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HomeMy WebLinkAbout2007-P11021 - attached deck - PERMIT CITY OF ORONO Permit ►vumber: 2750 Kelley Parkway- PO Box 66 P11o21 Crystal Bay, Minnesota 55323 Permit Type: Addition/RemodeURepair (952) 249-4600 Date Issued: 6/5/2007 SITE ADDRESS: 1399 Park Dr Unit# Mound,MN 55364 P��� 07-117-23-42-0012 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 434 Permit Class: Building Addition/Remodel/Re air Permit Sub-type(s): Deck-Attached Permit Type: p DETAILS: Approved perresolution#: Separate permits required: NOTICES/REMARKS: Reconstruction of Entry Deck&Retaining Wall Below Deck FEE SUMMARY: Permit Fee: $ 441.75 Valuation: $ 30,000.00 Plan Review Fee: $ 287.14 State Surcharge Fee: $ 15.00 TOTAL FEE: $ 743.89 APPLICANT: Maxwall Landscaping OWNER: Steven&Sheila Sigel 15431 85th Street NE 1399 Park Dr Spicer,MN 56288 Mound MN 55364 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL 1MPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. A t l � Q p � �_-��'� 1 �� �C�l /APPUCANT PERMIT SIGNATU ISSUE Y SIGNATURE Copies: 1-File(Signatures Required), l-Applicant, l-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 y ;��' .a f , �< ., '' , , ,�: i r�' � � Total Fee: $ j71��, ,�� � DateReceived: / ����C � Entered By: - ,iJ�, �� Permit#: �/ �C; ZI CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please priizt all informc�tio�z) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) WNER R CONTRACTOR JOB SITE ADDRESS: 1�� PA�Z� ��� ZIP: �3�`�t Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �No If yes, a special event pei•mit is regzrir�ed with Police Department and City Counci!appr•oval 60 days prior•to the event. Shz�ttle bcrs service wil/6e i-eqz�ir•ed a�nless applicant demonstr�ates sa fficient on-site parking rs available. Non�er�nitted events tivil(not be allowed. NAME OF OWNER: �E� � ���� ����, PHONE: (home)���"��a���� ` (work) (v��^��l'�-ll� � MAILING ADDRESS: ��7`��i �A2� �Z.s� CITY: r��°'`� ZIP: '��'� CONTRACTOR: �-1��( I r���c� PHONE: ��o�a��l -�ta� CONTACT PERSON: �jc.c� �.�(�-�C„x�( MOBILE/PAGER: MAILING ADDRESS: tS t � � �. �.J � CITY: 5���� ZIP: �� STATE LICENSE: # +�/r� EXPIRATION DATE: — ARCHITECT/ENGINEER: "��� PHONE: �'�-��S�" ��a�P NIAILINGADDRESS: ��S �All,l�,s -�-�- , t rvc CITY: 1�L���� ZIP: � NAME: �'�w���x� ��� REGISTRATION: # ����3 TYPE OF WORK: New Home Addition Accessory Structure Move Home Remodel/Alteration (ie: Siding, Windows) —�— Any earth movement may require MCWD review and permits ! PROPOSED WORK(describe in detcrin: �z-�,����', :�A'l\ ���l�"�.n�.�'�' �.- QicCo+SSTRJL�+� C,crr �r�� "�i�.`���. STORIES: � SQ.FEET OF EACH FLOOR � NO. OF BEDROOMS: �- GARAGE STALLS: ATTACHED -- DETACHED '� ESTIMAT�D CONSTRUCTION VALUATION(excluding land j: � ���� � I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work�vill be in conformance with the or 'nances and codes of the City and with the State Building Code;that I understand this is not a permit and� o k is not to start without a permit;and that the work will be in accordance �vith the approved plan. ;' APPLICANT'S SIGNATURE: DATE: �o�` �� 31 � Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. l. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. [nformation required to be given individual. An individual asked to supply private or confidential data conceming himselfshall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identiry of other persons or entities authorized by state or federal law to receive the data.This requirement shall not apply when an individual is asked to suppiy investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue mav olace the notice reauired under this subdivision in the individual income tax or prooe tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authoriry shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compl iance is not possible. If he canaot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himsel£To exercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe disagreement.The responsible authority shall within 30 days either: (a)cortect the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: . 1. The information you furnish wiU be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to ' process the permit or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle /�� Last � ! U�� c .�,5 I Address �3g� P,�� ��,� Y C�E,�� 1j�//� P 'l'j-�j�� Phonc ����-L (a7'��� Cit ,_� l State � Zi I understand my right �stated a . Signatarc Reset Form 32 � � � CKECg OFF i..IST FOR.ISSUANCE O�' ����TS FOR OFFICE USE ONLY� p,�}D�tESS 4R LEGAL: l 3 `� R �A r�C �� �-t'� PID: �c.P,,y,� c.�, 9�� 77ESCRIPZ'XO�T OF WORK: 2�:�'NtiN�� Gv�r-� ----------- ----------- _----_____------- ------�--/ — � �",� �`r�` pATE APPROVED: � �l 1��1 ZOVING TZEVIEtiV BY: �/� ��..-`t � � � D.A.TE APPROVED; �- `� - o� BUII�DING R.EVIE`V BY: � � �`EES TO BE C�-TA�GEA: � Misc. Fees Calculated By: P���T Yes No PLAN �tEVIEtiV � Yes No SE�YER COi�INECTION tiVATER CONNECTION STATE SURCHARGE Yes No ✓ p��{ FEE INVESTIGATION FEE �'eS gTT'EINSPECTION SAC Yes No —� OTHER (specify) Number of SAC�Units ____________________ --------------------- --------------------------- � �,pyTs�tC',- �CI�CK L�S� Zoaing District: ��"� � • Post Office: School District: � � Fire Department: . ! LotArea: Sq.ft. ���IV Acres �a�7 � Width J��'J Depth Survey Submittecl: Yes � �o Date of Survey: "I Z� b� Proposed Setbacks: �Ui/ Ac GI GL ��i tU� 1 � , f / . : [Side: �'� Froa[(Lake): CSl 1�' � • Rear (Stree[): ��1� LeFt Side: � t t''� '�d'acen� Srn�rtt�rc�: �Vet!�d: � Buil�lin� Hei�t: DeE, Hgt. Pea.l:Hgt. Lot Covera�e: I a�vlb � CjI2?�)D� s —7 ��(i�C�� Counc� A roval Date: � ''� I Gradin�: Staff Approval Date: BY� pp Szp�ic: Staff Aporov� D2te: � aY' �� � Resotutioe Da:e: � 2� I � ' 7oa�n� File: �� Resolut�oa: R______ Sho�e,and Distric�: �_ ��Cove2�?� � '�C���/C> AvQ. Setbzc':�:: Z. , ..�t' B��f�Setback: � �" ' �L���o Proposed m � �16 �Sr H�ecover: G-7S � o �Co2-1 SFZ- 7�-2�Q' __.�'2_---0 � ��1G► sF Z�U'��1'.i• �J ���0 :Cfi��, . , _a n�_ _��,. - � �.` ��__ �:: ��,.�_� .,�_-� _, �����--� �a-e�o�:e: -L'zi�.... _._�u..��. �e� r�._lL�.i-�ti �Ln h�'��): �. r su�nmr� x�v�tiv cxEcx L�sT UBC: TZ'3 � CONSTRUCTION TYPE: �CnJ Sq Footaoe $Per Sq Ftg � Basemeat � . ,. X = . . lst Floor ' . x • _ • . • . 2nd Floor x _ � � � • Garage x = � . x — TOTAL 0 Estimated Construction yalue: $ 3�,Oc�O °' Inspections Required: `York Requiring Separate Pe�rnits: 5 ite Plumbing Fire � Hardcover Removal Mechaaical Water Connection _�Footing ' Septic Sewer Coanection �� ' Framiag . � Fireplace Lawn Inigation T�sutation (Niasonry) Other �Vall Boazd (Mfg.) Well (State Permit) _�.F�� Grading/Fillina Electrical (State Percnic) Other REI��tARKS (1N HOUSE): . . "� - . - ------------------------ RE'VIE'4V BX OTHERS: DATE: Access: Eusting New � Access Approval: Date �y; � --------------- REI�IARKS (TO EE NOTED QN�?�Ri�: � f • � �'.�� ;� � i � ---- —.. _ '+'�t�, — r=.�-- r a , ,i � ta . ;� � , ,.� ��..�._w___... __..._.___._ ._. �__� —__--- 1 E � � ' ' F"::=F -�_'-_� :�- ..— . . _ __ — _ � � , �- � � ; � ; - -- : : ; . { , ; F ' � � � � i ; � ; � - ; . � ; � � i � ' ; ; ; � � j ; � � ; �� ' ' a-.=�--+�;____ ,_; f � y �:_ _t..�_._ _ � � � � � � if � � II � � . ; f � � ;����.� �� { � I F � ;---- -- — - f ----- � — +-- 1 - __�� 1 y}._._._.�."._�. —L"---�-}�-----'—`� .... .: �r !L__�... _---- - �- r---•- �-�-- � �--._..=. .. . i( � - �, � .._.. .._ _ . . _ _ . � —_� ' _' ' — �__. i '. _' .��...... ._._ . t _ + � +,_._ ..'__'._.._._ F, � '� � . � � I��` �1 � � I. � Deck Rail � , ��T;7�6 � 2x2 cedar or treated pine ` �� ' ,�; ' balusters 5"oc-screw to rim �EN"[P.`� i 2x4 cedar rail ! � �c{c ; ; � '1 — Deck Framing (8"-0"x 15'-0") 'j °i�J �i ° � '�!� � i � 2x10 treatetl�oists 16 oc ,, N;_ � � Hanger to existing boited ledger �; ' '' � Use hardware approved for � �` \ !;. contact with new treated lumber ;� f ° R���N��' 2x6 Trex decking,concealed 'j �' � fasteners �� �R� �-�-> � i �; ' � --} � ' � - � i; � i � --- �-----------1- • __-- ------=- --__- ---- ' � f! _ _.. . __I ! , -�----------_.,. � 1 i ! � g�_o„ � �� � � ------------_-----��'___ ����� ���f i � � '�-- �,�-�,� � . �-`1 � :;Y:��..:. �l o� � �rF�� ��� ��i��V �•`i _](:''► E3�J�L.1)II'JC� ?C_h`�,r� ,� ;��N R�V�EW i ��;% INSPECTUR w _ .` — � � N �.�/�(` DA`•_ �o Y•D7 �.�.r�1 \ �/// � �� i /�+ ��i I `! �J J .�! 1 1. 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F{k31��12iRf3 :,,I�G'i�,/a ,��NfC ��;,�1�f1.Jf j i�G O�i'1�,f���^(@'1IlW. �'� a wa d + ko o n tz ��� �`s P����r o��T�Ar�.�T,�� � �j� a r c h i t e c t s b u i !d e r s Sheila and Steve Si e( Ent Deck 1399 Park Drive Or n --t-- rY • • 612/243-0540 May 19, 2007 a � ' . _ _ -` __ —---- ---- � � � i i I ! � �y:j ( i �� 1 � ' �`� � Deck Rail � ;�1�1;�tb � � 2x2 cedarortreated pine ' i ��-�� x� baluskers 5"oc-screw to rim i � �?! 2x4 cedar rail _ � i ���' __ �- 1 � _---_ _ -___�_ . ___________ ._+ �, � ___ __ ._ ._,.,. ___ - ----- _._:,_ , Y, �, � i -- ---_ _ /� � ( I ! � PpK"1,7t� _ � ', � ;� �i , ; i � , � � I , �� � �� , ' I �� I .. __"__.... _. ��� �.. � * 1 • `����� ' . , . D,�CCE`r'J �"i Deck Framing (8"-0°x 15'-0") � �b�� 2x10 treated joists 16"oc �, F�`�+ Hanger to existing bolted ledger �: ���I Use hardware approved for � '� contact with new ireated lumber )� � ������ , i �-- w� _ �� =� 2x6 Trex decking, concealed � ��y���,� � I �� fasteners �I p����I`�6- � � r(' � 'i ,1 -� + �. I_ _ ; � � =-����n�� �E � . � � - ���� , � �� -_ _ � � � �., �:: I � ��--�-��� ! � —i-- -r ---�-- ► oi � � 45 � � �'iawad+ koontz E ; �j� a r c h i t e c t s b� � � a e � S Sheila and Steve Sigel Entry Deck 1399 Park Drive Orono � 6121243-0540 May 19, 2007 :..., .` ' ClTY 4F Uk�?�+":�� F�.'i�D!NG PE MIT PL,�,:'�: R�=ti�iFVU �RO�� �� � ,�� � � — r ,�' .c�`� z..``.;�� �;�T--- � � _ _ -_--- �;. :_� lJ:... 1 1 - M�'Cll 20� 2�0/ �. , i. . , . 'i CL •,��=C!�1� :).�C � �.� � ' � f\ �� i 7 '.. � ' l,h` ��l �.' ,I.. Project No. 07-0223 T` ;`��''' " ` � �^�g in ' , ��� ��u �;:� _.� :, c �� ,�, �de. f13�s:�.. . .. I _.. '�:S I'��t���9r,�ii;,�ii�� f��'2��itl("��.3 i:."r.r.'�:V. To: Steve Sigel ���' �f�'� ���'� �ET C?N 3�1 G A�ALL i i�Vi�S � ' 1399 Park Road Mortarless Systems Engineering Orono, MN 55364 A�SRWoes;9�f;,m � Subject: Segmental Retaining Wall Design and Analysis, Sigel Residence, 1399 ' Park Road, Orono, MN. In accordance with your request, Mortarless Systems Engineering (MSE) has prepared a ' design and analysis of the segmental retaining wall's (SRW's) proposed for your Residence, 1399 Park Road, Orono, MN. ' Based upon our retaining wall analyses, it is MSE's opinion that the subject proposed SRW's will be internally and externally stable provided the specific recommendations contained herein this report, and the general construction recommendations of Anchor's � Concrete Segmental Retaining Wall System specifications, are incorporated in the construction of the subject SRW's. ' Backfill used in the reinforced zone shall meet the requirements in Anchor's Concrete Segmental Retaining Wall System specifications item 2.01 E. ' Internal drainage systems, other than the minimum 12" of drainage rock behind the block, are not required. However, if seepage is encountered in the backcut during the course of construction, additional drainage systems may be required. ' ; l ,� y ; � - ' ���2� l��,� �� � ,� � -- � �- � �RpFESS/� / O ___ �"�l Cameron Roberson,PE 43483 �;���, ��pN Rp�� �,� ' ��� � �s c, , Enclosed: Anchor's Specifications i ' 'Q 2` Wall Calculations ' �'� !CJ No. 43483 z � i � . b1�0/08� j� Typical Details � ,*���� ��-�-� *�/ Wall Plan and Profiles � s � ��P � �_ � ���F OF MIN j� Copy: (4) Addressee �--- � ' (1) Engineering Department � -P 1 I o z-/ � � � � �c� �- �- � 325 Alliance Place NE,Rochester,MN 55906-3975• phone 507.535.3526 fax 507.529.2879 e-mail infoC�3mortarless.net � . � \T . � � � ' .� �- ' 5 ^ \ 1 �+ _` � O � � . � � ��T' ^ � � �I W � � � � 1 � � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � � .d .b � ,..J � � a��i � 'o � .b o° �n � o �s v � �•� .� � � � a o � Q" � � � �-. � �, N z � o `� � � � a� .� � a °k' � A �. � r� . 0 00 � 'o � �n aAi " ���.j ' Y w y � � •N � HI u v � � q�U �, '0 � �° ca V] ;�' e � � a „ � � � v Q+ � � � y � �' �" ��°u-10 .� a, '� e� '� > � � �.� � � � � � '� � � a o � P�l •� � � ^ pQ a�+ 'C1 a+ . 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' � �.i �T `„�✓ z 0 � H U W � N w M O °O N � O � W � _ - _ _ _ _ _ - � � _ _ _ � - � _ _ - .. � � � � --.J ,�' � � � � 0 H � � F� � � � a � � F� � � � � � � � � � r � � � � � � � �� � � � � ' SRWaII(ver 3.22 April 2002) Page 1 � LN U0310349 Licensed to: Rockwood Retaining Walls Inc � 325 Alliance Place,NE Rochester,MN 55906 � License Number. U0310349 ' --- Proiecf Identification• � Project Name: Sigel Residence Section: Wall 1(STA 0+25.00) Data Sheet: ' Owner. Steve Sigel Client: Steve Sigel Prepared by: MSE � Date: March 20 2007 Time: 06:42:33 PM Data�le: j:l_mselprelimslglen nevala12007 prelims107-0223,steve sigelldesignlsrwalllsigel residence wall 1(sta 0+25.00).dat � ------ Proiect Notes: ' Geometry based upon survey by Hedlund,revised by MSE. � Tvpe of Structure• Geosynthetic•Reinforced Segmental Retaining Wall Desian Methodoloav NCMA Method A � Seismic Analvsis Details• Peak Ground Acceleration(PGA)ratio 0.00 ' Wall Geometrv � Design Wall Height(ft) 11.0 Embedment Wall Height(ft) 1,45 Exposed Design Wall Height(ft) g,75 , Vertical Wall Height including Cap Unit(ft) 11,25 Exposed Wall Height including Cap Unit(ft) 10.0 Minimum Levelling Pad Thickness(ft) 0.5 � Number of Segmental Wall Units � Hinge Height(in plane of wall)(ft) N�q Wall Inclination(degrees) 10.6 � Slo es: �- 1 Front Slope(degrees) horizontal Back Slope(degrees) horizontal � �?I l(�I �.�qq �rK�� � N � N � o � � � d � \ ' � .�� �� C N � � O ^�� � U \ � �7 IC � U .� d � •L-• G1 N � N � E � Y � V .0 O N � N � C � O N � N C � _ � � C � �` � d O � � E a' c � 3 '- E 000o d '� �� ui o vi o � •� �n ���� - m Y � U C y N 10 O Q� � m W l7 U Ol� O O O O C� O a �Q� M N�N O N y C i� E w m 2 °' `� � v O N y O y C C ` ,.�.. O � =h Q Q Q C V r" i�.t C7 �Q Q � — 10 � Z Z Z N N� � v o 3 0 �a�i c � o�v�i d L � A N N N 'c' E � +�' Y �N C N � p C �fn N � � � O � � N -� (7 �n� E C v ,p N a � N �� �' a_-`� E O �'• p .v � > > p �? m� ui Z d Y � d C N c —J y E a�i .�c co� o p �ti m o o in m 'L N � � Y�m �O� C O O�����O � � � t D O '� y � Q � o •� c�=w.� a;g Q ri�o .-ao .o m � � ^o� m N V C Z � m fn �� _ N a N � �N N d O h � � v�i a � O ia �`a� �• ai E � t o i` a� � N � n�- � w c �c rn ta � Z o a�i E � a � °' m 'o ar m rn m '�a' � m � a� a � � � � P' � � tn tn Q rn �y� °' � g' :.i ci m a�ni m `—° m Z � j � �� v�i _ o � �' Z O �� ���' Z c' c rn °.' E 'o � � � • Cn= y 1.7 � y N � � C ` �" � " �cn c �—v � � c c c c>>c a�'s � � :� v� a� a� � cti � cn� m ��o m� �v > > �_�� a�'��a � E c �a�m c � � � � -p {V �Cn 2 O vi O � � t L L.L-..C�L CJ = � �� � d V � � � € -�v E a� p� o c�v � �o m a�i � a�i� a�i�v°� � c ia � � E Q E � n � Z m � _ m m o � c a� c ? t E E =x�� m�� a`� °i :°_ a� � � c � a� `m c c a . o E r^ Z c > a� a� p •o -�� > > . c c� rn a===��" � °' C) v� � � � `� � c � n � `�J J � _!� I C7 C � Q'd'Jli � C.�Q � � U���Cn�i�U � c" a ��� � a c� �'` � � � � � � � � � � � � � � � � � � � ' SRWa/l(ver 3,22 Apri12002) Pa ge 3 � LN U0310349 Geosvnthetics Prooerfies• ' Strenpth and PolvmerTv�e• Type 1 Type 2 Type 3 Ultimate Strength(Ibs/ft) 3000.0 N/A N/A Polymer Type ' polyester NIA NIA Reducfion Factors: Type 1 Type 2 Type 3 � Creep 1.67 NIA NIA Durability 1,15 NIA NIA Installation Damage 1.14 N/A NIA Overall Factor of Safety 1.50 NIA NIA , — Allowable Strenafh• Type 1 Type 2 Type 3 ' Ta(Ibs/ft) _ -- 913.5 NIA NIA , Coe�cient of Interaction: Type 1 Type 2 Type 3 Ci 0.9 NIA N/A ' Coefficient of Direct Slidina• Type 1 Type 2 Type 3 Cds _— 0.9 N/A NIA ' Geos nthetics Notes: Verify parameters with manufacturer. ' -- Connection Strenath• Type 1 Type 2 Type 3 , Ulfimate Strength Crfterion: Minimum(Ibs/ft) 195.0 NIA N/A Friction Angle(degrees) 52.0 NIA N/A , Maximum(Ibs/ft) 1250.0 NIA N/A Service State Cr'rterion: Minimum(Ibslft) 169.0 NIA NIA ' Friction Angle(degrees) 52.0 NIA NIA Maximum(Ibs(ft) 1240.0 NIA NIA � Geosvnthefic Connection Notes• As interpreted from laboratory test results. ' Geosvnthetic-Seamental Retainina Wall Unit Interface ShearStrenath� Type 1 Type 2 Type 3 ' Ultimate Strength C�tenon: Minimum(Ibs/ft) 1076.0 N�p N�q Friction Angle(degrees) 26.0 NIA N/A Maximum(Ibs/ft) 2150.0 NIA N/A , Service Sfate C�terion: Minimum(Ibs/ft) 770.0 NIA NIA �� ��� Friction Angle(degrees) 23.0 NIA NIA � Maximum(Ibs/ft) 2050.0 NIA NIA 1 -- _ " .��,� �- ' SRWaII(ver 3.22 Apri12002) Page 4 ' LN U0310349 Geosvnthetic-SRWlnterface ShearNotes• ' Geosynthetic•Segmental Unit Interdace Shear Capcities are Limited by the Unk to Unit Capacities. As interpreted from laboratory test results. ' Coe�cients of Earth Pressure and Failure Plane Orienfations• Reinforced Soil(Ka) 0.206 Reinforced Soil(Ka horizontal component) 0.202 , Orientation of failure plane from horizontal(degrees) 53.08 Retained Soil(Ka) 0.245 Retained Soil(Ka horizontal component) 0.234 Orientation of failure plane from horizontal(degrees) 49.61 ' Resulfs of Extemal Stabil' dv Analvses• � Calculated Design Criteria FOS Sliding 2.83 1.5 OK FOS OveRuming 6.04 1.5 OK FOS Bearing Capacity 5.99 2.0 OK Base Reinforcement Length(L)(ft) 7.0 6.6 OK ' Base Eccentricity(e)(ft) •0.28 N/A Base Eccentricity Ratio(e1L-2e) 0.04 N/A Base Reinforcement Ratio(UH) 0.64 0.6 OK Note:calculated values MEET ALL design criteria � --- Defailed Results of Extemal StabilitvAnalvses• Calculated Vafues: ' Total Horizontal Foroe(Ibs/ft) 1889.9 Total Vertical Force(Ibslft) 97�,3 Sliding Resistance(Ibs/ft) 5344.5 ' Driving Moment(Ibs-ft/ft) 7283.3 Resisting Moment(Ibs-ftlft) 44018.9 Bearing Capacity(psfl 9315.4 Maximum Bearing Pressure(psfl 1556.3 ' Resu/fs o/Intemal SYa6il'MMa/vses• SRW Geosyn Elev Lengfh Mchor FOS FOS FOS Layer ' Unit Type (R) (ft) Length Over• Pullout Sliding Spaang # (RJ stress �R� >1.0 >1.0 >1.5 �1.5 <3.0 20 1 9.5 8.0 1,64 7.81 3.38 32.57 OK ' 18 1 7.5 8.0 2.77 d.4 8.95 12.19 OK 12 1 5.5 7.0 2.9 3.45 8.78 7.J OK 9 1 4.0 7.0 �.74 3.17 13.14 5.59 OK 6 1 2•5 7.0 4.59 2.84 1625 4.51 OK 3 1 1.0 7.0 5.44 1.92 16.3 3.78 OK , Note:calculafed values MEET ALL design criteria �ailed Results ollntema/Stabil'rNMalvse• , SRW Geosyn Elev Allowable Tensile Pullout Sliding Sliding UnR Type (R) SYrength Load Capaciry Fo�ce Capacity � (Ibs/RJ (16s1t) (IbsICtJ (16sRt) (Ibs/PtJ � 20 1 9.5 913.5 117.0 997.0 57.9 1682.1 16 1 7.5 913.5 207.5 1441.8 233.2 2842.8 12 1 5.5 913.5 264.6 2327.4 520.7 3803.4 9 1 4.0 913.5 288.5 3790.9 810.0 4523.9 8 1 2•5 913.5 345.4 5612.5 1162.4 5244.3 7 1 1.0 913.5 474.9 7T43.1 1577.9 5964.8 ' -_ -- �� ��� � q��a��� � �� ' SRWaII(ver 3.22 Apri12002) Pa e 5 9 ' LN U0310349 Resu7solFacinanabil'dvMahse• ' SRW Heel Geasynthetic FOS FOS Shear FOS Connection Unit Elev Type Over- Shear (delormab'on) Connection (de(ormeh'on) � (R) NminD (Peak) (Peak) >1.5 �1.5 <0.02zHu >1.5 �0.751n 22 10.5 nona 12.37 a99 OK ' 21 10.0 none 5.58 10.78 OK : : 40 9.5 1 �.41 22.71 OK 3.83 OK 19 9.0 none 5.72 18 8.5 none 5.57 • . 17 8.0 none 4.95 29.53 OK � 16 7.5 1 4.31 14.08 OK 3.5� OK 15 7.0 nona 4.67 14 6.5 none 4.81 13 8.0 none 4.38 20.22 OK . 72 S.S 1 4.09 9.86 OK 3.93 OK 11 5.0 nona 4.17 . . , 10 4.5 none 4.1 33.01 OK : : 9 4.0 1 3.96 10.87 OK 1.33 OK B 3.5 none 3.99 7 3.0 none 3.94 28.8 OK 8 2.5 1 3.83 9,5 OK 3.62 OK 5 2.0 none 3.82 • . , 4 1.5 none 3.18 25.88 OK : : 3 1.0 1 3.87 8.56 OK 2.83 OK 2 0.5 none 3.64 1 0.0 nono 3.58 • . , , Note:calculated values MEET ALL design criteria , Petailed ResuRs olFacina ttabil'dvMalvsee iMoment and Shearl SRW Heel Geo Drive Resist Shear Shear Shear , Unit Elev Type Moment Moment Load Capacity Capacity � (R) (Ibs-R/RJ (Ibs-B/RJ (Ibs/1t) (Ibslft) (Ibs/R) +out-in (peak) (dePorma6onJ 22 10.5 none 2.4 30.0 70.8 1105.3 795.5 ' 21 10.0 none 11.8 65.6 27.8 1134.5 820.9 20 9.5 1 31.5 108.9 512 7161.8 848A 19 9.0 none 64.1 366A •36.1 1193.1 871.9 18 8.5 none 113.3 631.6 0.0 17]2.3 897.3 17 8.0 none 182.2 902.5 �2.4 1251.8 922.8 18 7.5 1 273.8 1778.8 91.7 1280.8 946.3 ' 15 7.0 none 391.4 1827.3 •61.4 1310.1 973.7 14 8.5 none 538.0 24811 0.0 1339.4 999.2 13 8.0 none 717.0 3140.8 87.7 1368.6 f024.7 12 5.5 1 971.3 3806.1 141.7 1397.9 1050.2 11 5.0 none 1184.3 4937.7 �42.5 14271 1075.6 10 4.5 none 1479.0 6088.9 44.1 1456.4 1101.1 ' 9 4.0 1 1818.8 7205.8 131.1 1485.1 1126.6 8 3.5 none 2208.3 8807.0 •52.0 1515.0 1152.0 7 3.0 none 26451 10413.9 53.8 15442 �17�,g 8 ]•5 1 3138.5 12028.4 165.8 1573.5 1203.0 5 2,0 none 3689.4 74101.2 -61.5 1602.8 1228.4 4 1.5 none 4301.7 18181.7 63.1 1832.0 1253.9 , 3 1.0 1 4976.8 18261.8 19d.1 16B1.3 1279.4 2 0.5 none 57192 20816.7 •143.8 1690.5 1304.8 1 0.0 none 6532.0 23370.4 0.0 1719,8 1330.3 ' DetailedResuMsolFacinaSte6il'MAna/vses!onneHion�• SRW Heel Geo Connection Connedion Connection Und Elev Type Load Capacity CapacAy # (R1 (Ibs/R) (peak) (delomratlonJ ' (Ibs/R) (Ibs/R) 20 9.5 7 177.0 425.4 399.4 16 7.5 1 207.5 732.6 706.8 12 5.5 1 264.8 1039.8 1013.8 9 /•0 7 288.5 1250.0 1240.0 ' B 2.5 1 745.4 1250.0 7240.0 - - 3 1.0 1 474.9 1250.0 1240.0 , � �t I���l � � qa ����= � � � � SRWaII(ver 3.22 Apri12002) Page 6 LN U0310349 . egrees 11.0 ft 11_25 ft V 22 21 20 �g Mirafi 3XT 18 17 16 15 Mirafi 3XT 14 13 12 11 Mirafi 3XT 10 9 8 Mirafi 3XT 7 6 5 Mirafi 3XT �.z5 rc 4 3 2 Mirafi 3XT 1 � -0.5 ft 7.0 ft Proiect Identification• Project Name: Sigel Residence Section; Wall 1 (STA 0+25,00) Data Sheet: Owner; Steve Sigel Ciient: Steve Sigel Prepared �p� ���� by: MSE Date: March 20 2007 ��yq ���r � Time: 06:42:33 PM �� �`" , y ' ' , ' , , ' TYPICAL DETAILS � � � � � 1 � � � � � 1 � �e�J _ . �l � �aq ��� �� � � � � � � � � � � � � � � � � � � � , _.... ..._. .. .. , .. ............. ... . ....._.. _.. _.._ .._.... __. ..__ _...__. ........_.. . . ...._. ......... _._. � _...__.. ... ....._ ! _.__...__ . _ _ __... __ __. _ ... I � � i � I � H/4� � i ...II_-..�..".�_T"_ _ i I�-'I I �-I � � r 1 � ; I I I I � � , � i I 'T__.�_'I I � I f-- i , ' � ; � � I� I � �_ I I � �� I ��� REINFORCEMENT H�4 BEYOND j z � � ; � r � � THE CORNER AT THE SPECIFIED ' ��a i ; ; � i � � � � � i I � , j � � I '�i REINFORCEMENT ELEVATIONS � ��� , i ; ; � � , � � ; I � I � �i : i Z�W � ' i � i � j i � � i _� I I � I� ; s ' �o� i � , i I I I i I I i i i - --�t-�--��-T� r T-j T� � aza i ; i- f I I } � � � ii� +� I �� f � .} : i � _� I 1 1 �_�� � W � I i � i I i : I i !! 1 6- i l 1 I � � � ? � i ' _(- � � . j I I � I ; r; i l ; �: � �� � ' t i j C i H�4 E X T E N S I O N i � j ; i � � 1 ! �; �1 � r � 1 j ':{� � I � , i :, BEYOND BACK ' i � � I � � � � '� '� � I � � � '!' � I i f I ' � i --� - I I '' ; _' _' ; i l i� I i I i � i I � � I � j � OF BLOCK ; i i � i j--� I j I i I �� i i -I---- -I- i� __� I y�_'.1��-�� I I I � �y � .) � �� I � �� r l ! ri 1 � � r r �i; � : — —`'— —=---- � j : � i��_I� ��� I � ; � � � -�f � � � � i � � I I I j j I i � i i � 'I �i I � � iI , i i i i � i � � � � I I_.I i ' � it , F# I i I � i I , ii � � t l i � � I i � "� � 0E i� f i 4 � i ; �_ � PLACEMENT OF REINFORCEMENT ;� i i i,� � � i � � i i � � ' � EXTENSION ON SPECIFIED i i �, � � � I � � i I REINFORCEMENT ELEVATIONS. � ' ' � � j ; � I ' ' ' N � I� f ' i i :� I } � I ii �' �I , � � t � � � ( � 1 --�� —L— 1—=-' �----�-L-L-��� � PRINCIPLE ; REINFORCEMENT ; ! DIRECTION � �� ANCHOR DIAMOND� i X 90-DEGREE INSIDE CORNE � ; R W/ GRID WX (NOT TO SCALE) I � i ; � i !� ' i \ � � i � ' � � ' � � ,� These graphical representations are intended for : ; , �� F`� . f . � v �, � ; � � preliminary design purposes only,and are not to AWS NCHOR DIAMOND A �' . � £` ' ' � � � � � be°�'fo`�o"S��`�o°`"'`ho°t`''e S�e"at°�e � INSIDE CORNER DETAILS 2 = � �. ..: n�-rn ,���.x , � _... " of a regeslered professional engineer. 4/26/2005 RETAININ6 WALL SYSTEMS - — ; , . _ _ . __ _ �, red Worldwide For Seltction nnd Qualrty All information herein�2005 Anchor Wall Systems ANCHOR IZETAINING WALL SYSTEMS � Prefer .. ....... . ...__.._, __...._... ......... ._,.,_.._.... NTS TYPICAL WALL DETAILS � � � � � � � � � � � � � � � � � r � ,_ __..... __...__.. _.. ..... .._.. ._. ......., __ .............._ _..._._.... � ..... _....._..._._........ .__...._. ... ........... _. _ � � I t � I 1 � 3 PRINCIPLE R�iNFORC � DIRECiION L NOTE � IN THE "CROSS-OVER AREp' OF R�NFORCEMENT. j � ONE OF iHE LAYERS OF REINFORCEMENT SHOULD � i''- 7T-TI"`i "1 j' , � �O�m OR RNSm ONE COURSE TO ALLOW d I ��T�I�� ---��� PLACEMEM'OF iHE R�NFORCEMENT WfTH THE ` � � I� f� I� �� I I �I I I � � f � PRINCIPLE REINFORCEMENi SIRENGTH DIRECTION � �� � �� �� � I -� I � I � � PROPERLY ORIENTATEO. THE REINFORCEMENT V � i I �+ {{ ' I � :i SHOULD NOT IXTEND INTO THE SEGMENfAL I I 1 f I I � f _� R E T A i N I N G W A LL UNfTS ON THE RETURN LEG OF �� I I � ll �� ,� +I �" + l � niE so-�cR� coru��. � i � f� , II �i i � � � � ' I ' __�1_l�!� �!- ' �i �-�--�-- -� : � r---r_-_ � � i jl �� i f �i 1 '�C �� j � � � � , � Ii� , �� � I � , � f '! I 1 � � � I� � I �� � �I �� � i � � i � i i ' I I� , � i i ,; � c, � i � 3 �I , ,, ' III � �, {1 � � , i � t � 4 � , ;` � �� �' �� � �� 1� ��� �; f� � � i �� � � :1 � f.��� �� � �� � ! I' +i� f4l �� ! iE � � � I � ` � � ' � ; � a�� ; � i� I� II I fl ' �I � I � i , I � a i _ � �o� ; ..I i I� I ,_� i i i az5 � I; � I; .I; 11 ;� �I ;� III I � I f � . � a � � C I ; I ' ' � � �; � I; ,_�{ ;� �� I !Ii �[ � � i ; � , �. , � � � � � ���� — � � _ � — � ��_i a��i:.. 1�. � � i ,. � ,_ , , � �_:� �E '� � } ,� ; ^ ' ----y _�-�-- -- � ' , " �- - ----- ------� � � ; � { ANCHOR DIAMOND� ' � X 90-DEGREE OUTSIDE CORNER W/ GRID i � WX (NOT TO SCALE) � � V � E ! � i � � i 1 � � � ; � l �� � , a � � :; ��, �� ,�;: ��; ��a"� These graphical representations are intended for , y Aws ANCHOR DIAMOND ; � .' < � � `� s� � 3 preliminary design purposes onl ,and are not lo _ ,-.._.. "� � � , I < �, � s . , � � be used for wnsWction without the signature OUTSIDE CORNER DETAILS 2 ' ....': ���" " of a regestered professional engineer. 426/2005 I _.. . ...... ..: RETAINING WALL S1ISTEMS ..____. __ _ _ . : __ _ . _ � Preferred Wor[dwide For SelecUon and Qua/ity All.infonnation herein�2005 Anchor Wail Sys[ems � ANCHOR KETA(NING WALL SYSTEMS � _.. - ,. -- ._. ---� TYPICAL WALL DETAILS ; TS � � � � � � � � � � � � � � � � � � � . ....__ _...__. � _..... . . ....... � ___ _ . . _.. � � s ; � ��.– ESTABLISH BASE COURSE, USING NORMAL CONS7RUCilON PROCEDURES, AS � SHOWN aN WALL PLAN. j E � � 1 � i i � i � SIEE2– ADD SEC�ID COURSE OF SiEP UNIiS, MAINTAINING RUNNING BOND. OVERLAP o PREVIWS COURSE �SiEP UNITS 2', AND ApHERE TO LOWER COURSE W�1H pN ! EX7ERIOR CONSTRUCiI�! ApHR1VE. i � y 's a � i i 1 ( STEP 3 – CONiINUE TO PLACE iHE NEXT CWRSE OF DIAMOND UNITS ON 1HE WALL, � � MAIN7AINING iHE RUNNING BOND. CUT iHE UNIT MARKED NAiH "X' TO FlT, REMOVE 7HE REAR UP OF THIS UNIT, AND ADHERE WIiH AN �(TER�pR CONSTRUC710N ADHESIVE, 1 r � � i � i f � SIE��– PLACE iHE NEXT ROW OF SIEP UNI15. OVERtJ1P iHE PREVIpUS COURSE 2 � INCHES, AND ADHERE WI7H AN EX7ERIqi CONSiRUC710N ADHESIVE. EX7END hliS � CaIR� BEHIND THE WAIL SYSTEM AS NEEDED. � i ' � � �— � � S�5.– C�lT1NUE STFPS 3 AND 4 UNTI hIE DESIRED WALL HOGHT IS COMPLETED. � p CUT iHE BIOq( SHOWN AS 'X', REMOVE iHE REAR UPS AND ADHERE iHE BLOCK N7TH � AN EXiERIOR CONSTRUC710N AaiESIVE FOR EACH COURSE CONSiRUC1E0. � i � � �: � � ' � ; ANCHOR DIAMOND� � X BTEP CONSTRUCTION � � i WX (NOT TO SCALE) i 9 � � ' i � '� � D i � � � ' � ': '� a ,� `` ' These graphical representations are intended for �T� � � ` ANCHOR DIAMO � , zF``; � � � , preliminary design purposes only,and are not to AWS.__. 1V ; '' � :,, y �,�c� ; 3 � � be used for construction without lhe signature x . TYPICAL STEP CONSTRUCTION DETAIL ; � '•'"; of a regestered professional engmeer. 4/26/2005 y � RETAINING WAII SYSTEMS . , _ __ __ _. __ . . __._ All mformation herein�2005 Mchor Wall Systems ANCHOR RETAINING WALL SYSTEMS � ' I n and Qua/ity NTS TYPICAL WALL DETAILS ` Pre erred Wor[dwide For Selectio. ^ _.....�.._..__._.._,......._..._....------.-•--. . ; � � � � � � � � � � � � � � � � � � � _. .... . .... .... ..... .__. , _. . ... ..._ ---- _ ............ ._. ..._._. ..._. � .. ........ .. .._ _.._ ._. _.._ __... _..____.. .. _......__. _ ._.._..__ __ . .. .__._.. __., ., � ; I 1 � i � � i , � � � j ! � � + i i ,. , � i 5 �� } � _ � i � NATIVE SOIL� ' „ ' 6 MINIMUM COMPACTED � � � GRANULAR BASE � LEVELING PAD i ' r'- � a � � � ANCHOR DIAMOND� s � X TYPI CAL STEP—U P DETA1 L ; i � WX (N OT TO S CALE) i i � ? � �� i � � �•.�� { i � 1 ' . " _ ^ a �]� 1 ' � �� . � �; ��� � These graphical represenlations are intended for AWS � � � ` x :: Yr' ; , prelimin design purposes only and are not to ___- � ANCHOR DIAMOND ; � � � � be used for construction without the signature � , r . x , _ __ I ,x , ..: -.... "__'. of a regeslered professional engineer. 4/26/2005 i __.. � RETAINING WAII SYSTEMS � TEP UP/DOWN DETAIL i Preferred Worldwide For Selectwn and Qualuy All inf'orn►ation herein�2005 Mchor Wall Systems ANCHOIt RETAINING WALL SYSTEMS ; NTS TYPICAL WALL DETAILS i � � � � � � �A � � �� � �� � � � � �� �� � � .. ...._...._ .. ......._.... ... . . ...... ................. . .......... ........ ............... ..__..._...... . ..._..._... . . ...... _........... t ..........._ ...... _ _.._. .......___.... .._...... . ............... .. _.._.... .. ..____. .____._..... ....__.._ ....__..... 3 1 i i i ' ` FREE DRAINING AGGREGATE TO SPAN � V'10 FEET ALONG THE WALL FACE AND TO THE BACK OF THE REINFORCED ZONE ` `: � ! , _ ---- ---- , ---- � ---- - • ---- ---- � ; i i UPPER WALL ' � � i i 1 � CUT BLOCK AS NEEDED � �' TO MAINTAIN PATTERN . ! � � i = LOWER WALL i � FIRST COURSE F � � ( r' ' FREE DRAINING AGGREGATE TO SPAN `` ' •:':10 FEET ALONG THE WALL FACE AND TO . ' � THE BACK OF THE R ORCED ZONE > > , � ---- ---- ---- ' , , -- — _ ' '' --- _ � � ; ---- , — s UPPER WALL : ; , � � l - ! : i �� � ! ; i P f � ' LOWER WALL � a � � ! SECOND COUR�F I � � ANCHOR DIAMOND� , \ ) X CONNECTI � N DEATIL AT TERRACES �j � WX (NOT TO SCALE) � � $ � ; i { " � ,,;��' 'r '� ;,� � These graphical representations are intended for qWg DIA + , : , ^ �. � ; � >, � preliminary design purposes only,and are not to ... ANCHOR MOND ; _ ; � :: ; ' F ,k�. be°S�fo�°a"S,��t�o°W'tho°t�,e S�g°a'°� � TERRACED WALL CONNECTION ' a �, � � r,�. , �,: n: � . . _.._ of a regestered professional engineer. 426/2005 � _ _ . RETAINING WALL SYSTEMS . - . � All information herein�2005 Anchor Wall Systems ANCHOR RGTAINING WALL SYSTEMS � i P�eferred{�or[dwide For Selection and Quality NTS TYPICAL WALL DE"PA1LS � � ; � L# �'; �� CT�`% (�` � � F ^ 'v i ...��. <�� � 89I OOI 9 T£ SSZ 099 ZIT Shi �e;o,L zP cp ;� s ea .. �X£ auoZ �£P`� �c�`� �m n axa �Z�3)sdea �ea�yv paaaoJu�ag ��og aseQ �aog u�eaQ � � �u�pn�axa sde�,�o (�3) p�a�oa��o eaad ,�o awn�oA .To awn�oA �}o awn�oA ��� � ����M aaqwnN q��ua� ���M a;ew�xo�ddd a;ew�xoaddd aaew�xoadd� a;ew�xoaddd -p �S ,{o eaad aaa��o eaad sai�o.�d II�Ac� �y� �ouo.�p a�uapisa� Ia�is � .. .■. � .. ■. .. � � � .� � � �. .� � � � � � � �■■ ■� ■i■ � � ■� ■i■r s � � � � ■■r � � � � � . �� � I ,���� � � � � -� CD �< �� � Y� a � j%� � tl � i � i� O C Q CD `� � � -�� , �� � � � ` �� �°` �j 940 � � v � Q � �: °ti � �� -�;� �. � i�;,�_ J ^��: � f � � �� ,.�:� � �� � � �-� �� � O ,� � - G'� �� \� -� �� �� � �-� s x r � .�A' � � � � a � s '�'� + ,� � ,�, � ,, � �. � � ,., ����; � ,� / ,� � � � � �,. � '� O � `� � ��, o� / � � � �,y \� �(1 � �J � S�. ' J �� O � � �� � r. , O � �� � ,/ i- .�-. '��. � ,�,-r- �, `� \ r��`. o� ` `� ✓� � y� � � -�� y� --:,��-' g � � �, � ` 'j � - � A � �S� ��� �� � (���l.> t —/ /� � _ �f `��` ,.�� �V =� � � ,i- 'V � . �" D `C �. � � n� � g u � y � 5� � � � —_ � � � —...��C � � \ � � � � � � ___ _ _ _ --- -__ ._- _--_ --- --_ _-- __ _ __ _ _ _- -_ ___ _--- -- -- -_ _ _--_ _-- - _ ' Sigel Residence ' Anchor Diamond & Highland Stone ' I o � o � � � ' � � N J � W � C 00 C � J W t �> t C } (p � M O > � m � � � ..�. + � N @ � N O O EL=862.26 � � 00 EL=962.26 r�i � I � m EL=962.26 , M � , � � , � I o + 963.00 � a o 0 o a o o � � � � ,� �. _ � � � � � o m < 963.00 962.00 - ° 962.00 ' 960.00 EL=957.60 � " � EL-958.60 961.00 I - 960.00 4� � � 0 4� _ � �n a� � -0 959.00 959.00 . __._ _ _�. _ � � . EL=954.60 ._ .. 8 _ � � w` � 958.00 0 � _ �� o 0 o a ., �, _ EE=954.90 � � 4� � ; , , o �-o�,� � _ - o _ _ _ � � _ � � : _ - � � � � ��� � 958.00 � ' ._ __. __.... �/ _ C 957.00 �.�___.__ �_ . �. _� p ew._e�.. _._,r oo.,u� o o � � � � � + � EL=954.60 g EL=9�5.10 EL=956.26 m � 956 00 � ` ��.�:�.��. • � .� •.�., � _ _ ......�._ 4 _ � �__._ ��'� EL=954°10 0 4.....�__._ - � 956.00 � ' � EL=953.76 Q j • .. . ' , � '+r 955.00 ° ° ° ° 955.00 +.� (� .._.�..__.__. �, __..,__ _.,�.__.� (� � 954.00 ° EL=95576 � � ° ` � � ... . 954.00 � I � � 953.00 � o 0 0 0 � � � _ � � - � � o 0 0 0 � a� � �� ' � � � � o o - 4�� o� � _ _ �L�95�.26 953.00 � . ... - EL=952.26 � , � � � o � °_.�.�.�.°.�_,.._._�_ �_K_.m�._�...'�� � � �� W 952.00 � � o ° ° EL=951.76 _�.__�..._.__�_.... � 8 _ w..._ � �� _ ° 952.00 W ��� 951.00 � � � � � • , � � � 951.00 , � .. 950.00 : o 0 0 0 �, � ...... .. 4� � .�..�._.�..�.._. _._��..__ ._.�.�..�.�___ ° 950.00 � 949.00 � ° ° ° ° � ° � . 949.00 EL=952.26 y ' 948.00 0 o a o a a o a o a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 � � � o o � o o � a o 0 0 0 � � EE=950.263� o o � o � � _ � � _ 948.00 947.00 � � ° ° ° ° ° EL=948.76 ° 947.00 I � 946.00 � � � � ° ° ° � ° � �� 946.00 � 945.00 � � � � o > �, o � EL=94676 � 945.00 ' 944.00 0 0 0 0 0 _ o o ( � 944.00 I 943.00 � o � � , � � , � , � - � o = � _ 943.00 0+00 0+20 0+00 0+20 0+00 0+20 0+40 ' WALL 3 - FRC�N� FACE EL�VATION WALL 2 p FR�NT FACE ELEVATI(JN WALL 1 - F�UNT� FACE ELEVATI(JN 1 _ _ _ _ __ _ . __ �. __ _ 1 ' Note: Internal drainage systems, other than the minimum 12" of drainage rock behind Scale: the block, are not required. However, if seepage is encountered in the backcut during the course of construction, additional drainage systems may be required. HorlZ. 1" = 10� ' Vert. 1" = 5' �I �C�� � - �( ��� � � ' I hereby certify fhaT ihis plan,specification,or No. Date. Revision. By. - L@g2fld �o�e�r Name�. P�er a�ea w�: oQaoFE s sion,� report was prepared by me or under my direct � . ���p.ON RO�, Fti supervision ond ihat I am a duly Licensed Sigel Residence Steve Sigel y .F '�,r � Professional Engineer under ihe laws of ihe State � P�oiecr�o�a+�on: w U No.a3a83 �Z m of Georgia. - d Leveling Pad Mirafi.ixt orawn ey: cneckea e: � erp o6/3o/os A Pnni Name' Cam ron Ro on 9 �fOf10,M�`l JAS CEf� Drawin Descnpfion: MSE Finish Grade O GRID LENGTH sneei � of 2 � * * ��� sl qvi� �r Signature: N����� � HighlandStone � AnchcaDiamond Wall Profile �ate�.�3�2��2��7 "�rF pF r,,�NE� .,...�.. Free Sfanding Block Dafe:03/20/2007 License N43483 Wall Block v�oiectNumbe��.��-�223 ' - _ __ __ _ ___ ___ __ -- _ _ Sigel Residence ' Anchor Diamond & Highland Stone ' ' � '� � C � C O C ., O � J � W W O �p O C + (0 N - .. � EL=962.26 m � � EL=962.51 0 � � 963.00 � � � , � � � � < _ � � � �i 963.00 962.00 � 962.00 EL=959.76 961.00 961.00 � � EL=959.10 � , � 960.00 960.00 959.00 4� � EL=957.26 959.00 ^ _ ._ � � 958.00 � � ° 4� o � � < < � � �L�956.6Q � > � 958.00 � � _ �, � ..... . 957.00 � o`r � 957.00 � � o �o 0 956.00 4, oo cn EL=954.60 „958.26 - 956.00 � + Q � � 955.00 .,.m... �._.__ o�,� 955.00 +., � 954.00 .. ; EL=952.60 EL=956.26 954.00 � � ��.o ' � 952.00 � � o � EL=954.26 � EL�=951.10 - �'� EL=954.76 ° 953.00 � '� ' ` �. 952.00 951.00 EL=953.26 EL=950.10 � I � ° ° � ° 4 951.00 co _.__�x�__ � 950.00 � � � � � EL=95176 950.00 949.00 4� � 949.00 �._._.. . 948.00 � o a _ o 0 0 � a o o a a o 0 o a a a o � � , � � 948.00 947.00 E4=949.26 947.00 � 946.00 � � � � � � EL=948�6 � 946.00 945.00 � � � _ � � � 945.00 EL=946.76 ' 944.00 0 0 0 � ° 944.00 943.00 � � � � � �, � 943.00 0+00 0+20 0+00 0+20 1 WALL 4 - FRONT FACE ELEVATIC�N WALL 5 - FRON1� FACE ELEVATIC�N _ ____ _ _ __ __ .__ _.____ ___ __ ___ __ _. __ _____ ___ __ _ 1 ' Note: Internal drainage systems, other than the minimum 12" of drainage rock behind Scale: the block, are not required. However, if seepage is encountered in the backcut during the course of construction, additional drainage systems may be required. HOI'IZ. 1" = 10� , Vert. 1" = 5' �� (�� ��� � Fessi I hereby ceAify fhaf ihis plan,specifcation,or No. Date. Revision. By. Leg2lld �o�e�r Nome-. P-epa�ea w�� ' ea� oN report was prepared by me or under my direct � • �� N R � � Si el Residence Steve Si ei � �O O F supervision and ihat I am a duly Licensed - g g �, F, � �Y . Prolect Locafion: „ �' "f's � Professional Engineer under ihe laws of The Siate � �evelin Pad ���"""' �a`�'�BY: Checketl B� �j c o Z , � __ Mira i T;i JAS CEI� w U r+o.a3aea z m of Georgia a ' OfOf10,1V�N � 6cp.o6/30/oe A PrinfName: C ron b rson - Dr�wing Descnption: * * /`L��, Finish Grade xO' GRID LEVGTH sneei 2 of 2 � r,J � Signature: `- ..�_ ���_��� � HighlandStone � AnchorDiamond Wall Profile �afe:�3�2��2��� � CIV�� 1P F oF rn�'`E rr-�.. Free Stonding Block Date:03/20/2 nse#43483 __ Wall Bbck P�ojectNumbe�:��-0223