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HomeMy WebLinkAboutB18-0339_approved plans_1539880466.pdf :ANdd1,100/31ANN S30IA83S 1V NH03Jk : WdN 1O3f Oad �a : = . ____ . , i:. i • . t j31:10)11°15 • 10/18/18 r , . , lz,..,../ :7,_______..,>,____ .. . C 7' . T'' ,/ / _.— • V • o-, :ANVd1,1OO/3 JVN S3O1n83S 1VbINHO31 . : W3d dN 103road ' a � : I • i f 40 JA20)11#fib 10/18/18 . �� C r / Sr - • . . Cr---- _,:. • • • ` . . . I .41''' % i ii4' 4r-- :X' \ -X) 4.`' ' - frt +1� . - 10/18/18 n C7 ,:: ,„<,----.---:1(...-- . A50-. . cn /------7-17 . . t„ t_Apro--A • " / . IIP• ..,, . 1191, ' . m �Do / Is1tv . \'""- i 1 /1- - ',mg..... • -- - . ,,,....L..._i • • - 0,5' 6- ,g4-, .t„-., m i , ti:\ iN . • z _0 _ ;.? c-.‘ - - - i\ \ ' i \ ' \ \ —m n De ?cf•-'(\c-' Z z . , \ . . 4 / .\ - . . . 4----y77 1 1 1 1 1 -1 I I 1 154 BOOTH FALLS UNITS & 10117 10/18/18 BOOTH FALLS MOUNTAIN HOMES VAIL, COLORADO JOB NO. 18327 PREPARED FOR: MOUNTAIN VALLEY PROPERTY MANAGEMENT 1592 STREAMSIDE CIRCLE EASY UNIT B VAIL, CO 81657 BOOTH FALLS UNITS 6 & 7 o �`�`� ` 7“("s BOOTH FALLS MOUNTAIN HOMES _M Scott Miller `o"° ftng ���� VAIL, COLORADO a- - 9 =� P.O. Box 94529 North Little Rock,AR 72190 E n a ineer �' %"""""`•,,,,, W,; WA ` L Di- SIG N ANAL Tel: 501.374.3546 Fax: 501.3743547 E-mail: segwalls@gmail.com :°, '►,,,,,,,,,,"` DRAWN BY: CMM l DATE: 10/01/18 'SHEET: 1 OF 12 Z4 fl% M. 930 4N, 42177 IP- 1 C. r._ ,1 r 10/18/18 ;,'. _J. 1 •., 1'.Ci S 890 24' 13" E �7 534 .12 $° 44,E 12.20 8.9s. N Retaining Wall ‘ Lc) 104 '%, Lo Loçation __ .- , 1 3 2.442 Acres l,1sr 106,386.34 Sq, F t. ? 6 // h / / 7 O 1 1 S 4•S9, 1 Oti 1 2 b 1 D. I 3a Z N 61°27'E S° 16 22.25 N r v7 � N 12°37'47'W {radial Veb• Opa 21.28 °ry A o ` ,%%%%%% ",,,, BOOTH FALLS UNITS 6 & 7 NOT TO SCALE ,,'oa REQ;e,',„ LAYOUT WALL PER EXISTING WALL . i`` `j1" ,•11 .:o .'°;�'�`� ` � �%'�'�'"- BOOTH FALLS MOUNTAIN HOMES WALL FACE BATTER OF 1(H):8(V) = Scott Miller =�� <�,d =� • ' 97 X= _ VAIL, COLORADO = Con S U fl • _ _ = _ -- //ALL LOCATION P.O. Box 94529 North Little Rock,AR 72190 En • i n ee r ..... ,.. /f""""NAL`,,,,�', TeL 501.374.3546 Fax: 501.374.3547 E-mail: segwalls@gmail.com ��`',,,,,,111, ,,,,, DRAWN BY: CMM DATE: 10/01/18 IsH1 2 OF 12 APPROX. WALL FACIA = 330 SQ. FT.(INC. CAPS) APPROX. DRAIN ROCK = 17 CU. YDS. 110 - 1 ' APPROX. 1SRW3- GRID = -130SQ YDS'. APPROX. FILTER "FABFIC = 25' SQ. YDS- - i 1 I I I I 1 I I o i I i I I I I 13QOJ 0-j 1 I I I 1 LEVEL SLOPE BEHIND WDLLI I I I I 10/18/18 MAX. 100 PSF LIVE LOAD FOR LIGHT DUTY 105 - I - - - -- - - - - - - - -I - - - - IH - - H - - - -- H-- -- - -VEHICLE- PARKING AT LEAST 2.0 FT, BEHIND -. -{ - - - - H - - - -I - I 105 I WALL - BEGIN I OUTSIDE I 1 END KEEP ALL CONSTRUCTION' TRAFFIC AND LOADS AT LEAST- I I I WALL I TURN I 0+36 I I WALL 6.0 FT. BEHIND WALL I NTIL THE PAVEMENTS ARE 0+55 COMPLETE. ONLY LIGHTWEIGHT SINGLE AXLE OR _ 1 1 I I I I I I HAND OPERATED EQUIPMENT SHALL BE USED FOR I I I PAVING, AND CURB PLACEMENT 1 00 - FINISHED GLADE BEHIND WALLS CAP IUNIT\ STOP OF WAI_L - + - _ WITHIN)( 6.0 FT. BEHIND+WALL _ I i - - - - - - - - 100 < I i l -E .l_j- I -J _1_ i. I- +.L J. I I 1 I E 1_ i1 ,Plr. .l�17Rt1�� 1 . I. I E I_1 .I_ - c� ■■•u■■■imam p.ml CICilT STONE FROG 9 ii�VllaYil■■■■ ■■Y moss_ I I I I � E Om ■mlitm 1 [ P LAYOQT WALL PER CIVIL DRAIWINGS i I I I z i � ■ NTN■ _I r �__ I E z o III �T �� ■I�■ �IF r ■�I>■AI� p�saTr_o>�I .; �tAL I CONSIDERING WALL FACE BATTER I I I I o ~ I -1 .-L r- �4 NIS. P RGGRA,E O p birom un �I �IN� E _' OF �I (I�):+8(V) Q 9 5 - — + l�. .-i L ��� ;- T- - - - - -F - - I I-- - - - H - —I 9 5 L u Q ' ' ,. -.'„ a H.IL I ir,ZK�Q- i �w-■ _ SCALE WALL STEP LOCATION FROM WALL w L LJ _ .. 7 . . , l' r; 1 1 �";F-' _i STEP TIP. I PRdFILE, STEP (LOCATIONS MAY VARY BY I I w Y ..•:,. :.:�ELJ 92.7 1I :$ _ MIN. 6" THICK CDOT CLASS 6 AGG. BASE/ 1 -3 FEET HORIZONTALLY I I ! I I CRUSH40 STONE LEVELING PAD BOTTOM OF LEVELING PAD I I I I LOOIKING AT DACE OF WALL 1 I I I 90 - - - -I - - - i I ALL (WALL ELEVA1LIONS ARE ASSUMED BAISED -1 - I - H 90 - I I I ONI A TOP OF (WALL ELEV. =• 100.0 I- I I I II MIN- WALL EMBEDMENT 1.0 FT.(2 BLOCK) I I 1 - MAX. (H):1(V) SLOPE IN FRONT OF WALL I I I I I i I 85 - - - - - -L - - - - - - - - -1 - - -_ - � _ J __ _L __ _ - - - L - - - J - ___1 85 55' PANEL WIDTH, FT. 8.0' GRID LENGTH, FT. I I I I 0+00 0+50 1 +00 1 +25 KEY WALL 1 POE LE - II - SRW SERIES 3 GRID, TIP. SCALE: HORIZ. 1" = 10' VERT. 1" = 5' `,1,,,,1'iIRiI& '� f,,, BOOTH FALLS UNITS 6 & 7 .• , p0 ' '',,, ° ' '� BOOTH FALLS MOUNTAIN HOMES Scott Miller I6"= �'<�'Consultin ' , -�_ _ VAIL, COLORADO •,�,�, A/A L L P P 0 Fl L �- P.O. Box 94529 North Little Rock,AR 72190 En • i n ee r SiONAL``,, Tel: 501.374.3546 Fax 501,374.3547 E-mail: segwalls@gmail.com ��'''f«,,t,,,, DRAWN BY: CD DATE: 10/01/18 'SHEET 3 OF 12 0 ti, Q07 MAX. 100 PSF LIVE LOAD FOR LIGHT DUTY VEHICLE PARKING AT LEAST 2.0 FT. BEHIND THE WALL 10/18/18 CAP UNIT MIN. 8" THICK COMPACTED TOPSOIL ADHERE TOP UNIT W/ CONCRETE PAVEMENT ADHESIVE _,,,4,::, ,:m.i ^ r LEVEL SLOPE SRW NW4.5 FILTER FABRIC 11=1111"""f� 0.75" SETBACK .1=i1 �� APPROXIMATE PER COURSE .'''. TIIL,° EXCAVATION LINE I k CORNERSTONE FROGSTONE �� _ SEE PROFILE FOR GRID /-EXCAVATE PER OSHA MODULAR CONCRETE • . • LENGTHS & PLACEMENT FACING UNITS, 12" LAP TV. RETAINED BACKFILL :I . MIN. 12" NO. 57 STONE _� I i_ / UNDISTURBED OR COMPACTED SILTY SAND WITH GRAVEL SOIL I_ I. - . GEOGRID LENGTH -111-111 I = I1 USC CLASSIFICATION = SM, SW OR SP 11 WALL EMBEDMENT= 1.0 FT. :, ;'4.• : REINFORCEDZONE r111: (2 BLOCK) ' I ° COMPACTED SILTY SAND WITH GRAVEL SOI - = I • , 0..' USC CLASSIFICATION = SM, SW OR SP ` I-111-1 MAX. 5(H):1(V) SLOPES , _ _ - --II = 1 -' I I=III- STABILITY OF EXCAVATION ,__.III-_III_I --11 SRW S RIES 3 OGRID IS THE RESPONSIBILITY OF SII- _ THE CONTRACTOR MIN. 4" DIA. PERF. PVC OR ABS PIPE •= ''.--; DAYLIGHTED THRU WALL FACE EVERY ' REINFORCED BACKFILL 1 I =I 40 FT. MAX. EACH 8" LIFT COMPACTED TO A MIN. COMPACTED SOIL _ I HI -I I;\ 95% STD. COMPACTION (ASTM D698) I I I-" I-i CDOT CLASS 6 AGG. BASE 6" THICK MIN. LEVELING PAD FOUNDATION ZONE UNDISTURBED SILTY SAND WITH GRAVEL SOIL USC CLASSIFICATION = SM, SW OR SP Third Party Special inspector to observe and sign off on installation of Geo grid, back fill, and perf drain TYPICAL CORNERSTONE FROGSTONE REINFORCED WALL SECTION SCALE: NONE .1,,1,,,,1,,,,,,, BOOTH FALLS UNITS 6 & 7 �,�„.. 1 o REG,,,,,, °.-�� / '<; \ BOOTH FALLS MOUNTAIN HOMES iiiScott Miller Loci; um -- -� ii 7 �= VAIL COLORADO Consultin ' '-b ', i= E n • • neer NI ; �,,,,,,,,,,,,iti ID , ,„..• � V/A LL DI- TAIL S P.O. Box 94529 North Little Rock,AR 72190 — p,,q, Tel 501374.3546 Fax: 501,374.3547 E-mail: segwalls@gmail.com �''',,,,,,,,, DRAWN BY: CMM DATE: 10/01/18 SHEET: 4 OF 12 *ski OF ge AP 4014's. 4;40(.:01 I .I', .a• 17" " ��71b '1.:::.:, :!.,,..:f..: 12" ::.;,.: 10/18/18 i .. r • 111 R. N 111 U I 11111111 ' I I- 70. Isometric Bottom View Side View Bottom View Dimensions Ir OP ..., 12 ,,,:r„ Face Width 17" 432mm :';.r Back Width 12" 305mm '•i•,'. Depth 12" 305mm • .• Height 6" 152mm Face Arca .75 sq ft .07sq m \f. •` Volume Voids.31 cu ft .008cu m Setback 6° 3/4/Unit Weight 491hs 221(4 Gravel Filled Unit Bibs 40Kg Gravel Filled Sq ft 117.5 11Kg Top Top View 1 TP View )..,4:.....:;::•4. / 16" t:I 12" }: ' i.4111111111, . a. INUl lir Isometric Bottom View Side View Bottom View Dimensions I, 12" Face Width 16" 406mm " '- Back Width 12" 305mm •'••'' Depth 12" 305mm ' ti 4'x� Height• 6" 152mm Pace Area .75sgft .O7sgm Volume Voids.31 cu ft .008cu m Setback 6° 3/4'/Unit Weight 491bs 22Kg Gravel Filled 82.51bs37Kg Concrete Filled 891ba 40Kg To View Isometric Top View p ..(t�tttttttttt,,o RE/,,, BOOTH FALLS UNITS 6 & 7 t, .-°:�'� 4,/ � BOOTH FALLS MOUNTAIN HOMES Scott Miller -o o ��, �- �� - _co 3 ti,:7 X: = VAIL, COLORADO ,{ l� Consu.ting_ - �= �4 � g P.O. Box 94529 North Little Rock,AR 72190 ' Engineer I L S ,, s%p""L ..v.I° �'`,' Al� L L D T� NAS Tel: 501.374.3546 Fax: 501.374.3547 E-mail: segwalls@gmail.com "',rtttlt,`'` DRAWN BY: CMM DATE: 10/01/08 ISHEET 5 OF 12 loOFP i.p TA lb 1.6b SAW CUT UNITS TO FIT 10107 WITHIN 1/4" OF PIPE 10/18/18 ' BASE LEVELING PAD NOTES: MINI CAP UNIT 1. THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH: 18" OF MIN. 6' THICK COMPACTED CDOT CLASS 6 *DEPTH: 10" AGG. BASE CRUSHED STONE HEIGHT: 8" I 2. THE BASE FOUNDATION IS TO BE APPROVED *WEIGHT 45 LBS BY THE WALL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. I 1 1 0 COMPAC UNITWIDTH: dill 111 ylk0AsrA$ , *DEPTH: 12" i ��-i. , T HEIGHT: 8" 4 ,r �r� ����--- *WEIGHT: 85 LBS ` WI.. 1 411111111416‘411111114111111111414111116II f�Li Ji. �A44;i1 ie�iA�: SCOUR PROTECTION REQUIRED 111� -�.�-�= ,,;..: ' C17'2F,Ps f. .„,; �. SLOPE CUT L; UNIT FACE PIPE DETAIL < 1 5 DIA. ' ` SCALE: NONE MIN. 2” THICK COMPACTED CDOT CLASS 6 AGG. BASE CRUSHED STONE COMPAC UNIT/BASE PAD ISOMETRIC VIEW SCALE: NONE *DIMENSIONS & WEIGHT MAY VARY BY REGION MIN. 6" THICK COMPACTED CDOT CLASS 6 AGG BASE 6" lit" CRUSHED STONE LEVELING PADIr 1 —��� = —III - _i �I al a mpg — IS =MEM I I I 1M lE=IIEHEIIIEllElillIlEill ;Hl I I I I I 1-1 I l I i I I I I I i ;�r4, A� A —24'L- „ ,,,,,,,,,,,,,,,, BOOTH FALLS UNITS 6 & 7 ELEVATION 8” STEP SECTION �.�`•�` � 'i r- f•'�:. -'* ' � BOOTH FALLS MOUNTAIN HOMES LEVELING PAD DETAIL = Scott Miller �° ,�~r�' SCALE: NONE -�;U �[Ctp Eco f97 A: VAIL, COLORADO Consultin ' . - �= �4 = , V/ALL DI- TAILS P.O. Box 94529 North Little Rock,AR 72190 E n ■ I n ee r ���'•.,, '%pNp�.��C�,� ',�` Tel: 501.374,3546 Fax: 501.374.3547 E-mail: segwalls@gmail.com '�' ��''"l,,,,,IIb% ' DRAWN BY: CMM I DATE: 10/01/18 (SHEET: 6 OF 12 CIF 1/4/ it' ill IA SHEAR LUGS ON BOTTOM OF SRW UNIT CORNERSTONE 100 UNITS e , SHALL ENGAGE GEOSYNTHETIC REINF. PULL REINF. TAUT BEFORE PLACINGhop �, BACKFILL C,- -7,-- c--( ,E 10/18/18 / DRAINAGE AGGREGATE ' PERF. DRAIN L ..i�4 . .J%��.54{ sig ��'�' ;y:i; . = LLi p : r,,xy•`' ;y%i°c?-- Nr - ii PIPE WRAPPED IN FABRIC i 1 CDZ J 0 } 0 . r :141b Lj] a W 0 OPEN JOINT AT / \- CUT BLOCK DOWN 4" ON SIDE 20 FT. CENTERS GEOGRID DRAIN DETAIL SCALE: NONE GEOSYNTHETIC INSTALLATION DETAIL 3" CAP UNIT SCALE: NONE (2) - 3" CAP UNITS 6" CORNERSTONE UNIT MNI I 1.0 FT.111111 , FENCE POST M ' OR HANDRAIL POST qEll_a I -I r%�%moi 1; TOP OF WALL STEPS SCALE: NONE CONCRETE BASE USE CONCRETE TUBE FORM POST (Sc FENCE DETAIL ,,,,,��'�o RE �'' BOOTH FALLS UNITS 6 & 7 TYPICAL HANDRAIL AND/OR RAIL POST • '"� �i'J'�. BOOTH FALLS MOUNTAIN HOMES SCALE: NONE — Scott Miller = UO <�j "=� E. VAIL, COLORADO Consulting .. ' 97 Xi E. „. w s-,..12,-- 0� `„!i�,,,,``��`• A/ALL DFTA /LS P.O. Box 94529 North Little Rock,AR 72190 — E n • ' neer , ,,I,,,+","',�� `, `. C� , ''' .SANAL °, ,'' Tel: 501.374.3546 Fax 501.374.3547 E-mail: segwalls@gmail.com "��r�����4 DRAWN BY: CMM I DATE: 10/01/18 SHEET: 7 OF 12 *siti OF go ME t(i I 133 Iii CUT GRID AROUND VERTICAL 01 DO NOT OVERLAP STRUCTURES BEHIND WALL Arlin tk 1= GRID LAYERS 10/18/18 HOLLOW CORE MIWAll X111%Ti .... ri. ■■■■I:: E— II 0z z ct ■■ 0 • ■■■■ ■■ Z SECURELUG CONNECTION . ., .' • . .■■■■�■■•: : E Sc INTERLOCK _ .. .... ..■■■■l•1ll■.: • E NOTE: 1. FOLLOW GEOGRID MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS 2. GEOGRID LENGTH AND ELEVATION PLACEMENT SHALL BE AS SHOWN ON THE WALL PROFILES 3. MAX. 36.0 INCH STRUCTURE SIZE AT LEAST 3.0 FT. ri�11 V START GRID APPROX. 1 1/2" BEHIND BACK OF BLOCK �ss ��- FROM FRONT OF UNITS ___ ftE %11.% APIIIIIII GEOGRID AT STRUCTURES BEHIND WALL L, 1 SCALE: NONE \-%11,........minumiiiii........_ 1 I 13 - 1 igi 11° m.: Z CONNECTION DETAIL I ~::: _ oo GUARD RAIL NOTES: :l' 1. POST SHOULD BE DRIVEN NOT AUGERED 2. INSTALL H-PILE OR WOOD POST SCALE: NONE 3. DRIVING OF POST MAY PIERCE GUARD RAIL DETAIL TYPICAL GUARD RAIL SCALE: NONE .,,,,,,",",,,,,, BOOTH FALLS UNITS 6 & 7 ((gy''�p R {^y ' o°=o,� / �., BOOTH FALLS MOUNTAIN HOMES _ Scott Miller 1 r,_ o_ -� .:7 7J - VAIL COLORADO Consultin • , ; '� , �P.O. Box 94529 North Little Rock AR 72190 E n • in ee r /.:., e, V/ALL Df- TAILS Tel: 501.374.3546 Fax: 501.3743547 E-mail: segwalls©gmail,com DRAWN BY: CMM I DATE: 10/01/18 I5E 8 OF 12 F go.4 4,•liald m. wri 43.4 illii FENCE C 3 POST 1011 PERFORATED LID ��� SET POSITION OF / SLEEVE IMMEDIATELY 7"/":„. / 10/18/18 BEHIND TOPMOST TOWER COMPAC UNIT. il CAP UNIT , SLEEVE-ITTM 1224R FEET {12"0 X 24") DEEP CUT THE GEOGRID AROUND THE - vice� FILL SLEEVE WITH SLEEVE-ITT"' SYSTEM y;, �4:4' POCKET AS NECESSARY -\C‘. UNIT BACK 1 j . � CONCRETE, SET .... ;' FENCE POST. SRW UNIT 0 I o BASE t� COMPACT TO 95A MDD %0:.%Ii'%:. REINFORCED i PER ASTM D698. %��" C-.' i BACKFILL ZONE %z % '.1.i.iqq. 1 GEOGRID DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITTM N.T.S. ASSEMBLY & INSTALLATION 1.General-The Sleeve-IP"'post foundation system shall be purchased and installed by the retaining wall contractor to Important Note:Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the facilitate future fence post installation.Contractor shall verify proper spacing requirements prior to installation. Sleeve-Itm system must be compacted to a minimum of 95%of the material's maximum dry density as determined by ASTM 2.Assembly&Installation-Refer to instructions provided with units for specific information related to the assembly of the D-698(Standard Proctor).Backfill and compaction within three feet of the wall face should be performed with hand operated Sleeve-ItT9 system and the correct installation procedure.When the segmental retaining wall has been constructed to two equipment as recommended by the National Concrete Masonry Association(NCMA)SRW guidelines. feet from top not including the capstone: Repeat Above Steps for next Sleeve-It'"'unit. Step 1:Prepare a level area approximately 24"wide x 36"deep behind the wall face.The prepared area should be 24" Fence posts shall extend a minimum distance of 18"into the sleeve to ensure proper engagement with the Sleeve-Itm below the proposed top of wall(not including the cap stone). system.All posts must be on the"inboard"side of the vertical portion of the cantilever base.Fill cavity completely with Step 2: Place the Sleeve-It unit on the level surface in an upright position with the front edge of the unit flush against the concrete.When concrete cures,topsoil or other surficial cover may be placed over the Sleeve-Itm system to create final, back of the wall.Multiple units should be spaced in accordance with fence specifications. finished appearance. Step 3: Encapsulate and stabilize the Sleeve-It unit by placing and compacting sufficient backfill material layers as required.if geogrid is required,slit the geogrid perpendicular to the wall face just enough to fit around the base of the unit The Sleeve-ItTM product shall be evenly spaced. Use of the Sleeve-rim system is limited to the following fencing applications while ensuring that the geogrid remains properly attached to the wall.Continue the backfilling process until the material without consideration of wind load: reaches the top of the tower.Do not remove perforated liduntil ready to place post.Do not step on perforated lid,as this 8-foot high and under chain link fences could cause serious bodil rn u - 6-foot high and under wood fence with gaps between boards y f - 6-foot hight and under ballustraded PVC,steel,aluminum or wrought iron fences. Step 4: Punch the perforated lid using a mallet or hammer to expose the inside of the Sleeve-It unit.Detached lids can be For other fencing systems specifically not meeting these criteria,contact Strata Systems Inc.,to determine left inside the unit or discarded prior to pouring the infill material, suitability.1 (800)680-7750 or email strata@geogrid.com Step 5:Place post through the exposed area and rest on the flat ground surface area inside the Sleeve-It cavity.Ensure ALL material may be subject to site testing for compliance to the above specifications. that the post is upright and level and hold in place while carefully pouring infill material such as concrete through the exposed cavity.Follow guidelines as specified by infill supplier.Concrete is highly recommended as infill material. SLEEVE— IT FENCE POST ALTERNATE DETAIL ,�,'..``�a"�,,,„,, ,,• BOOTH FALLS UNITS 6 & 7 SCALE: NONE ''", " • S �� BOOTH FALLS MOUNTAIN HOMES Scott Millerl`c)?0"k� liC---' =. r►,s7 VAIL COLORADO IMI Consultin ,' = 0 1 � oA, , �1 ,,, �, NA L L DETAIL S P.O. Box 94529 North Little Rock,AR 72190 En n e r >:�,S�QiNAL„.....c,�� '`�`, Tel: 501.374.3546 Fax 501.374.3547 E-mail: segwalls@gmail.com ' I ",,{,,,,,"',t DRAWN BY: CMM I DATE: 10/01/18 IsH : 9 OF 12 eft rn irl• X01 "11 10/18/18 ..R Or SNL./4..W.. FIRST aaram LAYERBACKALL IMPACTED BrAOiI LOHERLFL OOP/Cim N C Lrrs FM-CEO=LAYER BASE YO EMEE CORER LAYEEFS6 SHWA KR IMLAPIIILNR LENIERm H/4 ,��, MOM B41011 MATERIAL ^ T T2 r# come=N e'LOS 1 7y, r� \ , ,..gel 111/40:3'-'00 (' IT l CT �15 �. °ti. S- .% ._ _ --.-.-:..-..-1.------.7,:-....-_.;;:..------ _ Nil 4 - :�r. - :iso'. :F� \ FROCSWIE ROCK FACE �F�101E ROCK RCE '::".1..-- . _ N dt V - ate+ - -" - - - •� `'i FROQISNE ROCK ROE `��•�!• Ykt sE u,ER�FFz�F r •..•,. f,,; :•,-.-,=''•`= COMMIE MEM APYLED to ALL CORNER Utils \ •_ -__ -_ _ :..7'.• r "r r��/\!� • •'`'i?:`'' .....41.•�� •i 110 HOME(CHEM ROM MO RPM ' -'SI �; `FROtl•TOEE EOdf FILE t� , '�R`'w smarm WO4E�UM COIPiY,'iED N 8'1F75 "VI). �i \r► :b \ii °� goad II ��� Of MPH=.r Lim t* iiV i' AERlOf4R SCHELL WOW `� ;,;, MONO uYLR =� � . iROE7ClE wick FArc git �� - fir..:;::..: _= L :;::: :::.:-.':::::::::1-7-:::::: :••-i:.,, � �- / F7UlbIQE FSS FADE 19. _titi •. .;:, � �•�, r . - -fl FRG6IRE HOCK FII .,, .;-; ... _:�--_ ,;,, • ••.. ...,: J�` Sfs -- `•-ter_ grr .. �.�a . 1 ris ;--7;.:. S 1 ' ;:mow_ -`�� / f"•r( . C `{§�a k�, ,`%el::::: :,." ate-Y ' �� al'f�• /...4.4..2::.4 '012V1/•^A P " ti +i.. f'�� :i :'�E!31-.�' r ROCK FACE v(.t� \ � `' `FROC81gE ROM FILE 1 \ SIDE 90 DEG . TU \ OUTSIDE 90 DEG. TURN SCALE: NONE SCALE: NONE „EE,EEEIEIrr ii. BOOTH FALLS UNITS 6 & 7`°° REG,,,,',,, � ,r ? o 7 >< ' BOOTH FALLS MOUNTAIN HOMES Scott Miller m:� Consultin 7. ��' '97 �� - VAIL, COLORADO Emo NALL DI- TAILS P.O. Box 94529 North Little Rock,AR 72190 i , .� tp t .,, ; = En ■ _ neer r-.r, .s;...ELLEL.�.���.,,,.� ANAL Tel: 501.374E3546 Fax: 501.374.3547 E-mail: segwalls@gmail.com "rrEE�EII�' DRAWN BY:• CMM DATE: 10/01/18 SHEET: 10 OF 12 ti °F I/4 rt ril 3 b din 15 31Q0J 10/18/18 4/-3' Ammo BACKFil.WIERYRS GLUE CRUSH fR174DE. �.G3)O� OfLWrLE CRAB. *WED BYPffAl WW1 CERA CRUSH DRAM GRAVEL i 777:-: CpiMC1EA M PfIHFU8'1F15 ®om Z- RAN LAYER - _ --- _ INRdDbNIG TE i EOFfEELT MAO MORMON `~tF., FR0G3101E RIXX FADE _ _ _ a pm FlFn mum= C�iAYE _ _ _ '� I. 9YOOIH CQICRB 0.N1E • _ - - _ -1-: ::•\----:.h.::::::: 111 _ _ _ ' [.: I � _ RC EFif ME P CREATE swum COtl[JAE CURVE 1::.:•: :., r- _ `� - EROfS'R]IE Rack Fite ::.,. ,•. . ROQ(FALE �� iR061RE IiDG(FAIL '.•��' ���'' /� 1 '� AR MIMEO BOOM WlERYL l v N 0'IFIS 1'� a}� _ RIMIER REES .N CLEAR CRUSH WHALE G4Y4 CLEAR CRUSH MERE PLACED AZ COME i ..\'14Z.:4..;T q Fria, pWNfE CAMEL unE�snRrm IMAM ERE ii ter,€ L� .:" s�annr EOM LAVER ��"�E.'� sr i. ;5,�;� Lrr�RAAIs - WALLER MATS 4141%140‘7":;:: ::;!..1Z-47.7;!..t::___t!i.S.4.. x N.;-:-.-..-:::::-.:--------.-:-:.--..?:--.---.-:-:.-.-::::-..:-:.-- -.-..-.-:---.--4-.:--.-----------.----_-----:--;--.------2- t,11 I"..:1011ii Ill FSIT„I 4 1--21.ligNikiii01 3 14 5 I FAII l - � r��lanaaf l��9il � ROCK FAQ �- 1 �� -� " 1477'Z ' � ItNtt���_- '.� �FRGSIGE -%' FRo�,ofE ROGI WE '' '746tilk--47W.'. ., .--,,,,_.,4014M1,114-i'A V-4I te. Ffa6IGE ROC(FACE INSIDE RADIUS OUTSIDE RADIUS SCALE: NONE SCALE: NONE /I 5`1t,E,lEIE,,,A,, BOOTH FALLS UNITS 6 & 7 -.W... ' :..i i .� � BOOTH FALLS MOUNTAIN HOMES Scott Miller O,_ o7. -� '97 �= VAIL, COLORADO Consultun =� ; / , :,�.� . , ���� .,..;��.: WALL DI- TAILS R.O. Box 94529 North Little Rock,AR 72190 = E n • i n e e r '' TS/..A.A„E„F����;, ANAL ` Tel: 501.374.3546 Fax: 501,374.3547 E-mail: segwalls@gmail.com .■■■ DRAWN BY: CMM I DATE: 10/01/18 (SHEET 11 OF 12 o of p4 ithe. 15 NOTES: _ 1. BLOCK BACKFILL ZONE- COMPACTED SILTY SAND WITH GRAVEL WITH A USC CLASSIFICATION=SM,SW OR SP AND WITH AN EFFECTIVE FRICTION ANGLE= 32 DEGREES,MOIST UNIT WEIGHT=125 PCF,COHESION=0 PSF. 03 2. LEVELING PAD-MINIMUM 2"THICK COMPACTED COOT CLASS 8 AGG.BASE CRUSHED STONE. Area 3. FOUNDATION ZONE-UNDISTURBED SILTY SAND WITH GRAVEL WITH A USC CLASSIFICATION=SM,SW OR SP AND WITH AN EFFECTIVE FRICTION ANGLE=32 10/18/18 DEGREES,MOIST UNIT WEIGHT-125 PCP,COHESION=100 PSF 4. RETAINED ZONE-UNDISTURBED OR COMPACTED SILTY SAND WITH GRAVEL WITH A USC CLASSIFICATION=SM,SW OR SP AND WITH AN EFFECTIVE FRICTION ANGLE=32 DEGREES,MOIST UNIT WEIGHT=125 PCF,COHESION=0 PSF, 5. MINIMUM WALL EMBEDMENT-1.0 FT.(2 BLOCK). GUARD RAIL DETAIL 6. SOIL TESTING REPRTS FOR THE CONSTRUCTION IN 2001 WERE SUPPLIED FOR THE PROJECT AND THE SOIL PROPERTIES USED WERE CORRELATED FROM TYPICAL GUARD RAIL THE INFORAMTION IN THE TEST REPORTS.THE FIELD SOIL PROPERTIES MUST BE VERIFIED BY THE TESTING AGENCY OF RECORD AND THE WALL DESIGNER SCALE: NONE NOTIFIED OF SOILS DIFFERENT THAN THOSE NOTED HEREIN. FILTER FABRIC 7. WALL BATTER WILL BE 0.75-INCH PER BLOCK COURSE. 8. THE WALL DRAWINGS ARE BASED ON THE WALL DIMENSIONS SUPPLIED BY THE CLIENT. THE WALL HEIGHTS AND SLOPES IN THE VICINITY OF THE WALL DRAINAGE AGGREGATE -I I I MUST BE VERIFIED BY THE WALL INSTALLER BEFORE BEGINNING WALL CONSTRUCTION, THE WALL DESIGNER MUST REVIEW ANY CHANGES TO THE WALL I 11 DIMENSIONS OR SLOPES AROUND THE WALLS. 9. THE WALL DESIGNER ASSUMES NO LIABILITY FOR INFORMATION PROVIDED BY OTHERS OR NOT VERIFIED. • 10. ALL FILL MUST BE PLACED IN MAXIMUM 8.0 INCH THICK LIFTS AND COMPACTED TO A MINIMUM OF 95%STANDARD COMPACTION(ASTM D698). THE CXISTING STRUCTURE COMPACTION OF EACH LIFT MUST BE VERIFIED BY THE TESTING AGENCY OF RECORD WITH AT LEAST ONE TEST PER 2500 SQ.FT,OF FILL PLACED PER LIFT, r PER DAY. • e a 11. MAXIMUM WALL BEARING PRESSURE=1344 PSF. . . a; d e ae ' ; e ae. 12• THE LONG-TERM STATIC GROUNDWATER LEVEL IS ASSUMED TO BE BELOW THE BOTTOM OF THE WALL(GREATER THAN 6.0 FEET), 13. ALL QUANTITIES DO NOT INCLUDE ANY WASTE OR OVERLAP REQUIRED AND ARE BASED ON IN-PLACE COMPACTED VOLUMES, THE INSTALLER MUST VERIFY ALL QUANTITIES. SEE NOTE NOTE: • AT ABUTMENT, ALTERNATE FULL UNIT WITH HALF 14. WALL HEIGHTS SHOWN MUST NOT BE EXCEEDED WITHOUT THE CONSULTATION AND APPROVAL OF THE WALL DESIGNER. UNIT EVERY OTHER COURSE • START AT FIXED POINTS AND WORK INTO MIDDLE 15. ALL FACIA BLOCK MUST BE CORNERSTONE FROGSTONE UNITS. PART OF WALL 16. ALL REINFORCING GEOGRID MUST BE SYNTEEN SRW SERIES 3 GEOGRID AS SHOWN ON THE WALL DRAWINGS. WALL AB UTM ENT D ETAI L •STRUDCO URES ATTACH VENTURE UNITS TO OTHER R100 UNIT 17.ALL UTILITIES BEHIND,IN FRONT AND UNDER THE WALL SHOULD BE INSTALLED BEFORE COMMENCING WALL CONSTRUCTION TO LIMIT DISTURBANCE AND SCALE: NONE DAMAGE TO THE GRID AND UNDERMINING OF THE WALL. THE COMPACTION OF ALL UTILITY BACKFILL UNDER THE BLOCK AND GRID ZONES MUST BE VERIFIED TO BE AT LEAST 95%STANDARD COMPACTION(ASTM D698). 18.MAXIMUM SLOPE BEHIND AND IN FRONT OF THE WALL ARE SHOWN ON THE WALL PROFILE AND SHALL NOT BE EXCEEDED WITHOUT THE CONSULTATION AND APPROVAL OF THE WALL DESIGNER. 19.CARE MUST BE TAKEN WHEN INSTALLING ANY UTILITIES,STRUCTURES OR LANDSCAPING BEHIND THE WALL SO AS NOT TO DAMAGE THE GEOGRID OR WALL FACE. ANY DAMAGED GEOGRID OR WALL FACE DISTORTION MUST BE REPLACED. 20.ALL ROOF DRAINS AND SURFACE WATER MUST BE ROUTED AROUND OR PIPED THROUGH THE WALL FACE. NO SURFACE WATER SHALL BE ALLOWED TO FLOW OVER THE WALL FACE DURING OR AFTER WALL CONSTRUCTION. 21, ANY SPRINGS,SEEPS OR OTHER WATER SOURCES NOTED IN THE WALL EXCAVATION MUST BE IMMEDIATELY REPORTED TO THE WALL DESIGNER FOR REMEDIAL ACTION. 22.MAX. 100 PSF LIVE LOAD FOR LIGHT DUTY VEHICLE PARKING AT LEAST 2.0 FEET BEHIND THE WALL. 10"`O,, ''+I r, i BOOTH FALLS UNITS 6 & 7 23. ALL FILTER FABRIC MUST BE SRW NW4.5 FABRIC NON-WOVEN FABRIC OR APPROVED EQUIVALENT. ,' O,y',F,I+1„''/(/s ':� 24.FACTORS OF SAFETY USED IN THE WALL DESIGN:SLIDING=1.5,OVERTURNING=1.5,BEARING CAPACITY=2.0, ��` j ( BOOTH FALLS MOUNTAIN HOMES - Scott Miller 0 r GLOBAL STABILITY=1.3 O / ��: =� � t7 �= - VAIL, COLORADO Consultin ' �' :-� % ,�� . A/A t L NOT- S P.O. 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