � Equivalent internal angle of friction, ��q,,;�. 31.0° ' Equivalent cohesion, c �q,,,�. O.O lb/ft Z Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.4561 Inclination of internal slip plane, y�=46.04°. Ka(external stability)=0.5093 BEARING CAPACITY Bearing capacity coefficients(calculated by MSEV�: Nc=32.67 N y=25.99 SEISMICITY Not Applicable i i � I ,_., L ..._ .� .._.,, _ ,..w.. .. ........ .,_... .,._ ,_ .....,. _ .�,..„ ..... , ._,.,. _ �..., _ ..._,.,,� .._.. ,_, �.,<j,. .. _, ..._. _ �.. ,.,.. .., ...,. ,,,., .,, .._,. 'I :. . � NORTH DAY LOT Page 2 of 11 Copyright�1998-2007 ADAMA En�ineering,Inc. License number MSE�V-3U1671 ` vmmi0��sfllvnmia>15Ewv.nue�aNSlwvmw>.ONffWVnm10N1Ewvmneio��sEw�nmiuWSEwvmmia.uitwvneoio�es5u'v.�.oia��.EU�xm�o�iaEU�m.w�oNSEw�oniia�f>Ewvnm�o�isEwv.nmiowEU�.nuuia�.a!��.r.wiiu�uEUV.nmia�tiw�'.mia��SEttvmmiowEwvmmiu.tuEw��.��a � . MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Prarnt DatdTime: Thu May 20 I0:17:54?O10 N:�Projects\2009\65095812\Submiital V-Revision�lSEW Calc\WALL I STA O+9q.gE`7 m ..ue.�.�,��owEV,�a,„„ov.ev�e.w,u.�:en�....,o�oW:e�vm�,�u.u:e��a�„a>�ss,�� i m m I ' INPUT DATA: Geogrids (Analysis) I ; D A T A Geo�-id Geogrid Geogrid Geogrid Geog�-id � tvne#1 tvpe#2 tvpe#3 tvpe#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 1.10 Installation-damage reduction factor,RFid 1.20 1.20 ' Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A � Fs-overall for strength N/A N/A ' Coverage ratio,Rc 1.000 1.000 Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A Variation of Lateral Earth Pressure Coefficient With Depth Z K/Ka K/Ka 0.0 1.0 2.0 3.0 0 ft 1.00 p 33 ft 1.00 6.6 ft 1.00 Z�ft�6.6 _ 9.8 ft 1.00 13.1 ft 1.00 9,g ; 16.4 ft 1.00 19.7 ft 1.00 16. i 26. i 32.8 i I i i i I 'I ..._. ,..,_... _, _.. , ,_.,_,. ..- ,.,_. _,._N,. ,_ .�,._,. NORTH DAY LOT Pa�e 3 of 11 Cupyrigh[�1998-2007 ADAMA En�ineerins,Inc. License number MSE��-301671 vmueiY��fEVVU.mia��3EwVn.nlO��iFwvntniousEwvmunio�uEw�'n�lo�uEU'v.nmia�tiEwvmwlo.wi^v�m io s �.. a iuv ♦ x� ��I w.MEU .m.NE mwi•�.ISE mmioM3FV'�mw)ov.SEwvmmlo�.sEwv.nun�o�SEw�er�uii�o�lsEV�mmloWEwvmnnJOtlaEwv�nw�O�ISEwvom�O�.SEU�v�mlo�sEw�muolo � • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Presrnt DatdTime: Thu May 20 10:17:54 Z010 N:�Projects\2009\65095812\Submittal V-Revision\b1SEW Calc\WALL I STA 0+94.BEN � .d.e+��,.o�ue.,��,,,,,,owEw�m�„o>,:e,•�.,m,o.i: 1 m INPUT DATA: Facia and Connection (Analysis) i FACIA type: Facing enabling frictional connection of reinforcement(e.�.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 f+. Horizontal distance to Center of Gravity of block is 0.49 ft. Average unit weight of block is yr= 120.00 lb/ft' I Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 0.25 I� 0.00 1.00 0.50 0.25 1.00 ' 0.50 1.00 0.75 --- ;. �_- '- ---_ =--- 0.75 1.00 1.00 ' 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 iTo-static/Tmax Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geo�rid Type#4 Geogrid Type#5 Weight�'� �2> Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 406.0 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 3357.0 2491.00 4396.0 2552.00 Service Strength Criterion @ 3/4" Geogrid Type#1 �'� Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A 789.0 1136.00 2188.0 1796.00 2016.0 1420.00 2931.0 2106.00 3357.0 1795.00 4396.0 2552.00 Ultimate Strength Criterion Service Strength Criterion . Weight Weight of Vu �°� of Vu' �5> blocks blocks 0.0 900.00 0.0 900.00 267.0 1055.00 267.0 1055.00 1245.0 1566.00 1245.0 1566.00 1662.0 1800.00 1662.0 1800.00 � �i��2��s��a>�s� Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in[lb/ft] I � j D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 I � Product Name Strata SG.. Strata SG.. N/A N/A N/A Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A � Overall factor of safety:connection break,Fs N/A N/A N/A N/A N/A � Overall factor of safety:connection pullout,Fs N/A N/A N/A N/A N/A � NORTH DAl'LOT Page 4 of 11 Copyright 0 1998-2007 ADAYIA En�ineering,u�c. License mimber MSEW-301671 i �m.�,o.se.,�.��,o.v:eu.,�.,,,o>„��.�a,o.ue.�m�,.ow:�...na„a,�:Ew�mm,a..:e,.�...�,o>.sew��,m,o..�s��o„o>.,n.�.,..,.,,��.:E...,.��,�..,,��.,w„o,�,Ew..�.,�„�.�,e+�m�,o,UF.,..�e�,�...ew�.,.�,o.�:��.�m,ou,n�mm,o.�ew�mm,o.��.�mv,,,,a�,��,.b,a i • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present DatdTime: Thu May?0 10:1754 20I0 N:\Projects\2009\65095812\Submittal V-Revision\MSEW Calc\�VALL 1 STA 0+94.BEN � m � � � 1NPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) I Design height,Hd 5.00 [ft] {Embedded depth is E= 133 ft,and height above top of finished bottom grade is H=3.67 ft } ; Batter, � 0.0 �deg� Backslope, (3 26.6 �deg] II Backslope rise 8A [ft] Broken back equivalent angle,I=26.60° UNIFORM SURCHARGE ��`�`� Uniformly distributed dead load is 100.0[lb/ft z] .P."l...-_..._..,..�._,�_,�3 � I ^� .. �� ANALYZED REINFORCEMENT LAYOUT: � s � ,. �- ,n - �.1- _�: , ,�-- _� _ i � � -- --- � i � 'i SCALE: ; 0 2 4 6[ft] NORTH DAY LOT Paee�of 11 Cop��right^�.�' 1998-2007 ADAIvS_A En�ineerin�,Inc. License number MSEW-301671 ��,_.o.W��ma,o,.>��.,��o,��.��„o,u��mW,o�,�..��,o,��m�,a,.=M�.�.A,o.�EU,.�,N��a>,Ew,�,.��o>„w�ma,a.,,�w,.��,,,o,,.w�. ,o�,�. ,a., , , , _ _ �� . �,�, .� .n,��a�,�m.�.o.N=�,m.�,o>.,��.,v„o»EW,�,no,au,_w�H��o,��,�mn,�o.y�,��..�» � • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT I Present DatdTime: Thu May 20 10:17:54 2010 N:\Projects\2009\65095812\Submittal V-Revision�MSEW Calc\WALL I STA 0+94.BEN m _ aaiEU�vmm�oMSEwvmml0vsf`vvnm)a.WEV+vmm�O.MSEwvmun�a�!iEwvmnn)av5 Nifl��nm �. � ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 13.01,Meyerhof stress= 10661b/ftz. Foundation Interface:Direct sliding,Fs= 1.761,Eccentricity, e/L=0.0850,Fs-overturning=4.07 � GEOGRID CONNECTION � Fs(a�3/4" Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type (service (failure �geogrid strength resistance sliding e/L name [ft] [ft] # criterion) criterion] strength] Fs Fs Fs i ' 1 0.67 7.50 1 2.83 4.20 4.84 4.835 13.908 1.718 0.0629 Strata SG200 I 2 2.00 7.50 1 3.67 5.69 6.56 6.555 12.576 2.068 0.0187 Strata SG200 '� 3 333 7.50 1 4.00 6.15 7.21 7.212 8.257 2.595 -0.0303 Strata SG200 ' GLOBAL/COMPOiJND STABILITY ANALYSIS (iJsing Bishop method and ROR=0.0) For the specified search grid, the calculated minimum Fs is 1.620 (it corresponds to a critical circle at Xc=-3.68,Yc=28.96 and R=29.19[ft]). I I � I I I � .,� . , ,..�... ,..__. _ �,�_�.,,_..,.,,__.. . ,_,,.�_ ,a � _ . � . , �, . .,__,. _ ,.� , ..... .,_ �. , , � - _. --... _ __. .._ _ . ..�_ ..._... . �.. . ,_ ,. _ ::..,. ,�_.: � NORTH DAY LOT Paee 6 of 11 � Cupyrieht C 1998-2007 ADAYIA Engineering;Inc. � Licensenumber NISE��%-301fi71 v.nw�a NSEw vmm i.Of�iEw vmm�o.N9Ew v.nwlON�FV vmvi i aa�sEU'v.non i O�uEw vmw i o��SEw�•ow�0�is!w vmw 10�6Ew v.nm�a�sEw vm.x+�a..SEU v.nnn i o�bEw�.nm�os�aEw v.nw�o�sEV vwm)o��SE`+'v.noo�o�.aEw vnoo 1 oMaEw v.nu�>o�tiEV�vv�w la MsEw vmm I ONSEw v.n:a�a�:sflv v.:,un�0 • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrn[DatdTime: Thu May 20 10:17:54 2010 N:\Projects\2009\6509581?\Submi[tal V-Revision�[vISEW Calc\WALL I STA 0+94.BEN ,owew�e.n.,oa:ev v.,�n.�u.�uv v.,,;�,oa:es vno„n N,t,v v.,,m,ovs v:eY v E.a. I BEARING CAPACITY for GIVEN LAYOUT STATIC SEISMIC UNITS ' (Water table does not affect bearing capacity) ' LTltimate bearing canacity,q-ult 13867 N/A �lb/ft z� � Meyerhof stress, 6v 1065.9 N/A (lb/ft 2] Eccentricity, e 0.64 N/A [ft] I Eccentricity, e/L 0.085 N/A � Fs calculated 13.01 N/A Base length 7.50 N/A [ft] i �_. I � . �L i ,. w �,�� -- �z=�_ � _ ,��,r, �:. � i r� � --�_ - '� � � ; ,;� _,� I K� �` _ I � II ( ', SCALE: i i 0 2 4 6[ft] NORTH DAY LOT � Paee 7 of 11 Copyti�ht C 1998-2007 ADAMA En�ineering,Inc. License number ?vISE�V-301671 , �,noo�o��,nm,ou,Ea,�.d�a�,��m�.o��mo.,o.�,��,.��o.,,=�,�.,.�,o„=w��,�,��>uw��,�,o�,=�,�..�,o,u�.,.�Po,o,,_�..��„�,�3�„a,6,o„_u�N�.o>sfl..�.��,o„=��,�.�o,,,��.�m,�>,�W�.�o�,oN;��.o.�,o>„��m.��o>ss��.��a,,;��.��,o � • MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Present Datdl'ime: Thu May 20 10:17:54 2010 N:\Projects\2009\650958L1Submi«al V-Revision\MSEW Calc\WALL 1 STA 0+94BEV � DIRECT SLIDING for GIVEN LAYOUT � (for GEOGRID reinforcements) Along reinforced and foundation soiis interface: Fs-static= 1.761 I � # Geogrid Geogrid Fs Fs Geogrid � Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.67 7.50 1.718 N/A 1 Strata SG200 2 2.00 7.50 2.068 N/A 1 Strata SG200 ; 3 3.33 7.50 2.595 N/A 1 Strata SG200 ECCENTRICITY for GNEN LAYOUT � At interface with foundation: e/L staric=0.0850; Overturning:Fs-static=4.07 # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.67 7.50 0.0629 N/A 1 Strata SG200 2 2.00 7.50 0.0187 N/A 1 Strata SG200 3 333 7.50 -0.0303 N/A 1 Strata SG200 � � i I � I � � NORTH DAY LOT ' � PaQe 8 of 11 Cupyri�ht�199�-2007 ADAMA Engineerin�,Lic. License number MSEW-301671 ; �.ew�o>,�,a.��o,��,��,.�,a,U�.,.mo„o.�E..�.,�,»W=��,W„o>,s�,-mm�a>„��.�y,,,,.M=�.,,,.�,�,,,�.,.�,N,.��.,sE��.��o,��,,.�m�ow�...,.�,ov,Ew,R,.�.o,.,��.�n��e,,,�..��,o>,s�,��,au,�,.�.,.,�av3�.��w.o,,,�,�a,��o„�Ew�m�.,a,��.��,�o ' . MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present DatdTimr Thu May 20 10:17:54 2010 N:\Projects\2009\65095812\Submittal V-RevisionUASEW Calc\WALL I STA 0+94.BEN m a:Ewv.�,o„n�ssawva,��n.ue.��,m,oxse.�w„o„oxsEwv.,,„„av, � � RESULTS for STRENGTH I I # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual I Elevation [lb/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product '� [ft] Fs-overall Fs-overall Fs-overall Fs-overall name � static static seismic seismic 1 0.67 1760 363.89 N/A N/A 4.835 N/A N/A Strata SG200 � 2 2.00 1760 268.41 N/A N/A 6.555 N/A N/A Strata SG200 ' 3 3.33 1760 243.98 N/A N/A 7.212 N/A N/A Strata SG200 ! RESULTS for PULLOUT # Geo�rid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [lb/ft] [lb/ft] [ft] [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [ft] [lb/ft] Fs Fs [lb/ft] Fs Fs 1 0.67 1.000 363.9 N/A 5.85 0.65 5061.2 N/A 13.908 N/A N/A N/A 2 2.00 1.000 268.4 N/A 4.57 1.93 3375.6 N/A 12.576 N/A N/A N/A 3 3.33 1.000 244.0 N/A 3.29 3.21 2014.7 N/A 8.257 N/A N/A N/A � i I I I �I � ,..,a:,.,.,,,,, ,F,,.._,.•.._,�,..__..,..: �.�. ,_,,. .: .s;,.,>_ ...�,. „_ ,E , ,., . , , , u „_.. ,. „, ,., ,_ ,.,�_ �:,.. ,. ,.:... ,. �.__,. . .:•, , , ,.;_,,.. , ;_,..__,� � _ ._.. _ - - -..,. ,_ ; NORTH DAY LOT Paee 9 of i l � Copyri�lit C�' 1998-2007 ADAMA Enoineerins,Inc. Lic�tse number MSEW-301671 � � � , . .,, ,.. ..._ , � . ,., .. ,:..._ .�.. �_ I I iv..,m,oa:eav.,m,o.MSnv�„,00,oxsevv.�.w,n>n�vm..,,n..:Ew�.,��,oasexv...o„c.W:Ewv.�.b,o.wEw,N.,,,,o.,:_w...,.,,o,.,.o�.�.,o�n.�.c�.va��„�u��sa��n..,,aWS_w�.:,..o�e,.,.,,�.....��em,.,..�.a„u>rse.��,.n�aa,sevvmPo,.owsE.,.ve�„,�,avs_u�.n..�,n��:=w�.��,,,o.sse.�v�,w,.o ' . MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT �i Presen[Dare/Time: Thu May20 IO�.I7�54?Of0 N:\Projects\?009\ti5095812\Submittal V-RevisionlMSEW Calc\WALL I STA 0+94.BEN � Ws��aw,o>uew�m��ov:��.,,�,oascw�m�,o.H:e.��md„o„s �,, � � RESULTS for CONNECTION(static conditions) I � # Geognd Connection FS-Bulging Available Available Available Fs-overall Fs-overall Fs-overall I Elevation force,To connection connection Geogrid connection connection Geogrid Product ,' (ft] [Iblft] Peak Deformation strength, strength, strength, peak service strength name � Tcf-failure Tcs-service Tavailable ' critenon critenon [iblft] Specified Actual Specified Actual Specified Actual � [Iblft) [Iblft] � I ' 1 0.67 364 7.01 7.01 1528 1031 1760 N/A 4.20 N/A 2.83 N/A 4.84 Strata SG200 2 2.00 268 9A1 9.01 1526 985 1760 N/A 5.69 N/A 3.67 N/A 6.56 Strata SG200 3 3.33 244 7.01 7.01 1500 977 1760 N/A 6.15 N/A 4.00 N/A 7.21 Strata SG200 I � � i i I � i I� I NORTH DAY LOT ' Pa�e 10 oY' 11 Copyri�ht�1993-200%AD.1MA Eneineering,Inc. License iiumUer MSEW-301671 � , . _ ,..,. _.,,..,, ,.�„_. .. _,,,.. ._ _..�.., «.,._ �._.._ . : i I � v.��miO.MSCr�mmio�fSEV'vmm�ANSEwv..�uci0u5tw�rowioMSEUV.nwio>.aEw�mm)a45Ewv.nmio�uE�'".�.+i��o_�uEwv.��oaia�uCUV.....iia�tiEwv.nan�a��s[wvmmi0�i5Ewvnu::�a�un��.....i�io�pEw��n,nio>.sEwtmov.exSE�vv.nm�oNSEw�.nmiovs5u�mo�iovsExv.��o>tiEwvm�w�o ' , MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i Present Date/Time: Thu May?0 10:I7:54 2010 N:\Projects\200916�095812\Submittal V-RevisionlMSE W Calc\WALL l STA 0+94.BEN aee��a..�o Wuw vmm,u wn,vm„,,,n.ue�".�.m�u Ms � � GLOBAL/COMPOLJND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) i IFor the�ecified search grid, the calculated minimum Fs is 1.620 , (it corresponds to a critical circle at Xc=-3.68,Yc—28.96 and R=29.19 �ft�where(x=0,}r0)is taken at the TOE or ' Xc= 105.68,Yc= 1028.96 and R=29.19 [ft]when the tenain coordinate system is used as shown in the table below.) � i TERR.AIN/WATER PROFILE � Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#i: y = 120.00[lb/ft'] � =30.0° c=0.00(lb/ft z� '; x�ft� 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288.7 2953 311.7 328.1 ' y[ft] 1001.3 1001.3 10013 10013 10013 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 � � � � I � � � � i i i I � , � NORTH DAY LOT Pa�e 11 oY 11 i Copyri�ht C�1998-2007 ADAMA En�ineering Inc. License number NISEW-301671