Loading...
1700 SElva Marina Dr Retaining Wall S r I I I 1' - . I II. I I 1 'i1 I li ii I REVISIONS BY F I11 I II 4 _ I � I 11 ,��'' I 1 1 i I 1 1 , I �I �; ,h. ,' 11 I'I �, !II ill , '' I I ,I ,I i 11 ii I { Ih! I. ( II I . I p . , l • 1 �' I I L ,1111'" ! II 1: II f — I I ;:, 14 11 on a nit m le Soil Keystone e C U 8 Min. ow Permeable L I11 i :I Y p qq 13 I � 1 q Base v lin d � I Lee Pa Notes ' Com ac Unit U 11 1 Ca t a G 9 p p nl 11 1. The in i o b level ad s t e H 11 i _-I.r { g p Width: 18 Width. 18 I1 1 I II II constructed of crushed stone II I Depth. 12 De th. 101/2 I a _ / / or 2 000 sit unreinforced 11 p 1 1 1 1 / I I / p Height: 8 Height: 4 1 I B / / concrete ete I i r W h : et t 90 lbs W i h *Weight: 0lbs I 9 9 5 ,, ! Keystone Com ac I � I I . 1 Comp ac I , I �1: 11 11�11 i I i ( � ,III I I i Depth = 8,0 Unit 2.The base foundation is to be I II ,Ii ` I ' I 'I � i �1 :III I' Grid ept I approved by the site geotechnical ISI I I'T '` I 1�,III 1 i. 24" Unit Drainage Fill i oplacementf the en i eer r or t o ie n , __j I 1" - 1 1/4" (3/4" Crushed g p i I€' I = levelin ad. ,: ,; 1 zo S Reinforced qil - g p I o I I A roximate 1 ----Unit Face I i Grid De th = 6.0 / Rock or StoneA Limits of 8 8 t : h '! 4{ I • i i' I �, Excavation --, I z., [ I - " 1 II i I , I I I / I -I. ; - . I k III I 1 / Finished Grade 1 i 1' -I - , I Qql I 1 j " (�� = 1 = 1 . , Grid Depth 6.0 N W L 1 4 _ T CD i' . p I - ; � i BOT = ± 1.0' : • I _ .. in r', _� - I ' =� • m Tf .. o' ,� .. I / - I \ -.l ._ ! IIll ii 1 L_______________ -.1. �. �l. _--I 1 r- I.I 1 - I i I� i ._I I; -1. . __ _ Excavatio 1: ", : ,., , 511, i; ,,, , , ,;. u1'... „`: r _ _ I1 1„ : I Limits , +� L - . , I ' : '' 1 Note: unreinforced Concrete Ill „ I i I I I, 1 1° , . - 5: 1 I I, I ;I` When site conditions require, wrap drainage or Crushed Stone I �` 1 _ - I G i I” 6 Crushed Rock or - ; III ,; it i ;� I I �; file in 3/4 aggregate and filter fabric with Foundation Soil Leveling Pad unreinforced Concrete �' �� �� 'fi• _ �_ I I1­1I !I; ! i iI 1 ;j I I drainage composite or aggregate back drain Leveling Pad I, ' - - ' li, 6 11 I I � i+ I�� 1 ;I;I' It I '1 I I 1 ' i ! ; j system, as directed by geotechnical engineer. —0_ I ! ? 1,. � �' I 1 ,I;` ' ' I; .i �' l GEOGRID: STRATAGf�ID 20© — ! `e I , pp I , II .-� I i P '� i +; i , SII,' �; ' X11 i I� SII BY STRATA S`(STEM _ i °. i I om ac Unit/Base Pad _F� 0 =0- � �I 11,1 lid , I C pIsometric Section View I_ i ;E V I �— T ical Reinforced Wall Section _ 1� ; 11 I I " it rI �f �. i (i ' *Dimensions & Weight May Vary by Region i 't i dill ;,ISI f Yp �- ° 'i1 ;4 i 'I LI i 1 i. 1 II 9 I 11 Coma i Setback ,II c U r~ t 1 I !• i I Comp ac 1 1 I I j _ i 1 d ' II a _ - I I ,� II I — I -� K i I 'I 1. I I 1 ! i — ' - I , . I I 8 - i I I u I :.. I _ ` 1 'I III. i I _ ! 1 I II m— I II ,II 1 J I1: I - -- I I I I� E I t I I '— 3 '! ,III 'I I —' I. I 1: I i ��' I (2) -4" Cap Units or 4" Cap Urnt i ' DESIGN SPECIFICATIONS - I. f i L=: j i �j1 X11 , is 1 - 811 Ca Unit 11 i � I I, i, I �f 111 ! I O p 8 Keystone p l - u ffi I ' I WALL HEIGHT (H) IS THE TOTAL HEIGHT FROM TOP OF WALL TO TOP OF FOOTING Y 1 I I� <i I II,I;ik 1l Illi, , I, ; 1 I, I 1 II UnitI 11 ;; w I L "� ,I I 1 ;L Place Additional Pieces of Geogrid 1111 _ _ t 111111 �� „ i i ; '� �' 'II, MINIMUM WALL EMBEDMENT FOR LEVEL TOE IS 16" OR HEIGHT/20, WHICHEVER IS GREATER; �� �� i i ' c - - - - ,� !, �, 1`` ; When Angle Exceeds 20 ��� o = _ � I� I FOR SLOPED TOE, SEE DESIGN DETAILS (MIN. 2 BLOCKS) ����� �; ' �, Compac Elevation I _ , SUBSURFACE SOILS MUST BE CAPABLE OF SUPPORTING WALL SYSTEM. THE OWNER OR 3" of Soil Fill is Required Between o _ , 1 i Overlapping Geo rid for Proper p - I OWN RS REPRESENTIVE SHALL RETAIN A GEOTECHNICAL ENGINEER/CONSTRUCTION TESTING g I , �il E �� �� +' J . i I — _ _ _ V P •' w r 1 'II'` �`'�' T THE OLIN ATION SOIL PRIOR TO CONSTRUCTION._;U NSUITABLE SOILS IF Anchorage (Typ.) �� , ,I , I , ( i,°. ., �,I, II I I � FIRM TO EVALUA E F D S ( � _ _ I ,; i . i i ;I 1 — — ,I. i1 . , I Y AS D TER INED BY THE OWNER S GEOTECHNICAL ENGINEERER, SHALL BE REMOVED �:� ' I I: I I, I I: II AN ), E M ! ' ;;,, p 1 , cc F I I I Additional Drainage FIII \\ : ! = .. I ., ,.r- :11 ( L + I I � I,I AND REPLACED WITH PROPERLY COMPACTED FILL SOIL. UNSUITABLE SOILS ARE DEFINED AS .,�.� �\ � - - I Extend Wall Height /2 ` , Note: -�- '". `' 4 : V SUFFICIEN BEA TNG CAPACITY OR WILL CAUSE EXCESSIVE _ , III, � , II 'i I 1 '' 1 ''' ' E ANY SOIL THAT DOES NOT HA E T R ;�, ._ � i m I I 11 I I - _- ; ��� Drainage FIII 1, Secure all c w, Keystone WALL SETTLEMENT. �. ge S u e a cap units with ^ a +. „ - I I f - - Ka seal orequa . + '' _ ,; I III, II! PRIOR TO B 5 C14Z A REPORT OF GEOTECHNICAL SOILS INVESTIGATION WAS NOT PROVIDED R R T Ii III I''I I.jl� _ '_ \. a .. — Iii, ,I'',' ( - 11I "i WI H - - - g = — PREPREPARATION OF THESE DESIGN PLANS. THIS DESIGN WAS PREPARED T THE __ .F - O � - T of Wall Ste s i. I r..q,l I,. ;..{ 1 :, II+. i •! _I .� ..- _ - p p ( :ti... . w .. 4 .�.-. `�..."-� t.. Q . II ! FOLLOWING ASSUMPTIONS OF EXISTING SOIL CONDITIONS, BASED ON PREVIOUS EXPERIENCE W ii I; i !�' i I WITH SOILS TYPICAL TO THE AREA OF WALL CONSTRUCTION: SOILS CONSIST OF A SILTY SAND I — � �- Il Cli eo rid is to be Placed on Level 181 1 ` I H OF 1 0 PCF AND A PHI ANGLE OF 30 DEG, IT IS THE OWNER OR g 1 WITH AN APPROX. UNIT WEIGHT T 2 = _ 1 OWNER REPRESENTATIVE'S RESPONSIBILITY TO VERIFY THE ASSUMED SOIL STRENGTH H /2 Backfill and Extended Over the - I �� ' I I I Note: Fiberglass Pins, Place Next Unit. - , � I PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF S E 1 Pull Grid Taught and Backfill. Cornpac Plan ___ _ - I SI T NT WITH THO E ASSUM D Check with manufa turers s ecifications G H ARAMETERS ARE FOUND TO BE INCON S E 1. c - I T E SOIL STREN T P I i H p 1 Stake as required. ___1 I� I BY THE ARCHITECT, THE DESIGN IS NO LONGER VALID AND IT IS THI'E RESPONSIBILTY OF THE on correct direction of orientation for - - I ill1 ---� � I c Lit I , OWNER OR OWNERS REPRESENTATIVE TO NOTIFY THE ARCHITECT SO THE WALL SYSTEM CAN geogrid to obtain proper strength. Q ' ' BE REDESIGNED, FAILURE TO NOTIFY THE ARCHITECT MAY RESULT IN THE FAILURE OF THE ( - Grld Sc Pln COnneCtlOn 00171 ac Unit ' i 1 I 11 I - I, ,I I 1 RETAINING WALL. H /2 * Dimensions May Vary — I 1 — I - o ' `' F A L ENGTHS AND LOCATIONS PLEASE REFER - _ by Region j L...:. FOR SPECIFIC DIMENSIONAL INFORMATION O W L L , Ge0 rld Installation On Curves _ �-' - ' �''- f i iJ �t I '': I I �� : 11 IY '. I.. '—_____.__ 8" or 1611 � � .,,; I.. 6Crushed Roc o r - - ` • � l TO CIVIL DRAWINGS. k II 1 ' Ste - _ ', ! 1 I Unreinforced Concrete p Q 1 Levelin Pad - I 1 FOUNDATIONS AND SOIL COMPACTION SHALL BE IN ACCORDANCE WITH 2010 FLORIDA g _ = U I I Elevation � � - _ BUILDING CODE. r 1 I I o e: I'I II I N t I — — I 11 UNIT DRAINAGE FILL IS a CLEAN CRUSHED STONE. AVOID AGGREGATES THAT ARE ROUND IN , 1. The leveling pad is to be constructed of Cap Unit Elevation Cap Unit EleVatlon - - I 1.f 11 I , NATURE. - I 1 crus ed stone a or 2000 psi unreinforced Ii, ill h n t I I p 11 concrete. _ - 1 1 "I I LEVELING PAD IS CRUSHED STONE BASE MATERIAL, COMPLETELY WRAPPED IN FILTER FABRIC. 3" of Soil Fill is Re Required Between z- X 1 q II 11 +I }I 1!I :I I �` 0 �I H /4 1/2 x 5 1/4 _ _ I Overla In Geo rid for Pro er 6 W - - 0 Overlapping g g p N N •. 1 Additi nal Geo rid Overla � Q I1 E O E COMPACTED TO 95/o MODIFIED PROCTOR o g p Fiber lass Pins L MATERIALS ARE T B 9 I ALL B CKFIL M S A II � I� t Anchorage T z nch I i r ge ( Yp') _ I ! , Extend Wall Helght /4 c) T_ �� (Y I , I w• u I c I" ' i Front Fa a r: r- ,I I ' I I I �• FINISHED GRADE MUST PROVIDE POSITIVE DRAINAGE. Additional Drainage Fill u . a �I 11 iH I1 I 1 1I " ' III 1 1' Extend Wall Height / 2 'I II I I II II' I — 18 18 Q i E I i j �1 �I < i I : � " 1 I ,I1 GEOGRID MUST BE APPROPRIATE TYPE AND LENGTH SPECIFIED IN THE PLANS. �111 r - i-ID I ,• > I , - - - - - �` _ - 'I _ vWi i II r 'I I - - — — — i ,1 II! i I i S , ' 1 - - ,' i, ' 911 " ! ; ° 1 ''.., I ALL GEOGRID LENGTHS SHOWN ARE ACTUAL LENGTHS AS MEASURED FROM THE CONNECTION 1---- ' _ - '� Ca Unit Plan Ca Unit Plan 11, Cap o i I " 1 PINS TO THE END OF THE GEOGRID H /4 _ W+ (2" o f � I 1 iPT t. c --_ C - 5 I� a t 1 _" _ - T D ORE BIVALENT. - - L B MIN. 4 OZ. FDO 5 Q Univer al I SH L E S r Bc A Straight FILTER S t 1r��J I � T X IL L E t GEO E T E Section I - - ry I" - J I - - — I P I k —- - - Drai a e Fill � II �.; n g -- - Cap Unit Option Cap Unit Option DRAWN f' . '= ' , I 1 L ALL SOILS MUST BE COMPACTED IN 8-INCH LIFTS TO 95% MODIFIED PROCTOR AS DETERMINED , Leveling Pad Detail i1i 1 I,. I ` I Note. g Dimensions &Availability Dimensions &Availability R.C.H. ! I ( BY LABORATORY TESTING, AND A COPY OF THE TEST RESULTS PROVIDED TO THE ARCHITECT. 1, Check with manufacturer specifications Y a y `' I 'it on correct direction of orientation for Will Vary by Region Will Vary by Region cHECKEO ;Ili I, ; i IT IS ASSUMED BY THE ARCHITECT THAT THE WALLS ARE CONSTRUCTED IN ACCORDANCE H /2 T.H. III uI; ! I geogrid to obtain proper strength. RATE I I I' f WITH SYSTEN PRODUCT MANUFACTURER S SPECIFICATIONS AND GOOD CONSTRUCTION I 1LO4 10 14 E 1 tibia 1� 1 PRACTICE. SPECIAL CDNDiTONS f 11 I : J , I I �' I 2. Corner units recommended for outside SCALE •, !1 I II , ".:,.'` , # , _ I, * y ,� + • w y (HESE DRAWINGS SHALL BE REVIEWED BY THE CLIENT AND ONLY. THE GENERAL GE}IERIC REPRESENTAONS ARE INTENDED j I ;, " ,} , , ''. I I ,.. i IHEJR US£ SHALL CONFlRtA THAT iNESE DOCUMENTS TO ALLOW THE FLEXIBlLf(Y TO SELECT EQUIPME}R A7U SIMM. ___.- __. .. _.._-- ' i'. i i ' .•(.':yl ' I' ' , I�,..,� , ,i corners. Availability May Vary. INCLUDING Ak A201 GENERAL CONDITIONS REPRESENTS EOUNALEITT MAIEFiL1L,5.ETC.TO CONTROL COSTS ANU PLLUN 1 r AS NOTED • II + I 1 R PR S NTATIVE OF THE SYSTEM THE ENTIRE AND INTEGRATED AGREEMENT B 1WEEN TIIOR COMPETITIVE SYSTEMS AND PRICING.ANY LACK OF SPECIFICITY 'I. I•. I; 1 IT IS RECOMMENDED THAT THE ARCHITECT AND/ORA E E E HIDNRIc"s ARCHITECT AND n£CLIENT (REFERRED ro AND cQNsrRucnoN DETAILS swvl NOT BE coNsrztuED As A7 I? f, I+ I: l: II Ii 1, 1 +: II AS THE'OWRFR` IN AIA DOCUMENT A20T GENERAL INCOMPLETE GDLICATICN ON T}IE PAFti OF THE ARCHRECT OR K R C .JOB NO. I ," , I '.'' -`. , A�+T R �+ NT DURING THE FIRST DAY OF WALL CONSTRUCTION FOR CONDITIONS OF THE CONTRACh.OFTEN THE CLIENT AND THE RELFAVING TH£OWNER CONTRACTOR OR OTHER USER FROM Keystone stone 1 Aetai n i n Wall Systems ; ' , 1 1 i I I I ( PRODUCT MANUFACTURER U" 'ER BE PRESENT H /2 GONTPACTOR ME ONE AND THE ShAE IN SUCH CASES ARE PERFORMING OR COMF�[INC THE WORK IN TOTAL COMPIyVICE y y 1 : APPLICABLE TO THE REFERENCES OF BOTH THE'OWNER" WITH THE GOVERNING CODES AND PRACTICES.ADDITION& I THE HE COMTLA'TGR IN AA M 01 N DOCUMENTS MAY N ^ G DOCUMENT A7 GENERAL WGU EN 5 1 E fv NI J �''. TTY A D METHODS. B •>FiED BY SEPARATE WRITTE} , A N CTI N QUALITY C NSTR O Q OVERSIGHT HT OF O U al ( Geogrid InstaIIation at Corners BY THE AR ITTHEDOCUMENT. VIEOWITHCTADNINDOCUEN COITTRACIUALAGREEMENT. Typical Wall Details SHEET NO. 1 BY THE ARCHITECT 15 TO DE PROVIDED WITH THESE DOCUMENTS UNLESS SPECIFICALLY PROVIDED DY SEPARATE WRITTEN THE AGREEMENT SHALL BE LIMITED TO THE WORK DIRECTLY , i a 1 + CONTRACTUAL AGREEMENT.ALTHOUGH THE USE OF THESE UNDER THE ARCHITECT'S CONTROL (SPECIFICALLY 7HE SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL DOCUMENTS MAY BE FOR WI THE BENEFIT It OTHER PARTIES BY PRODUCTION OF THE EXTENT OF h{E SCOPE OF THE I THE ARCHITECT ___._ 1 SEPARATE CONTACTS WITH THE ARCHITECTS CLIENT OR PRODUCTION OF THESE DOCUMENTS ONLY).THE ARCHITECT I I r:1:, - BETWEEN PARTIES NOT KNOWN DIRECTLY BY THE ARCHITECT, SHALL NOT BE RESPONSIBLE FOR THE IMPLEMENTATION 13Y I CREATE A A 17■ C `t} SUCH AGREEMENTS SN NUT BE CONSIRU TO C EA E H Ni �MPAI Y� PLL ED OTHERS SOF WORK ER E V D R E IG ORDEPICTED BY THESE DOCUMENTS 0 LDS N ARE MADE E FROM ORIGINAL LAYOUI � IF CHANGES D T INFORMATION PROVIDED OR G CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE THE USE OF THESE DOCUMENTS BY OTHERS. THE USER OF 4444 W 78th Street I ARCHITECT AND SUCH THIRD PARTIES(CONTRACTORS,OWNERS, THESE DOCUMENTS 5}VLI,OEM THE RESPONSIBILTY OF I I TENANTS,ETC.).THESE DOCU3AENT5 HAYS BEEN PRODUCED OBTAINING ADDITIONAL AID MORE SPECIFIC DETAILS AND/ + 1' AND IiTTENDW TO DE OF SUFFlCIEN7 DETAIL FOR PERMITTING OR ENGINEERING WHICH MAY DE DESIRED. '� 'I Minneapolis, MN 55435 I Ic P I ;III` 952-897-1040 C%'� r I, � i, i,. j: a 11 I i,� 3 I. (.q , Ila. 4 1, r: , 11: 1 I ''I I ] 1 I I 4 11! /'� It �, i 1 II 11 ,�Gv ���� OF ONE SHEETS II �{ „I: I1. { rfr i i �. 111 's - �a ° I I I i i fI • I I� !: (I 1'� i I i _. I 1 r • I , I � 111