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HomeMy WebLinkAboutSDP200500001 Plan - Other (not approved) 2005-01-10n ATIONS 0 A RETAINING WALL P 1 NOT TO SCALE / .._`.-�._.-.� \� / l � I � \ \ \ •I - "-"'_ 1, _ .i � / � / �- / / / /'' / .i '- __ _.. - . _. — \ \ ` \ �` �.. \ \\ 1 \ 11 m rte` 7 D i / \ vvv 777�- ..._ _...... ------------ T.._ — / / Tsi 1� p cex 6' \ BO S \ \ \ \ ' 'Loading Space Rb „ -'� • r 7 Ret inin all 3 f / C ncrete/ n g 3 fie fining Wall �r/ i W/14andra'I'/ //�Dum ter Pa (Ty 7.5'// I 4 7 7i f� )) \ e\ w/HanrJraif- 1661 IMax Heigh =ZLDtNG ' / ,'` 315 ce"s 18' \ f T .. ---- - /M6x Height — a •--.._.,' ! ETA EQ J // /' / hfET�IL BUILDING �2 �/' _ S 0 /� / o / 11 p es t1 9 X- i— \ \ \ \ , w i I STORY, r / / r i\ 2 \ ts' \\ \\ /p1�.�TORY _.... _ I r�� _ �o `�< :x�~� o ��� Il8,00 5.�. I ( / r / / - \ \ \ 18,00�'`�',.�'. FFE _ 1554100 1 l % R3.5�._^- ' \ R3.5' _ _ \\\ FE = 559, Ob\ //FFE=r55y.00 r pri?Wed,l Type 2 i i 4I \ \� \\ Sprftbkled, Type 2C S904" Lot o \\ \ \ \ ""6" Lot _ InP49.0 `` \ \ \ ` 1 I St 'p 14 Spu es 9 \ 6' \ \\ \ 266.7 , r ins=5513 „ wm wm 19 .5 \ \ \ aQ o Si c 3 RECEIVE® JAN 10 2005 COMMUNITY DEVELOPMcNT ^ r m co CO m m cc m m m � W W Q z W � � C 3 O Y � O L W w c 3 a UD W > O o U Q O o °) 1I co co + O co �+ O p +U pf.` o���pLTH � P% TIMOTHY R. MILLER CERTIFICATE No. �, 30542 O� �. �� 11 FSS/ONAL \� ENG Revisions: NO. I DESCRIPTION I DATE ^ r m i � � N M E � Z U L� N M O Z U m O d om S. m m v C 3 O Y � L c 3 a CD O W U O ^' U Q O 0 cn o cy, O p +U O W O Z U W U Z W W W � � di W � W � � U _ U cf) O � Q F O a Sheet No: of _. LO Revise -grading �4c` Wall�,Plan _ __ -- - - - - --- - --- - - - ._ _ - - - \ _ Jc9 \ \ \ \ ` \ \� SCALE 1 30' - ... _. ,. \ \ \. + , 'March 31, 2005 - `-...__- - -- ---......- \ \ Rev: A•prtil 20, 2005 _ - - - - - - - - - _..._ Scale: ___ ----- _ _ _ - -- -.._ -- -- --- --- w e _ 590 Note: �\ The proposed grades tie into the grads shown _-------- -- - \ .plong the property line andoc.Qess easmemk�on \� - -'---- ---- _ _ __ -- -- ---.._--- - - _--..__.._._..__.._.__... _. _ — °>T w CQ the -•approved mass grading plon'f� GLF Land'-, \ — -- _ — _._ _.__ --- -- _ ___ _--- --- - ----...___.__-.___..._._- ___..__.__ _ ___.__... Trust dated\611/03, lost revised 8%28/Q3. - - - ._..___.._ z - -_. _ \ ____ 5r-ai,nage from Off -Site -Areas to be Addressed \\ - - --.._._._ -' IL -- - --- -- --- --- - - - ._. _ - by OtRers.,,wRefer to the Arr3endment to the _------- _ -__- .-._ --' - _ _.._. _....._ --- _ _____ Mass Grading �lefor GLF Land Tr`Ist for -- -.. -_-- -"- _ _._ --- -" - _..._ _ - - Davina 'e Easemen 80 � „ __ Provided _for.-0#--9it�i-" - \ o be Made-... Cn e M - ---- _ .._ _.._..._30_.A ass_ - - ..� - -- - - - _ _ -- - - for_er t WaW - Details Easment, Typ. _ - ..._... — — .._..._ _...- — - - - - - - T - - - -- - by -Trust- -Land - _ - l T H .. ra - F t - - - �- - Sheet S3 -_ \__.._ "--__._------__------_._._ � Ref eta --'--- __ -- --- -- -- ` _ Q - - - - - °— - -- -- - _ - - - for Refer 3 on Details - - - - - SSS - - - - - �� %�� v 'pc S3 s _ - __ VV 1 _ -" _ _• •_ _ _ TIM0 R. MILLER --- Refer to Details- - - No --- _.._ .__.- --------- / --- _ - CE -' - 30' Access - for Wnlr-6 an - - _.._ _ - - _ - 5 _ _ _ _ _ 7, etas •o 42 Easment, Typ. Sheet S4 - .._ ._ ._ _ _ - - - - - _ _...._ _ .- _ _.. DoT a. -- - T - _ -- - _ _ _ _ 0 P T T _... iX N JJ o n'W11 -- ---- ?ow I RET @ - % ° 060 RETAIL BUILDING D__..__...-----..._.._..._ ._-IRevisions: ---- _ -- - T - ©-- B o N0. DESCRIPTION DATE ��Ilards TYP ._.._ _. - _.. R50 . - _. _ _ _ .._ _; - . w- �T ORS' oo �i� _ _ - _...._ _ .._ _. _.. _ _ - - - 8,0 _ _ - - - F, nt Comments 04. 1.05 S60 ° - - _- - 1 0 SF c� _.._.....___-'FE = Cnt Comments 04.20.05 � - - — — — — x �. - FFE = 0559 _QO__ - - _.. __ .._ -- -- -- _ _ _.. _..._ _ . - 557.00 - - stop / - • 58' ONE-WAY - - - _ a - _ _ - - _ _ - -- ti - -ed, e 2C I Spr _.... _._ -- lend pr 12� xg-25 i' S ace 0 - S 'nkl Type 4 Loading Spaces w - _. i __--_.._ N x� >, f. — -- _ _ Q- 6 RD - N Cc>nerete - - oxtc e -I _- -` Compactor Pad d4m: 96 _ __._ -- b 80 SP i)ud v • ° Do Not Enter Dumpster 'ad (TYP) - - -- -- it -1 j . _ - _ M _ (TYP) 6" RD t - stop 130 - ) a _ — — — s @ x�D )w .•Seafi -- 4. ' ----I-.._.. _ __ _•� _ �,�, - Delivery Ramp-+N�i�ailiru� - I � �,.R�— _ ___ . - � �• -. _....... _ _ \ I �. Sign _ GG" � S Slope 1:12, 5 Landing -~" i '� _ _ _ _ L12�tF.8 Pzsaaatei _ _ _ _ _ -____ _- M s at Top. ~\~. I speed omit 30 ACCE EASEMENT d z 1 -, BLDG C2 R E o `~ I 1 -STORY I cc=12 n C Pq Y77-- o \ 5 866 SF i W ANCHOR B \ ' 5 Fide Access I a_ i - •." _ Type 2C i l 0 1 -STORY Corridor I street 24' Sprinkled Sign i 60 607 SF TOT c- �I 12' 11' 6' c� W I pec s 9 . I ��o o FFE = 555.3 : i FFE=561.0 00, e mill12 .MIKA MAIN� mono (rI• �- e II� I I�I I I J� I Sprinkled ^moi �I I I 161 77I ��6 2 74' �' 234 / / o _ 00 30 0 30- 60 90 s SCALE•1 _ CD_..._ 59 0__... �_ r Ln _ _ --Re stalls _ _ - -- -- -- � o � O "� _- - _ - - - - on- - / �! _.-Droinage basemen - -.. _...._ - - _ _ _ . _ - - - S \ - - U 1 _._ ._ _ scree �s3 s� ss -- -- _ _ -- _ _ - Provided for-A#-•Sitt6 - _ _ _ - - Connection to be Made - 1 i- -# __ - - - •O c -- � _ - - - - -- -- -- - _ - - _ _ _ -Land -_ - - - - - - - -- - -- _ _ _ Refer to Details i ��. _Y b GLF Easment. Typ _... — — _ T - - _ - i - - - - -- F- - -_ - - _.1- for- Wa � ' � CG 2 --..__ Sheet S3 _ - �_.._ Refer to Details_ ___-._..__--- ��-----._- _ - - --'- _ 4 Sj -----for....Wall 3 on _ _.-- _ _ � -- -- --- - •---- _ --- _ _- - _ �.. 102 _ ..�-. -.. -... --- - ._Sheet._ ^sem : T � W O 12x Loading Space N _.... _.. a �. • ---- -- - Retainin• Wa I Concrete R3.5' _-R3 7 5 9 W 9. F4 4y�... Dum ster P TYP 7.5 24' - CD -_ Retaining--Wntt P - - - -- -, o �p� R}0 -- f7�'5• -- - --'-------...-- - --- _- x18' w �` E- �- .. 5p ces _ - - -1� ' ti; - RETAIL BUILDING E s, `� Q W w r °w 560 .. ----RETAIL BUILDING D __._..___.__ _._.._..� _..._..-.-_._. _.------ -- - - t, 1 -STORY _ 5.,..-_.-- -... - - - I o0 18, 000 � - - - - - - -- _. �_ - - - .- - - ... _ _ - - - _ - - - FFE = 555.00 3.5' $B o \ 18 000 S.F. � _ � o es x 1_._ _. _ -- F: 12' x 25 FFE _..559.00_ -.- -- -. _._ _.. FFE _557.00 _ Sprinkled, Type 2C _. - - - ....— _.._ _ 1aAding_spgce_ _ _.. _.-` _...... _ /- -- Sprinkled, Type 2C ' I ., . � O '--' 124 --- _ " --- L c 5, _..- ---- -- oStop—.- 1995 -Cosecs y�, _ - -- F 266.7'pa es"' 9 . _ . .: , : •: - _ r Dum ster Pad TYP _ ign _ , , •• Speed Limit \ .. .._ I sign - BLDG C2 R •Speed Limit 30 ACCE EASEMENT 0- I -STORY 1 -STORY ----- — _— — — - - _ --___ 5,866 SF ,. .�,.. .. .,. • -- Sheet No: Wide Access • __- - Corridor Type 2Cstreet I Sprinkled Sign G_T - o I pads 9 c 1. FFE=561.0 Q / mono i II� I I�I I I J� I Sprinkled ^moi �I I I 161 77I ��6 2 74' �' 234 / / o _ 00 30 0 30- 60 90 s SCALE•1 _ CD_..._ 59 0__... �_ r Ln _ _ --Re stalls _ _ - -- -- -- � o � O "� _- - _ - - - - on- - / �! _.-Droinage basemen - -.. _...._ - - _ _ _ . _ - - - S \ - - U 1 _._ ._ _ scree �s3 s� ss -- -- _ _ -- _ _ - Provided for-A#-•Sitt6 - _ _ _ - - Connection to be Made - 1 i- -# __ - - - •O c -- � _ - - - - -- -- -- - _ - - _ _ _ -Land -_ - - - - - - - -- - -- _ _ _ Refer to Details i ��. _Y b GLF Easment. Typ _... — — _ T - - _ - i - - - - -- F- - -_ - - _.1- for- Wa � ' � CG 2 --..__ Sheet S3 _ - �_.._ Refer to Details_ ___-._..__--- ��-----._- _ - - --'- _ 4 Sj -----for....Wall 3 on _ _.-- _ _ � -- -- --- - •---- _ --- _ _- - _ �.. 102 _ ..�-. -.. -... --- - ._Sheet._ ^sem : T � W O 12x Loading Space N _.... _.. a �. • ---- -- - Retainin• Wa I Concrete R3.5' _-R3 7 5 9 W 9. F4 4y�... Dum ster P TYP 7.5 24' - CD -_ Retaining--Wntt P - - - -- -, o �p� R}0 -- f7�'5• -- - --'-------...-- - --- _- x18' w �` E- �- .. 5p ces _ - - -1� ' ti; - RETAIL BUILDING E s, `� Q W w r °w 560 .. ----RETAIL BUILDING D __._..___.__ _._.._..� _..._..-.-_._. _.------ -- - - t, 1 -STORY _ 5.,..-_.-- -... - - - I o0 18, 000 � - - - - - - -- _. �_ - - - .- - - ... _ _ - - - _ - - - FFE = 555.00 3.5' $B o \ 18 000 S.F. � _ � o es x 1_._ _. _ -- F: 12' x 25 FFE _..559.00_ -.- -- -. _._ _.. FFE _557.00 _ Sprinkled, Type 2C _. - - - ....— _.._ _ 1aAding_spgce_ _ _.. _.-` _...... _ /- -- Sprinkled, Type 2C ' I ., . � O '--' 124 --- _ " --- L c 5, _..- ---- -- oStop—.- 1995 -Cosecs y�, _ - -- F 266.7'pa es"' 9 . _ . .: , : •: - _ r Dum ster Pad TYP _ ign _ , , •• Speed Limit \ .. .._ I sign - BLDG C2 R •Speed Limit 30 ACCE EASEMENT 0- I -STORY 1 -STORY ----- — _— — — - - _ --___ 5,866 SF ,. .�,.. .. .,. • -- Sheet No: Wide Access • __- - Corridor Type 2Cstreet I Sprinkled Sign G_T - o I pads 9 c 1. FFE=561.0 Q / WA VAN ..�,•� '. 11111 in ����i mono WA VAN ..�,•� '. 11111 in ����i 585 _ _ _ 7` 7- 585 585 580 n m 580 5801 P 580 N 575 e.hr�g trade X71 - .I - 575 575 570 - 70 _A pJU _ 11 - "" 570 570 56511 _ _ -0. oa 65 — _ NNI— 1 1 m - - 3 =�iti H It �,i11� 565 565 560 ap II l ��r�� _II 560 rnrn _— on >> �--- v I Final Grade ftetaining 3 ai. uNiv�i — oc N<n-ccc 555 � `-- wall n - _ Existing Grade m II 11 N� = 550 560 - 560 s In 545 545 0 +t V�Un^m ccc is 555 j o �� ���p Pnd Grade / 555 No.� _'rev z „{ -18" 550 `` o;<« ®1.7 76.75' 550 oma.»> oa CPE 545 - -- — — — - —2tjs 24 HOPE a 2 4��— 545 — — — — -- 7 540 540 - ®O.Sq 90.57 m 535 voor Std. SL Safety o 535 this Stractare Drop inlet Protection to 530 530 be Provided in this Manhole. `" _ 3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 Storm Sewer; ST -12 to ST -12E S2 Port: V - 10; Hon. 1' - so' 590 590 7` 7- 585 585 n m 580 5801 N 575 e.hr�g trade X71 575 .I 570 70 _A 3 ry" oe 56511 -0. 65 — 3 s+��nm 560 ap II �11rr _.1 I -' ¢ N— II � 11 II OS _, VIN 560 rnrn _— on >> �--- v I Final Grade ftetaining �1 1`� 555 � `-- wall 555 550 ° HDPE-® 11% 5" HDPE®D r 49.36' 15'NDPE 0.6% 550 g^Lg - 15" 545 545 0 +t 0 1+00 — _ 2+00 n Storm Sewer; ST -16 to ST -16C S2 Palm: 1' - 10; Hon. 1' - 90' M m m fie m a z� L.. > N µy C. N K > C Hti C o m OF a� WTHY R. MILLER CD 121 X 25 C� CERTIFICATE No. c 30542 Q. -_ LoadincSpace ��SS70NAL ENei? Q09 - _ _ ° ° 55, —� _ _ _ _ Revlslons: '' — - N0. DESCRIPTION DATE K S°,-OU'tclop 1 Cnt C mment 04.01.( rr.._17 c F; M 2 nt Comment 04.20.( Sheet No a 5' k ,� 71, , .._ s ��5:[564 80 1-• 7 ����r,7 f'----F� � �"...... a-.�.._,.W,� .�. Le. 5.(562.83)1► - ----11'[562.83'] - ---------- �-` -.5'[560.861-- - - - - '-�,.... ....*„. 'ic.•_.'."`�--- --11'[560.86']{-}_ .... , , ..... .... ._ �... ..z.. ..,.�.... L __1_-___ --------------------------------------___ _ +-, 8 [558.89 ]r. _ ---------------------- 8'[ 558.89 ]-� - y-8'[556.92']_ -----------� _�.. _•---------------------------------- 8'[556.92'] ->-- _ ._-- _ ----- ----------=--=_--___..__._____�__,._______________�__._.______------�_�w____.�_____��___.__.�_.____________ .. ,...._._.._____ ....._.,z._..___------------------------------------------------------------------------------------------------------------------------- - r } ELEVATION VIEW 0 5 17— 20 SCALE: 1 " = 10' PLAN VIEW 0 20 40 80 SCALE: 1" = 40' NOTES: 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION /PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. ^.opyrlght 2005, Geomo Enterprises, Inc. NEW GRADING DATED 928101, NOT FOR CONSTRUCTION 3091/06 REVISED PER NEW PLAN, FOR CONSTRUCTION 2/17105 REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1/12/06 ADDED WALL 5 &0104 DESIGN SUBMITTAL 11/6/09 PRELIMINARY, NOT FOR CONSTRUCTION 5/12/03 Deb Draw: 5/20/03 t Shat: RW -3 of 10 Geomo EnterT ises. Inc. 12975 Hamptt Forest Ct. a1Orf�s` X03 2 11 Pro�sat Fairfax, VA 2Z :30 •-mall "pi�o.00m 3040 Died F XLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA te' ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 1, F JAIL 'E' (COMBINED PREVIOUS WALLS 1 8 2) r ------------ -11'L568.08 ]- _.._.. � --------� r , •--------------11' 566.77 ----------------------------------------------•' °... r `t_..{_ s --------------------- 8'[ 5 6 7.8 O'l ------------------------------------------------------------------ - -- --------�a•� —I- Z71 --..�--_-_--• ---------- -----88 '[556527 .83'1 m---..,,--., -_..-. m -a...-.,..- -...-tea..-,.. .. ..-. ----------------�-.�- -.-.I -------._-._-..--...-.._-.._-......---..-.-..-..---...-L,-„._-.--�-,..--....-�..-._-i�-----.-.. -.-.L.-,..-a_-_._-:,.-._.-.;-.-�-L-._-?-- -_:.-�.- -:M- ----------------------------8'[560.86-------------------------------------------------------------------------------- -l.-_.�-•d_-.::--mJ-_--i.-.::.-Sw�- ------------ ,L--..-J_--iI _-__.-,1.-.__-:��� ,i .. ELEVATION VIEW 0 5 10 20 SCALE: 1” = 10' PLAN VIEW 0 20 40 80 SCALE: 1" = 40' NOTES: NEW GRADING DATED 3028104, NOT FOR CONSTRUCTION 3031105 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. REVISED PER NEW PLAN, FOR CONSTRUCTION 2M 7/05 REVISED PER NEWPLAN. PREUMINARY,NOT FOR CONSTRUCTION U12/06 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO ADDED WALL 5 &7104 PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. DESIGN SUBMITTAL 1105103 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. PRELIMINARY. NOT FOR CONSTRUCTION 5H2/03 :opyright 2005, Geomo Enterprises, Inc. raven: -Ej 5/20/03 ►sheet: q,IcDr RW -5 of 10 Geomo Enterp ises, Inc. phone; (703 e•-7100 ProjeotNo.: 12975 Ham pptc +Forest Ct. ly,r; / 9 -8411 Fairfax, VA 24, 0 rma : ssI mo.00rn 30:0 Dom F XLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA is: ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 3, RETAIL 'D' 1 T ` -1 s -------8'[564.80']------------ ..__.. — -------------- _-._. 7-. -, -; -------------------i_,.. -,_. -7a. -, __s +---------------------------- 8'[562.83']-------------------------------------- - ------------------- � .,'.......__G 8'[560.86']------------------------ ---- --- ------------------------------------------------------------------------------- - -------------------------------- - --- - -- ------------------------------- ------------------------------------------------------------------ - - -- �1 - ------------------------------ --- ---------- - --- ---�_� - --- - -1-.A.i ELEVATION VIEW 0 5 10 20 SCALE: 1 " = 10' PLAN VIEW o 20 4o so NOTES: SCALE: 1" = 40' 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS, 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. ------------------------------- ---------- ----- r Tom- T- I ELEVATION VIEW 0 5 10 20 SCALE: 1 " = 10' PLAN VIEW o 20 40 so SCALE: 1" = 40' j "-5'[566772�," s::`. -- ---------- --------------------,,L i ------------------------------= F- _.:. --:�i -------------------------- ------------------------ NOTES: NEW GRADING DATED 3/28104,1407 FOR CONSTRUCTION 3091/05 2 VIREVISED PER NEW PLAN, FOR CONSTRUCTION 2H7I05 REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 2, PLAN MEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 1112/06 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO ADDED WALL 5 &7104 PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. DESIGN SUBMITTAL 1115109 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. PRELIMINARY, NOT FOR CONSTRUCTION 6112/03 .)Copyright 2005, Geomo Enterprises. Inc. 576, Date Draem: 5/20/03 Shat: RW -6 of 10 Geomo Enterprises, Inc. phone: 09 s-71op Proje -No.: 12975 Hampton Forest Ct. Sax a 8411 Fairfax, VA 22030 rural : mo_mm HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 3, RETAIL 'D' (CONTD) W rs, Revisions: NO. I DESCRIPTION I DATE �al M W w T T M CD -0 Q) C 3 � L23 I u L r7 -I IL-1 O u Sheet No S3 ,".'"':,:..,., .,._.�..a :.;„,a-_.,.>......,_,.',...,.». ^�^y�.m, _._._............::. ....... „.,...,,�..;,...f.„,ycy�.. ,#,..,,,.x ....r— �. ......� ._y.. �.. �-....,.,-....,«.nm......e..k,—._::....:...1.....,....,..L..... ...._._..,,L,,,....,...,,_..�_".'�—__—_—_—_-------_ _-------------------_----__ -------------------------- --- ---------------------------------------- ----------- -------------------8'[ 37.98']------------------------j-- _---- —------------------------------------------------------------------------------------------------------------------------------------------------------------8'[ 56.01']---------------------- ~ _. -Q- _.. 8'[ 54.04' M -- ---- __ -_------------------------------------ ----- 52-07'] --- -------------.- --_- -.- _ 8 __. 0 5 10 20 ELEVATION VIEW SCALE: 1" = 10' PLAN VIEW o 20 4o eo: NEW GRADING DATED 926104, NOT FOR CON87RUCTION 9/91/06 NOTES: SCALE: 1' = 40' REVISED PER NEW PLAN, FOR CONSTRUCTION 2M7106 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112705 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO ADDED WALL 5 0/1/04 PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. DESIGN SUBMITTAL 11/6103 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. PRELIMINARY, NOT FOR CONSTRUCTION 6012703 2005, Geomo Enterprises, Inc. ELEVATION VIEW 0 5 10 20 SCALE: 1 " = 10' PLAN VIEW ° 20 40 80 SCALE: 1" = 40' NEW GRADING DATED 312614, NOT FOR CONSTRUCTION 9/31106 NOTES: REVISED PER NEW PUN, FOR CONSTRUCTION 2/17106 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112106 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION /PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO ADDED WALL 617)04 PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. DESIGN SUBMITTAL 1116103 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. PRELIMINARY, NOT FOR CONSTRUCTION 6112103 Date m,: XD5/20/033 ShW: RW -9 of 10 Geomo Entery i ess, Inc. phone; 703 80-7100 PRWedNo.: 12975 Ham ppt „ Forest Ct. z s+11 3040 Fairfax, VA 2::30 -mill: o.00m IOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 6, ANCHOR 'B' Deb nrwn: 5/20/03 w4 Shat: RW -10 of 10 Geomo Entery •Ises, Inc. phone; 03 86-7100 ProjedNo.: 12975 Hent i Forest Ct. &32-6411 Fairfax, VA �; ISO s mail: pi mo.00m � clod: ?OLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA t1w' ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 6, ANCHOR 'B" (CONTD) ROC D RETAINING WALL SYSTE HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA Designer - Geomo Enterprises, Inc. (703) 266-7100 Installer - Segmental Wall Specialists, Inc. (703) 361-4040 Owner/GC - Regency Centers Civil Engineer - Rivanno Engineering & Surveying Geotechnical Engineer - Gooch Engineering and Testing, Inc. WHERE REQUIRED, RAILING/FENCE POSTS ARE TO BE INSTALLED MINIMUM 24" BELOW GRADE BY DRIVING OR IN SLEEVES PLACED IN COMPACTED BACKFILL. FENCE POST HOLES SHALL NOT BE AUGERED. RAILING DETAILS SHALL COMPLY WITH LOCAL BUILDING CODES. CAP BLOCK—`_ 12” WIDE #S7 ST(3t�E 8 -INCH ROCKWOOD CLASSIC UNITS FILLED WITH #57 STONE 4" PERFORATED HDPE PIPE. WEEPHOLES OR DISCHARGE PIPES NOT REQUIRED. FINISHED__ GRADE i IMPERMEABLE FILL SYNTEEN GEOGRID REINFORCEMENT AS SHOWN ON SHEETS RW -3 TO RW -10 a FILL f" RETAINED FILL \ FILL PLACED DIRECTLY BELOW DRAINAGE PIPE SHALL MEET THE RREQUIREMENTS FOR REINFORCED FILL AND IMPERMEABLE 6" GRAVEL FILL. DRAINAGE FILL (#57 STONE) SHALL LEVELING PAD NOT BE USED BELOW DRAIN PIPE. TYPICAL SECTION NOT TO SCALE NEW GRADING DATED 3120104, NOT FOR CONSTRUCTION 3/31105 REVISED PER NEW PLAN, FOR CONSTRUCTION 2M7/06 REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112106 ADDED WALL 6 617104 DESIGN SUBMITTAL 11003 PRELIMINARY, NOT FOR CONSTRUCTION 6112109 LEGEND= REINFORCEMENT LENGTH ELEVATION ----------- 8'[330.00'] ------------ e= SYNTEEN SF35 8'[330.00'] = SYNTEEN SF80 _ . _.. __. _ —. _ ____ — ...... = FINISHED GRADE STA:0+20 = WALL STATION EL: 70.49' =TOP/CAP ELEV. = 8" ROCKWOOD CLASSIC UNIT �= WALL PROFILE STA:O+30= WALL STA*riON EL:67.49'= TOP OF LEVELING PAD ELEVATION HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS COVER SHEET AND TYPICAL SECTION 580/03 RW -1 of 10 3040 J71 ..,.._,........ -r- 7 L �- ------------------------------ ----- __��_-_----_- -� .__.._ _ ....w..,._._.. r, ..._----- --------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 `~ r --_ ----- ---------------- ---- -------------------- ---------------------------- --------------------------- _ ----------_- «.. v.......,.+. -....r -..W...... ... ....... --- -- --- - - -- - ,. _ -------------------- '... C PLAN VIEW o 20 4o eo: NEW GRADING DATED 926104, NOT FOR CON87RUCTION 9/91/06 NOTES: SCALE: 1' = 40' REVISED PER NEW PLAN, FOR CONSTRUCTION 2M7106 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112705 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO ADDED WALL 5 0/1/04 PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. DESIGN SUBMITTAL 11/6103 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. PRELIMINARY, NOT FOR CONSTRUCTION 6012703 2005, Geomo Enterprises, Inc. ELEVATION VIEW 0 5 10 20 SCALE: 1 " = 10' PLAN VIEW ° 20 40 80 SCALE: 1" = 40' NEW GRADING DATED 312614, NOT FOR CONSTRUCTION 9/31106 NOTES: REVISED PER NEW PUN, FOR CONSTRUCTION 2/17106 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112106 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION /PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO ADDED WALL 617)04 PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. DESIGN SUBMITTAL 1116103 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. PRELIMINARY, NOT FOR CONSTRUCTION 6112103 Date m,: XD5/20/033 ShW: RW -9 of 10 Geomo Entery i ess, Inc. phone; 703 80-7100 PRWedNo.: 12975 Ham ppt „ Forest Ct. z s+11 3040 Fairfax, VA 2::30 -mill: o.00m IOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 6, ANCHOR 'B' Deb nrwn: 5/20/03 w4 Shat: RW -10 of 10 Geomo Entery •Ises, Inc. phone; 03 86-7100 ProjedNo.: 12975 Hent i Forest Ct. &32-6411 Fairfax, VA �; ISO s mail: pi mo.00m � clod: ?OLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA t1w' ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 6, ANCHOR 'B" (CONTD) ROC D RETAINING WALL SYSTE HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA Designer - Geomo Enterprises, Inc. (703) 266-7100 Installer - Segmental Wall Specialists, Inc. (703) 361-4040 Owner/GC - Regency Centers Civil Engineer - Rivanno Engineering & Surveying Geotechnical Engineer - Gooch Engineering and Testing, Inc. WHERE REQUIRED, RAILING/FENCE POSTS ARE TO BE INSTALLED MINIMUM 24" BELOW GRADE BY DRIVING OR IN SLEEVES PLACED IN COMPACTED BACKFILL. FENCE POST HOLES SHALL NOT BE AUGERED. RAILING DETAILS SHALL COMPLY WITH LOCAL BUILDING CODES. CAP BLOCK—`_ 12” WIDE #S7 ST(3t�E 8 -INCH ROCKWOOD CLASSIC UNITS FILLED WITH #57 STONE 4" PERFORATED HDPE PIPE. WEEPHOLES OR DISCHARGE PIPES NOT REQUIRED. FINISHED__ GRADE i IMPERMEABLE FILL SYNTEEN GEOGRID REINFORCEMENT AS SHOWN ON SHEETS RW -3 TO RW -10 a FILL f" RETAINED FILL \ FILL PLACED DIRECTLY BELOW DRAINAGE PIPE SHALL MEET THE RREQUIREMENTS FOR REINFORCED FILL AND IMPERMEABLE 6" GRAVEL FILL. DRAINAGE FILL (#57 STONE) SHALL LEVELING PAD NOT BE USED BELOW DRAIN PIPE. TYPICAL SECTION NOT TO SCALE NEW GRADING DATED 3120104, NOT FOR CONSTRUCTION 3/31105 REVISED PER NEW PLAN, FOR CONSTRUCTION 2M7/06 REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112106 ADDED WALL 6 617104 DESIGN SUBMITTAL 11003 PRELIMINARY, NOT FOR CONSTRUCTION 6112109 LEGEND= REINFORCEMENT LENGTH ELEVATION ----------- 8'[330.00'] ------------ e= SYNTEEN SF35 8'[330.00'] = SYNTEEN SF80 _ . _.. __. _ —. _ ____ — ...... = FINISHED GRADE STA:0+20 = WALL STATION EL: 70.49' =TOP/CAP ELEV. = 8" ROCKWOOD CLASSIC UNIT �= WALL PROFILE STA:O+30= WALL STA*riON EL:67.49'= TOP OF LEVELING PAD ELEVATION HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS COVER SHEET AND TYPICAL SECTION 580/03 RW -1 of 10 3040 h'64mea' _Wall- 11 - 30 o— 30600 60 9a- - I �- __ rn CO owncMter Zrading --&. Wall --,Plan SCALEJ_ C;d co F4 �4 0 ,Revise� 590 co E� By�Rivqnna Engineering &NS4rvey PLC (D Revision 0'- E� CO co M March 31, 2006--, - S -4,=30' 590 a - Note: _)ie The proposed grades into the" -grades shown�. No'. along the property line and access eldsment on 1A > CD ,ihe approved mass grading\� for GLF ZorLd CD Tru4§t<[gtecl 6/11/03, last revise"d--820/03. Drainage from Off, -Site Areas to be Addressed- .... .. C) try._Qthers. Refer to_li-�P, Amendment to the Plan for GLF L 'rSrado -nnd- Trust for 5 BO > Mass _g ­2V-Dralnoga Easement Details. Provided Jor -Off - .__..._.._-Connection to be Made- co -Trus by .-LGrvd it' lip Access to Details fqr -3 --on T. ....... . ......... Easment Al —Shoet S3 L T H Or, 'zl TMOTHY R. MILLLN lip H y R M1 LLER TMOT Ob _77 7110 GEHFICATE No. -Re.for to Data a P I UU I - .7 0542 am 0 _$heet S4 i�5 Provide Stub -Out wdl 30' Acceem' for W61117-6- arr- 9 7.5' Retair 30 42 L for Off -Site Connection ess ;po;p .. ..... NA �0 -166 ONAL 0 RETI - RETAIL BUILDING D 4 Revisions: low %-00 0* _t.="STORT Z) 13-olLgLds (TYP) T T N0. DESCRIP110N DATE — -1. - .... 18,000 S.F. 2 ­RD_ Cn - . .. .... �bw. M. 0. ft Q_�� I - - - - -- ­ FFE- 557.00 `777 1, � 12' x 25 i-91 Snri : V. FFE = 55 .0 O_ 58'ONE-WA 913i-i7�kled, Type 2C -. I 4 Loading Spaces C -A CA 4-12' -x 25L r".) •7' —6 RDC -on ef-e te-- c t Pad accrete 55 Sea . . . . . Compa or Do Not Enter r Pad (TYP)__ xa (TYP) 130, J 6" RD (typ)-/ Dumpste Lsp�us_z 4x 0 e. Delivery N�l M C) Slope @ 1:12, 5' Landing- - — - — - - (Private-) — N rl") - at Top. -1 BLDG C2 Speedig Limit 30' ACCE EASEMENT ' 1 -STORY 8 S ANCHOR B ww_ 1.5' Wide Access 5,866 SF Corridor Type 2C Street --- --- 1 -STORY Sprinkled Sign 60,607 SF TOT CD 2, FFE = 555.3FFE=561.0 F7 1P 43 Type 2B 0"? Sprinkled 0 '1— / \ 1. 16 2 6 74' -234 27'= 6000VO :1 30 590 aw E M 110 LO 590— C� 0 a Detai a -Refer _tF t sicil 580 0, CA for Wall 1- on-- - 04, Drainage ainage EiasernentSir 4 6 l24 -Site ProvidedJor -OW -Co-nnection to The Made - Re Gff end I -R - or To Details _21QLAccei 2 E— I V for -Wal.1- Z -on -6t' yp. �24 Eaarris b §heet S3 0 102' 7 . ..... ..... - Loading Space �24 U 0 . . . . ..... ..... ..... ..... ..... ..... R3 N5 Q1 7 Concrete 4 R�� gi �k �6A (typ -,51" Wide Access---/ Corridor CD C 11 - I �- __ ____ 11101 `0 Q. (D E� a - Sheet No'. 1A 58'ONE-WA 913i-i7�kled, Type 2C -. I 4 Loading Spaces C -A CA 4-12' -x 25L r".) •7' —6 RDC -on ef-e te-- c t Pad accrete 55 Sea . . . . . Compa or Do Not Enter r Pad (TYP)__ xa (TYP) 130, J 6" RD (typ)-/ Dumpste Lsp�us_z 4x 0 e. Delivery N�l M C) Slope @ 1:12, 5' Landing- - — - — - - (Private-) — N rl") - at Top. -1 BLDG C2 Speedig Limit 30' ACCE EASEMENT ' 1 -STORY 8 S ANCHOR B ww_ 1.5' Wide Access 5,866 SF Corridor Type 2C Street --- --- 1 -STORY Sprinkled Sign 60,607 SF TOT CD 2, FFE = 555.3FFE=561.0 F7 1P 43 Type 2B 0"? Sprinkled 0 '1— / \ 1. 16 2 6 74' -234 27'= 6000VO :1 30 590 aw E M 110 LO 590— C� 0 a Detai a -Refer _tF t sicil 580 0, CA for Wall 1- on-- - 04, Drainage ainage EiasernentSir 4 6 l24 -Site ProvidedJor -OW -Co-nnection to The Made - Re Gff end I -R - or To Details _21QLAccei 2 E— I V for -Wal.1- Z -on -6t' yp. �24 Eaarris b §heet S3 0 102' 7 . ..... ..... - Loading Space �24 U 0 . . . . ..... ..... ..... ..... ..... ..... R3 N5 Q1 7 Concrete 4 R�� gi �k �6A (typ -,51" Wide Access---/ Corridor CD C at 11 - I �- __ ____ 11101 `0 at 11 - I �- __ ____ 11101 at (D E� a - Sheet No'. at n Storm Sewer; ST -12 to ST - S2 j Vert: 1' = 10r; Hors. 1'= 30' 590 3 .... ..... ............... . .......... .... .... ... ..... 590 ... .. 585 .. _.._._....... .. ..... ........ .......... ..__ �,..... .......... .. ,.,,� ...... ........ .,,. W 585 ..: ... ..._. .... ... .... ....... ... - .. ::: .. ` o z 585 __. ...... ....... .... ... ...... ... .. ... ... 580 ..= O z V N IIT 'I, O r... o ........ 580 ... . �` ,. ........................................... ...... 575 575 --- m. ... ; :.:. m � 575 — _ ._ _ ... .... (n .._ ... __ W -_ -- �--- - o 570 D U 570 565 ' m - _ - .. � to 00 �� o 0 L Cf) _ M ... u 565IL N .. 5��.y t ... — -© 11 `n.... Q.dl...11 I ... ...... 560 3 0II TIIII II +�{, �-Otn II m c� VI II O ti ,.. ,.- __...._... ,,,__.._..-. (T C c c ...n,.n� - LN�_..I O c c Retalmng W011 a 0 555 555 _.._ ,.,._.... t _._..,.,. ro 560 550 N� 1 1 I 5" HDPE :@ 1,17 _ 15" HDPE 0 0. 36 85- 15 HDPE ®0 6% - 550 F+i N 555 ?�.pa.p�.yy� W _It9rtG 11 u 7 15° stubout::for. Future Connection 545 545 rr , 0+ to 1+00 2+00 oc -c -`- _ ," -HDPE0 ,_._.. _.� Imo-- _..- 2.0% ac 550II,� �I oa>>> �_- _ _ _a�DPE 01.7 W — O HGL .._. _ — l 545 -- - --� 7 H _ 540 _ -. ....... ...... ... ..... ...... _ _ _ O d ..... _........ . ..._ ._...... _... . .... ........... .. .:... _-_ ........ m VDOTstd.5E-1 Safety ...................... .... .535 _ this Structure -._ .. t .. .... .................... ... c .. :::: .. .... .: _. :: .. 530 Drap [nlet Prafectian to ..:.. ... ..... .. .. be Provided in this Monhote. 0+00 1+00 2+00 3+00 4+00 5+00 n Storm Sewer; ST -12 to ST - S2 j Vert: 1' = 10r; Hors. 1'= 30' 590 3 .... ..... ............... . .......... .... .... ... ..... 590 ... .. ..... ....... .. _.._._....... .. ..... ........ .......... ..__ �,..... .......... .. ,.,,� ...... ........ .,,. W 585 ..: ... ..._. .... ... .... ....... ... - .. ::: .. ` o z 585 __. ...... ....... .... ... ...... ... .. ... ... r O z V N IIT 'I, O r... o ........ 580 ... . �` ,. ........................................... ...... 575 575 l$tls:crgde .... ... ; :.:. m � .... I1 ..� ... p ... .... (n .._ ... .. .. W 570 T m m o 570 D U 565 ' .. � 565 o 0 L Cf) _ M ... �.+`n l�rau�-a IT N .. 5��.y t ... — -© 11 `n.... Q.dl...11 I ... ...... 560 3 0II TIIII II +�{, �-Otn II m c� VI II O ems» I NNr J 560 (T C c c ...n,.n� - LN�_..I Final Grade Retalmng W011 a 0 555 555 550 N� 1 1 I 5" HDPE :@ 1,17 _ 15" HDPE 0 0. 36 85- 15 HDPE ®0 6% 550 F+i 51.03 N � W 11 u 7 15° stubout::for. Future Connection 545 545 rr , 0+ to 1+00 2+00 2 Storm Sewer; ST— S2 Vert: 1' = 10% Hors. 1' = 30' ST -16C ED OO 'O LO_ co I m d, I co m W R, z w N r> N � z/1 O -- o � o o 0d co U �pLTH of 6) TIMOTHY R. MILLER b CERTIFICATE No. 30542 ��SS20NAL ENG 1 NO. I DESCRIPTION I DATE Sheet No 0 3 m I I W N p � � o z H E r O z V N IIT 'I, O - o n� w m � W T m m o D U o 0 L Cf) _ M QQjo _ a o U (n � C (T C 3 _a 3 o a 0 N� Hti F+i N � W 7 rr , O N W O Q r k �wJ H U O d Sheet No 0 L,. ...... ... . ------8 [558.89'] -------------------------- -----------:, ..}. T."E. *. I. T -I' r V T ------------------------------------------------------- -_' 8'[556.92'1 ---------- -- -- 1- ,.77.7777 _777771- ELEVATION VIEW 0 5 1 20 SCALE: 1" = 10' PLAN VIEW ° 20 4o So SCALE: 1" = 40' NOTES: 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. :opyrlpht 2005, Geomo Enterprises, Inc. 11'[562.83'1 - - - - �T--------------- 11'[560.86']Q} --------------------------8'[558.89 ---------------------------------- 8'[556.92'1_>__ OSI GG2 GZ�� `�.�..-------------------------------- 8'[560.86']------------------------------------------------------------------------------------------------------------------------------------------------------------------ ELEVATION VIEW 0 10 20 SCALE: 1" = 10' PLAN VIEW 0 20 40 80 SCALE: 1" = 40' NOTES: 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. ELEVATION VIEW 0 5 10 20 SCALE: 1 " = 10' ° 20 40 80 PLAN VIEW NOTES: SCALE: 1" = 40' 1. REFER TO DESIIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SFHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. Apyrl9ht 2005. iGeomo Enterprises. Inc. -E3- ------------------------------------------ 7 ----- --------- It--___ Debs Drewe: 5/20/03 T4 Sheet: %J RW -4 of 10 Geomo Enterprises, Inc. phone: 3� !a:�:7100 ProjedNo.: 12976 Hampson Forest Ct. i 3 32 3040 Fairfax, VA 22030 *-mall:i mo�oom NEW GRADING DATED= M, NOT FOR CONSTRUCTION 301/05 HOLLYMEADE TOWN CENTER REVISED PER NEW PLAN, FOR CONSTRUCTION 4/17/06 ALBEMARLE COUNTY, VIRGINIA REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112M ADDED WALL 6!7104 Title' ROCKWOOD RETAINING WALLS DESIGN SUBMITTAL 1115M PLAN AND ELEVATION VIEW PRELIMINARY, NOT FOR CONSTRUCTION 8112108 WALL 1, RETAIL 'E' (COMBINED PREVIOUS WALLS 1 &2, CONTD) ELEVATION VIEW 0 5 1 20 SCALE: 1" = 10' PLAN VIEW ° 20 40 so SCALE: 1" = 40' NOTES: 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINCGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. :opyrlpht 2005, ,Geomo Enterprises. Inc. r5°[5x0 71' s r; C.--4--5 [566 77A 5'[564.80.] ------------------------------------- _T ------- --- 17�-1:1 f` c ']------------------------------- en ca Go �--------------8'[564.80 --------- --- ---- -----------i----------------------------8 ---------------- ----------------------------- 8 562.83X w ---------------------------------- --- __--_-_ ------------------------------------- 8'[560.86']------------------------------ v ------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------- - ------ ---------- ------ - c -- -g. _--- --- -- ----------------------------------------- w w ... ELEVATION VIEW 0 5 10 20 SCALE: 1 " = 10' ° 20 40 80 PLAN VIEW NOTES: SCALE: 1" = 40' 1. REFER TO DESIIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SFHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. Apyrl9ht 2005. iGeomo Enterprises. Inc. -E3- ------------------------------------------ 7 ----- --------- It--___ Debs Drewe: 5/20/03 T4 Sheet: %J RW -4 of 10 Geomo Enterprises, Inc. phone: 3� !a:�:7100 ProjedNo.: 12976 Hampson Forest Ct. i 3 32 3040 Fairfax, VA 22030 *-mall:i mo�oom NEW GRADING DATED= M, NOT FOR CONSTRUCTION 301/05 HOLLYMEADE TOWN CENTER REVISED PER NEW PLAN, FOR CONSTRUCTION 4/17/06 ALBEMARLE COUNTY, VIRGINIA REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 1112M ADDED WALL 6!7104 Title' ROCKWOOD RETAINING WALLS DESIGN SUBMITTAL 1115M PLAN AND ELEVATION VIEW PRELIMINARY, NOT FOR CONSTRUCTION 8112108 WALL 1, RETAIL 'E' (COMBINED PREVIOUS WALLS 1 &2, CONTD) ELEVATION VIEW 0 5 1 20 SCALE: 1" = 10' PLAN VIEW ° 20 40 so SCALE: 1" = 40' NOTES: 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINCGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. :opyrlpht 2005, ,Geomo Enterprises. Inc. r5°[5x0 71' s r; C.--4--5 [566 77A 5'[564.80.] ------------------------------------- _T ------- --- 17�-1:1 f` c 1 NO. I DESCRIPTION I DATE 1 C) a w z 0 H Q w I3 O ES Sheet No: U V 04 00 0 u IKE LO C) M ri 0 rn rn to en ca Go 104 ao w v v c z w w ... � � a ca0at (� ,' Z 0 ILI � a 0 toG U .ce)-r 1 NO. I DESCRIPTION I DATE 1 C) a w z 0 H Q w I3 O ES Sheet No: U V 04 00 0 u IKE LO C) M ri 0 0 5 10 20 PLAN VIEW O 20 40 80 NOTES: SCALE: i" = 40' 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. 3opyripht 2006, Geomo Enterprises, Inc. -- ----- _.._ _.. ---- �8'[ 561.92']------------------------------------------------------------------.--__.._.._.._------- _ _ - _- _ --------------------------- --- -- - - - .._— ............ I I i , I t.....,. i ,C.......1....... ELEVATION VIEW 0 5 10 20 SCALE: 1" = 10' PLAN VIEW ° 20 4o so SCALE: 1" = 40' NOTES: 1. REFER TO DESIGN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. lopyripht 2005, Geomo Enterprises, Inc. ROCKWOOD RETAINING WALL SYSTEM HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA Designer — Geomo Enterprises, Inc. (703) 266-7100 Installer — Segmental Wall Specialists, Inc. (703) 361-4040 Owner/GC — Regency Centers Civil Engineer — Rivanna Engineering & Surveying Geotechnical Engineer — Gooch Engineering and Testing, Inc. WHERE REQUIRED, RAILING/FENCE POSTS ARE TO BE INSTALLED MINIMUM 24" BELOW GRADE BY DRIVING OR IN SLEEVES PLACED IN COMPACTED BACKFILL. FENCE POST HOLES SHALL NOT BE AUGERED. RAILING DETAILS SHALL COMPLY IMPERMEABLE FILL WITH LOCAL BUILDING CODES. CAP BLOCK 3" MIN FINISHED GRADE 12" WIDE #57 STONE ��~� SYNTEEN GEOGRID 8 -INCH ROCKWOOD CLASSIC 1 REINFORCEMENT AS UNITS FILLED WITH #57 STONE 8 SHOWN ON SHEETS RW -3 TO RW -10 4" PERFORATED HDPE PIPE. WEEPHOLES REINFORCE FILL RETAINED OR DISCHARGE PIPES NOT REQUIRED. f ` FILL GRADE �� �( FINISHED '�� FILL PLACED DIRECTLY BELOW DRAINAGE - ��/\�j\ PIPE SHALL MEET THE RREQUIREMENTS 6" GRAVEL FOR REINFORCED FILL AND IMPERMEABLE LEVELING PAD FILL. DRAINAGE FILL (#57 STONE) SHALL NOT BE USED BELOW DRAIN PIPE. TYPICAL SECTION NOT TO SCALE nc. LEGEND = REINFORCEMENT LENGTH ELEVATION ----------- ----- .= SYNTEEN SF35 8'[330.00'] = SYNTEEN SF80 FINISHED GRADE STA: 0+20 = WALL STATION = 8" ROCKWOOD EL:70.49' = TOP/CAP ELE\� CLASSIC UNIT �---= WALL PROFILE STA:0+30= WALL STA*FION EL 67.49'= TOP OF LEVELING PAD ELEVATION NO. I DESCRIPTION I DATE 0 (24 W E-1 w 0 E-+ L O Z O CL 0 Sheet No: 5� 4 LO O i O rn rn en co m co d' co rn co rn CnC w a W w CQ o N I--�—I rn � o C:) LO .Mr U NO. I DESCRIPTION I DATE 0 (24 W E-1 w 0 E-+ L O Z O CL 0 Sheet No: 5� 4 LO O i O