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Home My WebLink AboutSDP200500001 Plan - Approved 2005-03-12� M co tt� � s'V CO co M�NOR S�TE PLAN AMENDMENT FOR RETA�N�NG WALLS ALBEMARLE COUNTY ENG�NEER�NG DRAW�NG �NDEX GENERAL NOTES ~+ v SO of 5 v COVER SHEET 44 S1 of 5 GRADING & WALL PLAN W \\v, E� D OW C R LL )L A 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM S2 f W a THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 0 5 STORM SEWER PROFILES THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. S3 Of 5 WALL DETAILS 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. S4 of 5 WALL DETAILS W W 0 Ob Q 3. EROSION AND SILTATION CONTROL MEASURES SHALL [BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, � � CQ. GRADING OR OTHER CONSTRUCTION. a ONAL S"ERV CE ARE" RE"x 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL).WHERE REASONABLY OBTAINABLE, p°., ,a LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. D". a� TM 32 PARCELS 42A5. 9 42�943 4� PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, � CIO 41D, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRiAINAGE CHANNEL. o � 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 1THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. TM 46 — PARCEL N IP H 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE S AILL BE REINFORCED CONCRETE PIPE AS III. CLASS ,PLTH 0F `i R�VANNA D�STR�-CT ALBEMARLE COUNTYV�Ru"�N�A 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9 9 U TIMO HY R. MILLER CERTIFICATE No. 30542 '0 "'.5V n - 0S �SS7aNAL E S�TE DATAG'E1V"11TECHNC�ALNG\ NOTESN NOTE3'7- Revisions: N0. DESCRIPTION DATE 1. If the elevation, location, or configuration fo the proposed buildings, stormwoter 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD 1 Cntv Comments 04.01.05 LEGAL REFERENCE: TM 32 PARCELS 42B, 42D, 42E, 43, 43A management ponds, or pavement areas changes from that evaluated in the geotechnical VERIFY ALL DIMENSIONS. Benchmark 2 Cnt-Y Comments 04.20.05 report, ECS, Ltd. shall be notified so that modifications to the geotechnical recommendations 0nly Comments 05.05.05 SOURCE OF TITLE FOR PARCELS: REFER TO PARCEL PLAN and specifications can be made, if necessary. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VEERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. --W/E-- Existing Waterline 2. All construction involving problem soils shall be performed under the full—time observation 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE, --0/E-- Overhead Electric OWNER: REFER TO PARCEL PLAN of the geotechnical engineer. filll� Power Pole 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 3. The geotechnical engineer shall furnish a written opinion to the County as to whether or Exist Light Pole DEVELOPER: not the work has been performed in accordance with the approved plans prior to the 5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUIMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF Prop, Light Pole a HOLLYMEAD TOWNCENTER, L.L.C. issuance of any occupancy or use permit. (1/2) FOOT CANDLE. MH Manhole l 10- 8618 WESTWOOD CENTER DRIVE, SUITE 300 4. Review and approval of Ions, specifications and reports b the County, or without 0 VIENNA VA 22182 pp p p p y y 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WNHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO �--- Limits of Demolition recommendations by the County, shall in no way relieve the developer of the responsibility for REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTFRICTS AND AWAY FROM ADJACENT ROADS. the design construction and performance fo the structures, pavement and slopes on the °J z ZONING: PD—MC PLANNED DEVELOPMENT—MIXED COMMERCIAL project and damage to surrounding properties. 7. ALL DUMSPTERS LOCATED WITHIN 15' OF A BUILDING SHALL BE PROVIDED WITH SPRINKLERS FOR FIRE PROTECTION PURPOSES. 500 Existing Elevation/Contour z EC ENTRANCE CORRIDOR 5. We hereby certify that the attached geotechnical specifications, and the site plan prepared 8, VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR. [500] Proposed Elevation/Contour L� a_ by Bowman Consulting Group, which we have reviewed, are in accordance with the approved r SOURCE OF BOUNDARY SURVEY: PLAT BY RIVANNA ENGINEERING & ECS, Ltd. Geotechnical Report No. 7587—A, dated September 5, 2002, and the addendum 9. OFF—SITE LANDSCAPE EASEMENTS SHALL BE VACATECD WHEN THOSE PARCELS ARE DEVELOPED. Slopes Greater Than 25% W SURVEYING, PLC. letter dated October 23, 2002. , . w 10. AN ADDITIONAL RECEIVING LANE ON CONNER DR. WILLBE INSTALLED AT PROPERTY OWNER'S EXPENSE AT SUCH TIME AS A TRAFFIC SIGNAL MAY BE WARRANTED AT THE ENTRANCE , y :: Concrete Sidewalk SOURCE OF TOPOGRAPHY: AERAIL SURVEY PERFORMED BY LOUISA AERAIL TO THE PROPERTY OFF ACCESS ROAD A ("TOWNCENTER CRIVE") AND ACCESS ROAD B ("CONNER DRIVE") IN CONNECTION TO THE ADDITIONAL TRAFFIC GENERATED AND SIGNAL I--�—t SURVEYS. USGS DATUM REQUIREMENTS GENERATED FROM THE REZONING OF HOLLINEAD TOWNCENTER AREA A. m � BENCHMARK: NAIL NEAR ENTRANCE BEHIND ANCHOR A �--t T ELEV = 534.59 — W m 3. BUILDING SETBACKS: ROUTE 29 ' R W: 30 / APPRIOVALS PRnVFFERS & SPFC�AL USE PERM�T CnOND�T�ONS TOWN CENTER DRIVE: 30 ZMA-2001-019, Holl=ead Town Center. Regional Service Area B SIDE YARD: NONE Pursuant to Section 33.3 of the Albemarle County Code (the "Code"),I, the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area 8 on the Application Plan, (defined below) comprising all or some o 0 REAR YARD: NONE �10,5-, of the above referenced tax map parcels (the Property'). These conadifions are proffered as port of the requested zoning and it is agreed that: 1) the rezoning itself gives -rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: REAR ADJACENT TO RESIDENTIAL: 35' A WAIVER OF THIS REQUIREMENT �, in 1, Development shall be in general accord with the Application Plan erntitied Rezoning Application Plans for Hollymead Town Center Regional Service Area 8, (Sheets A-1, A-2, and A-6 of 7 only), prepared by Rivanna Engineering & Surveying, PLC, revised February 15, 2002, last revised April 29, 2003 ("Application P Mi ( pp Plan"). The owners have Q p HAS BEEN APPROVED. A presented, as part of their rezoning applications, a number of concepptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as art of Applicant's P N T N G R ENT p pp cants rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, arnd such plans and illustrations shall not be deemed proffers. The owners reserve the right to reconfigure the outparcel improvements, consisting of buildings, parking and drive aisles and drive—through window features that are the subject of SP 01-63 and SP 01-64 and as °' o shown on the Application Plan in order to: i) comply with conditions i imposed by such Special Use Permits, and ii) assure compliance with ARB requirements. ,. PARKING SETBACKS: F-- Cn ROUTE 29 R/W: 10' 2. The owners of Area B, as shown on the Application Pian (the "Owner") shall cause completion of the following road improvements: 3 3 ai 0 TOWN CENTER DRIVE: 10' ZONING DEPARTMENT A. Access Road A, as depicted an the Application Plan, across from 1the Hollymead Memorial Gardens Cemetery at US Route 29 up to the western boundary of Area B. This shall include the two eastbound tones located on Area A pursuant to ro& plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of o 0 0 the Area 8 site plan. Access Road A also shall include dual left and dual right turn lanes at the intersection with Route 29. UNDISTURBED BUFFER: 8. Dual left turn lanes at the intersection of Route 29 and Access FRood A, from northbound Route 29 into Access Road A. The dual left turn lanes and signalization at Route 29 and Access Road A shall include median cut and cross—over construction at the Hollymead Memorial Gardens Cemetery location, (the "Cross—over") ss over") as scheduled in coordination with VDOT. The Owner also proffers to construct a singlle southbound left turn lane on Route 29 at the intersection (to allow left turn movement into the cemetery), All turn movements shall be signalized at the intersection of Route 29 and Access Road A, as approved by VDOT. ADJACENT TO RA DISTRICTS: 20' A WAIVER OF THIS REQUIREMENT HAS �--{ BEEN APPROVED. INSPECTIONS DEPARTMENT C. The Owner shall dedicate land, if necessary, and construct a continuous right turn Ione on Route 29 southbound from the northern boundary of the Property to the entrance rood, (Access Road A). The Owner proffers to construct a third southbound through lane on Route 29 from the northern boundary of the Property to the entrance road, (Access Road A) and beyond the entrance road, (Access Road A) for a distance of 1000 feet. H MAXIMUM BUILDING HEIGHT: 35 D. The southbound through lanes of Route 29 shall be re—constructed to the profile grade of the northbound lanes to meet adequate sight distance requirements at the Cross—over, based upon a 50 mile per hour design speed and a maximum 4 percent cross—slope requirement. > PAVING SPECIFICATIONS: REFER TO DETAILS ENGINEERING DEPARTMENT E. A third northbound through lane shall be constructed on Route 29, 1000 feet in length on each side of the Cross—over. The road improvements listed in 2A, 2B, 2C, 2D and 2E above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VOOT design standards pursuant to detailed plans agreed to between the Applicant and V E—+ pp DOT, and e accepted by VDOT for public use or bonded for VDOT's acceptance as a condition for issuance of any certificate of occupancy for Area B improvements. The width, length, (except as specified in 2C and 2E above) location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as w Q, LOADING &CROSSWALKS: REFER TO DETAILS required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. E-1 W O 3. The Owner shall cause to be constructed and dedicated the segment of Access Road A from the western boundary of Area B to its intersection with State Route 606, also known as Dickerson Road and as shown on the attached map entitled Future Roads, dated July 15, 2003 ("Exhibit A"). Construction of this section f SIDEWALKS: 4 — 3000 PSI CONCRETEo Access Road A shall be completed for acceptance by VDOT for public use and dedication of a minimum 60—foot—wide right—of—way and all necessary easements hove been dedicated to the County within three (3) years from the date of approval of ZMA-01-019. This section of Access Road A shall be constructed to accommodate two travel lanes ane in w each direction). Notwithstanding the foregoing, the road proffers described in this paragraph 3 shall be satisfied if plans for all such road improvements have been submitted for review by VDOT and, although such improvements are not accepted by VDOT for public use within three(3)ars from the date of Ye approval of ZMA-01-01sufficient PARKING SCHEDULE: bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Further, the road proffers described in this paragraph 3 shall be satisfied if and when any portion of Area A is rezoned, and the owner of Area A makes a proffer binding Area A, or any portion thereof to all the obligations � w contained in this proffer 3. REGIONAL SERVICE AREA "B": U 4. The Owner also shall cause to be constructed and dedicated Ridge Road from its intersection with Access Road A to the northern boundary of Area A (with Area C), as shown in blue on Exhibit A. Construction of the section of Ridge Road as shown on Exhibit A shall be completed for acceptance b VDOT for O �+ BUILDING AREA = 295,221 SF P y public use within one (1) �V year after the issuance of a certificate of occupancy for Area B. This section of Ridge Road shall be constructed initially to accommodate two travel lanes (one in each direction) and a bicycle lane only (without parallel parking and sidewalks). The area to be dedicated, however, shall be not less than sixty60 feet ( ) ei in width O allow future E-4 OUTDOOR SEATING AREA = 0 SF widening. No certificate of occupancy shall be issued for any use within Area B until the segment of Ridge Road required to be constructed by this proffer is either constructed to vDOT's standards, or a sufficient bond or other form of surety is provided to the County in an amount sufficient to assure its construction st unabl and VDOT's acceptance. If �+ w the owners of Area A refuse after request from the County to dedicate land sufficient for Ridge Road as contemplated herein, then the Owner shall pay the costs to acquire such land, which costs shall include VDOT's normal costs of acquiring by condemnation, including land acquisition, engineering, surveying, reasonable attorneys fees, and the Q W REQUIRED: 4.5 SPACES PER 1000 SF, cost of construction of this section of Ridge Rood, and other related expenses. 295,221 SF GLA/1000x4.5=1,328 SPACES P y purposes 9 �P y $ ?� U� 5. Owner proffers to contribute $50,000.00 to the Count or VDOT, on behalf of Area B and Area A for the ur oses of funding a regional transportation stud for the Route 29 corridor. The 50,000.00 contribution shall be made within thirty (king and r 30) days after requested by the County following site plan approval for Area B and, if w d' ryo> not expended for such purpose after three (3) years from the date the funds were contributed such funds shall be refunded to the Owner. PROVIDED: 1,328 SPACES (INCLUDES 28 HANDICAP SPACES) o _<!4 6. Upon the request of the County, Owner shall petition for and consent to a Community Development Authority ("CDA") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, funding, planning, establishing, 9 reconstructing, enlarging, exending, or maintaining (except to the extent VDOT maintains any public improvements) Route 29, and roads and other improvements associated therewith, which shalt include, but may not be limited to, improvements to Route 29 from the South Fork of the Rivanna River to Airport Road or the extension of Ridge Road a g s depicted onExhibitA, to the south and across LOADING SPACES REQUIRED: 16 SPACES a � roc A 'rPort Rd. the Rivanna River to connect to Berkmar Drive. This proffer shall only apply if all of the owners of the lands subject to ZMA-01-018, ZMA-01-19, ZMA-01-020, and ZMA-02-002, as such applications exist on July 16, 2003, excluding residential property, hove joined or been caused to join the same oro similar JCDA for the purposes described O �� ofrossessmlentrotherwisell apply only if, at the time of the formation of the CDA, the rote of any special tax imposed shall be uniform and shall not exceed twenty—five ove cents ($.25) per $100 of the assessed value of any taxable real estate within the CDA, unless all the owners within the CDA subsequently consent nt to any proposed rate or level � E....i LOADING SPACES PROVIDED: 18 SPACES W 7.There shall be two (2) pedestrian walkways/grade arms located within parking areas depicted on the Application Plan, located to the satisfaction of the Director of Planning and Community Development. These pedestrian walkways/ grade arms within the parking areas shall be tree—lined, by planting street trees at least every fifty feet (50') on (� LAND USE SCHEDULE: �Pr— o Road SP -2001-063, Hollymeod Town Center. "Drive—In A" POST—DEVELOPMENT % BUILDING: 6.9 AC 27.6 SITE Public hearing on a request to allow drive—in window in accord w/Sec 25A.2.2.1of the Zoning Ord. TM 32, Ps 42B, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 1/4 mile S of Timberwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist. _ PARKING: 14.5 AC 58.6 1. The Architectural Review Board may alter the locations and/or orientation of drive—throughs to protect the Entrance Corridor; and ROADS: 1.5 AC 5.7 2. The Applicant is responsible for installation and maintenance of control devices, such as by—pass lanes, signage and pavement markings shown on a site plan for the development. OPEN: 2.1 AC 8.1 a � SP -2001-064. Hollvmead Town Center. "Drive—In B" � TOTAL: 24.98 AC 100 Public hearing on a request to allow drive—in window in accord w/Sec 25A.2.2.1 of the Zoning Ord. TM 32, Ps 428, 42C, 42D, 42E, 43 & 43A, is 24.7 acs. Loc on Rt 29 N approx 1/4 mile S of the Timberwood Boulevard/Rt 29 intersec. Znd RA & HC. Rio Dist. INITIAL NET FLOOR TO AREA RATIO: 0.31V�C�N�r�nY MAP 1, The Architectural Review Board may alter the locations and/or orientation of drive—throughs to protect the Entrance Corridor; and Sheet N o . 2. The Applicant is responsible for installation and maintenance of control devices, such as by—pass lanes, signage and pavement markings shown on a site plan for the development. SCALE: 1" = 2000' I�ollymead To�,uncen,ter\\ _ __ -- ---_ _ — _ ------------ ______ ------ _ \ \ _ - m Lo co \`� \ \ \�\ \� �' _ - -__ \ ~ � SCALE:='� 30' Revised Grading & Wall Plan - - s _________________ — _ _ _ _ Engineering & Surveying, PLC \ \ \ \ \ \ - _ co B Rivanna Eng g y g, - _ \ - — — — — — -- . 03 Revision 0CQ March 31, 2005 \ _ _ _ _ ,` ---- ---------------- _ — Rev: April 20, 2005 \\\ �\ \ _ _ _ \ \\ --_--- \ _ _ _ - _ Scale: 1»=30' \\ � _ _ -__ --------------------- __------ Note: \ --- The proposed grades tie into the grades shown along the property line and access easment on the approved mass grading plan for GLF Land CQ Trust dated 6/11/03, last revised 8/20/03. Drainage from Off -Site Areas to be Addressed \\ \\\\ \\\\ _ - -----_-'-------------____------- _----- 064 b Others. Refer to the Amendment to the \\\\ ! ! ! - _ _ -------_ __------ Y — --- -_---- - ~ o Mass Grading Plan for GLF Land Trust for - - _--______----_--- - --____--- Details. ! \ -- --_ 80 --� _-----_____ Drainage Easement __=~''--- _ — CO Provided for Off -iiia - U --ConnectTon _t be Made t Developer: ` ! -- -- ____-_ - _____— — — — — —30' Access--- \---- ---- _ _ ______ DeveloHollymper: Towncenter, LLC - _ - ---___ ----______Easment. -- — — by A�--L� �- ---� - P 5;;70---___ -T -- ------ - _ Refer to Details LT: �'� ! - - - _--------------- � tet--- — - - ---for WaTf3 on -----_ �o ___-------`' - TIM HY R. MILLER -----Refer to Details ---------------------- - S _ --- --- 30' Acce s 1 — - for W@176 -an- __ - --- -- - sy ___ -- D _ CERTIFICATE No. — Sheet S4 _----------- T -�° /---------- _- — — — �, 30542 — — r pow gs .-= — - — — o s !t-o.� --�0efJ�u • a _ — �'sS/pN A L ENG\ 1101 'Donstructil Access Ea ent -------- __-------- --------- --- - oW 0,0 _-RETAIL BUILDING D_ ---i____------ -- Revisions: _BQllards TYP - --- -- -�-- - j� _ I _ --�'7*OI�Y I NO DESCRIPTION DATE 18,000 S. F. 1 Cntv Comment 04. 1.05 - — — — — — 12' CD FFE - 55 _ _ 2 nt Comment 04.20.05 I I I I� I° i . i I I 58. ONE -WAYS $ --�-- _ _ x !;• __-------- ----_- 9sQ0---------------- I 3 Cnt CommentA05.05.05 00, ; II 1 _ _ _ _ _ — _ ..,� LoQding_Space _ _ -S rtinkled r 4 Loading Spaces —1� •j• c,. — Sign—:. , — _ / P Type 2C ' — -0-12--x 25_ N N — ____—__ El _I_- �, I..• ° r- I _ ��'—g' — °-----------------�--- ------ N Ctmefet� — ` _ ` --- _ _ . _ _-------- 266.7' — — Cormpactor Pad o�cre _ _ — — — �� .. 3 v Do Not Enter - _ TYrP ,� Dumpster Pad (TYP) — — — — — ( _1 s0f;.O�tdgo'- .,' . • m _Siy ------ __130_ -__(_Y � 6 RD (tyP) �....2.. : Seafi •• — — — — ' Delivery Ramp' W/46ifir_ _ _ - — x2 - Slope 1:12, 5' Landing ( ... Sign - II ..r o \ \ r• — — _CO(PT-1a.1n fe4 I� at Top. -- o BLDG C2 R Speed Limit 30 ACCE EASEMENT Ez \ 1- STORY `� Wide Access 5,866 SF — °' 11 -STORY Corridor Tyre 2C R v \ I � Street \ \ \ N, Sprinkled Si 60,(£07 SF TOT C, g FF"7 = 555.3 pac s -9' x 1 \\\\ `\\`�' FFE-561.0 v , Type 2B ( �► �, ,' .winkled Cn 30 60 90 \--'-------------�---_ ____-___ ------ — _. _- ---- — —" — ______-- -- SCALE:1 =�0°- ---"- _� J—�'f _� r — -'- \-\ \\\\ \\\\ \� � o U ----------------- — __— _ __ �// ___---- _----------��_\ \\ \\ \ \\ �_ Ll _ — _____— — ___ —___— --- _ _______--- _ ____—__— _�/�� \\ \\ Co — — — — — — -- _t---- __-- -DroTnage Easement _ _ Provided for -W -Site --------------- �'' --- ---- _-Gonrtedtior to be Made by GLF Land-Tfltst-- ' _ --------------- ----- - ___-- ______-_- ---- — — 80 — --_-___ __-Refer is details for Wall 1- _____ .on- S � �0*� -Stffet- S3 Drainage Easement _____-- r _ Provided for Off-- — — ' ___-- ___--- _---,•- _-- - - - - - --Cant�iecfTon 10 be Made _ — --t _ _ _ - - - -Refer to Details _ _ _ _ - - - - / _ s�� _ _ _ _ - - — — \ \ _- _- - - - - for 1Maii 3 -ori — CG 2 \ bY�LF�.gri� Sruat- - - -1- Jlp- _ _ - - - - Sheet S3 _ - - '"`- _ - _ 15 Space @ '_x_ --- ---Refer to Details _ _--- -_-_ __--�� S� __-- _ _ _--- _ �' _ _ _ - _-- - ` ` \� W � f^K V�o1T3 on - _ 1 __-- - N 102 - �s \� w O O-Shoot s3-11 ___ __-----____-�►- _ CD-- 12x Loading Space N 6� \\ W - - f1 ou- ,o - - 97,5 Retaining Wall Concrete R3.5 Dumpster Pad (TYP)7.5' �6' __4'- �' - _ - 9 �' 22' \� ` - _ — _ B et�i ra-irfig-Wit � • _ - - - - -- -2 _______ 1�6-�'---- _______---- '•:--------- RETAIL BUILDING E Cn T _------------------- �'z' 1 -STORY o 11 Sp es _9 x --s - \� 0 Shp 0 RETAIL BUILDING D � - ro _ _ _ _ - _ 24' 16' w`g-_------t-- ORY`-------'- I oo � ____--_18,000 S.F--------------------.------- = W CD 18 000 S.F. ----- ------------ FFE = 555.00 R3.5' R 5' _ ' _�------ _ tom• _ - ------ �- FFE = 559 QO--------------- F'�` _-53�'.�O '.� Sprinkled, Type 2C --- -°------_---------- ---- xV o� '� N - Q cs � E-� --- ---------S nkled, Type 2C _------------------------------------ �' ,� O L----------- ----- - - � ----------------------` 266.7'---- 199.5' — __ — — — — — — — O -step— 1 a es 6 - - - -, Sign _ Q • 8Q SF;:•4utdQol�,� . • ,: , Speed Limit x_20 .� Sign _ ------ -- .r. R Speed Limit 30 ACCE 'EASEMENTCaL - - -------------- --_-- - - CG=,z — — — — — — — — — — - — — — - - `r I-- Sheet No: �.<. -. • - f 1 • - rStreet • _ _ - - _ - - - - - - - _ _CG -1 ° . - _ - - T� 1�,� Sin G- - Sto - - - U Sign pac s 1 _ - - 21 Sp ces ' x 6' _ i' _ _t . ° � � �� -\ 125 �• �i%% Irmo 1. 1 • , r• .. I ,1 I 1 • - n • 'LIW rim 58. ONE -WAYS $ --�-- _ _ x !;• __-------- ----_- 9sQ0---------------- I 3 Cnt CommentA05.05.05 00, ; II 1 _ _ _ _ _ — _ ..,� LoQding_Space _ _ -S rtinkled r 4 Loading Spaces —1� •j• c,. — Sign—:. , — _ / P Type 2C ' — -0-12--x 25_ N N — ____—__ El _I_- �, I..• ° r- I _ ��'—g' — °-----------------�--- ------ N Ctmefet� — ` _ ` --- _ _ . _ _-------- 266.7' — — Cormpactor Pad o�cre _ _ — — — �� .. 3 v Do Not Enter - _ TYrP ,� Dumpster Pad (TYP) — — — — — ( _1 s0f;.O�tdgo'- .,' . • m _Siy ------ __130_ -__(_Y � 6 RD (tyP) �....2.. : Seafi •• — — — — ' Delivery Ramp' W/46ifir_ _ _ - — x2 - Slope 1:12, 5' Landing ( ... Sign - II ..r o \ \ r• — — _CO(PT-1a.1n fe4 I� at Top. -- o BLDG C2 R Speed Limit 30 ACCE EASEMENT Ez \ 1- STORY `� Wide Access 5,866 SF — °' 11 -STORY Corridor Tyre 2C R v \ I � Street \ \ \ N, Sprinkled Si 60,(£07 SF TOT C, g FF"7 = 555.3 pac s -9' x 1 \\\\ `\\`�' FFE-561.0 v , Type 2B ( �► �, ,' .winkled Cn 30 60 90 \--'-------------�---_ ____-___ ------ — _. _- ---- — —" — ______-- -- SCALE:1 =�0°- ---"- _� J—�'f _� r — -'- \-\ \\\\ \\\\ \� � o U ----------------- — __— _ __ �// ___---- _----------��_\ \\ \\ \ \\ �_ Ll _ — _____— — ___ —___— --- _ _______--- _ ____—__— _�/�� \\ \\ Co — — — — — — -- _t---- __-- -DroTnage Easement _ _ Provided for -W -Site --------------- �'' --- ---- _-Gonrtedtior to be Made by GLF Land-Tfltst-- ' _ --------------- ----- - ___-- ______-_- ---- — — 80 — --_-___ __-Refer is details for Wall 1- _____ .on- S � �0*� -Stffet- S3 Drainage Easement _____-- r _ Provided for Off-- — — ' ___-- ___--- _---,•- _-- - - - - - --Cant�iecfTon 10 be Made _ — --t _ _ _ - - - -Refer to Details _ _ _ _ - - - - / _ s�� _ _ _ _ - - — — \ \ _- _- - - - - for 1Maii 3 -ori — CG 2 \ bY�LF�.gri� Sruat- - - -1- Jlp- _ _ - - - - Sheet S3 _ - - '"`- _ - _ 15 Space @ '_x_ --- ---Refer to Details _ _--- -_-_ __--�� S� __-- _ _ _--- _ �' _ _ _ - _-- - ` ` \� W � f^K V�o1T3 on - _ 1 __-- - N 102 - �s \� w O O-Shoot s3-11 ___ __-----____-�►- _ CD-- 12x Loading Space N 6� \\ W - - f1 ou- ,o - - 97,5 Retaining Wall Concrete R3.5 Dumpster Pad (TYP)7.5' �6' __4'- �' - _ - 9 �' 22' \� ` - _ — _ B et�i ra-irfig-Wit � • _ - - - - -- -2 _______ 1�6-�'---- _______---- '•:--------- RETAIL BUILDING E Cn T _------------------- �'z' 1 -STORY o 11 Sp es _9 x --s - \� 0 Shp 0 RETAIL BUILDING D � - ro _ _ _ _ - _ 24' 16' w`g-_------t-- ORY`-------'- I oo � ____--_18,000 S.F--------------------.------- = W CD 18 000 S.F. ----- ------------ FFE = 555.00 R3.5' R 5' _ ' _�------ _ tom• _ - ------ �- FFE = 559 QO--------------- F'�` _-53�'.�O '.� Sprinkled, Type 2C --- -°------_---------- ---- xV o� '� N - Q cs � E-� --- ---------S nkled, Type 2C _------------------------------------ �' ,� O L----------- ----- - - � ----------------------` 266.7'---- 199.5' — __ — — — — — — — O -step— 1 a es 6 - - - -, Sign _ Q • 8Q SF;:•4utdQol�,� . • ,: , Speed Limit x_20 .� Sign _ ------ -- .r. R Speed Limit 30 ACCE 'EASEMENTCaL - - -------------- --_-- - - CG=,z — — — — — — — — — — - — — — - - `r I-- Sheet No: �.<. -. • - f 1 • - rStreet • _ _ - - _ - - - - - - - _ _CG -1 ° . - _ - - T� 1�,� Sin G- - Sto - - - U Sign pac s 1 _ - - 21 Sp ces ' x 6' _ i' _ _t . ° � � �� -\ 125 �• �i%% - 5'[560.86.1-------- _... Tt 8' 558.89' �. L.. . �..�. - � 8 556.92 ------------------------------------- ------------------ 7=7-77- I .. .------11'[562.83']---- -�---------------11'[560.86']<t)-- F- :.,. . --------------------------8'[558.89']- - --------------8'[556.92'] - L.........,..._----�---•-----+---�--,-�--+--+- �- �-�--+-z--�- �-z--t-�-7=:T-+--;-�-�- t--�--s-�--�-�--i-z- ;-�-�-�--�--�-�--�-� � -� -r � z _.L..�....�....'3..._.i_ �._...� _'J..7.....�....�.._...�_,d :, _ ELEVATION VIEW 0 20 SCALE: 1" = 10' PLAN VIEW ° 20 40 80 1111111110111 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. --- 8'[560.86'] ------------------- ELEVATION VIEW 0 5 10 20 SCALE: 1" = 10' PLAN VIEW o 20 40 80 SCALE: 1" = 40' N OTES: 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. 8'[564.80- ]-------------•-----�. a........1.... J';"1.. +......h. l . ,..,... ._... ,;...: -------------------------- , � L. .., a ...... ..... - -8[562.83']------------------- ------------------ -----------•-------------------------------------------------- L .... _.--------------------------------------------8'[560.86']--------------------------------- �w _._ T T ! ....... r -r -r r r'.. T ... ELEVATION VIEW 0 5 10 20 SCALE: 1" = 10' PLAN VIEW 0 20 40 80 NOTES: SCALE: 1" = 40' 1. REFER TO DESIGNN NOTES ON SHEET RW -2 OF THESE DRAWINGS FOR DESIGN PARAMETERS AND REQUIREMENTS. 2. PLAN VIEWS SHCOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. 3. THESE DRAWINGSS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINGS5 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. 3opvdoht 2006, 43sano Enterprises, Inc. ------------------------------------------ Ft -------------- y---_----------m-__----- _ .__ .__ ELEVATION VIEW 0 5 10 20 SCALE: 1" = 10' PLAN VIEW o 20 40 so SCALE: 1" = 40' 5A0.7,- 5- -5'[566.77',-- --- 5'[566 77',x ------------------------------- - --------------- ------------------------ ----------------- - .-- ------------------------- ---------------------- NEW -----------------------Y________________ NEW GRADING DATED 3I2 M, NOT FOR OONBTRUC110N 313U06 NOTES: REVISED PER NEW PLAN, FOR CONSTRUCTION 2M7105 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, REVISED PER NEW PLAN, PRELIMINARY, NOT FOR CONSTRUCTION 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 1116!03 4. RETAINING WALL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. pitry�RY NOT FOR CONSTRUCTION W12103:oovriaht 2006, Geomc Enterorlses. Inc. rKD 060mo Enterprises, Inc. phone (%os�$ a-71ot 12976 Hampton Forest Ct, "!. 17/yJ%.-44 HOLLYMEADE TOWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS PLAN AND ELEVATION VIEW WALL 3, RETAIL "D" (CONTD) 5/20103 RW -6 of 10 3040 rn rn � cc 00 co lab 4 Go i U/ CO -0.Tlh THY RAY MILLER W 0402 030542 � M v a .Revisions: NO. DESCRIPTION DATE W W ... ►� C'2 Z h D .' EL NN w 0 CO2 0 i 0 O � lab 4 i U/ -0.Tlh THY RAY MILLER 0402 030542 a M v Ilk .Revisions: NO. DESCRIPTION DATE ao i 0 M o E o z a z a, iL. V 1 F --I WM T m aL o CU 3� 0 O � <[ rri o a� a� o C _C 3 L 3 i a> CS Q 214 H W E -i FaQ (D � � W W Q W W � � � o � w �II F= �4 U o a ~'I Sheet No: ----------------0[DDy.1o]----------------------U--- 1 111..1 . I . 0-------0 Lz.7`t"u J------�.'.. 1........a.........i.........a.........A.........1_..._.L.......L........ 1........d.........1 a:T....::._.------------------------------------------------------------------------------------------------------------------- --------------------------- 8' 557,98'---------------------- W - :...............---------=------------------------------------------------------------------------8'[556.01']------------------------ ------------------------------------------------------------------------------ _ 8'[554.04']----------------------- - �--------------------------------------- -- --- -- - _ .-- ------ --- ------=-----.�------------------- 8 552.07 __ _.. ._ . _. .. _._. _1111..._ . . 0 5 10 20 ELEVATION VIEW SCALE: 1" = 10' PLAN VIEW1 80 21 40 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. -opyrlpht 2005, Gsomo Enterprlsss, Inc. R _.. ............... __ J. 1111 1111 _8'[565.86']-------- _. ---- - ' 9' --------------------------- _.......... -e :: : -:.:...::::::::_,-...-:.-::...r::::::.....:::a:.....�::::::::...._.:.......: 1111_:.. _....:.•,••.._.: ':N::::a:::: 8 [563.8 ] 1..........._..-...............1-.�_.._._...........I.........i.........{...._...?......._........�............................M.........{.........1.......}........k.......{............._._ ----------------------------------------------- _._-----.-- -- - - -------- -- - - -- a ---- ..-�u------------------- _ . _-------- -1 . _... -- . _ __ 111I I................ .._.._._f'�:'_h:`[:::::1=': � E*. -l':':i:::T:":�':.�. ' ELEVATION VIEW 0 20 SCALE: 1" = 10' 11 PLAN VIEW ° 20 40 ao 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. 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 BACKFfLL. FENCE POST HOLES SHALL NOT BE AUGERED. RAILING DETAILS SHALL COMPLY WITH LOCAL BUILDING CODES. CAP BLOCK 12" WIDE #57 STONE 8 -INCH ROCKWOOD CLASSIC UNITS FILLED WITH #57 STONE 4" PERFORATED HDPE PIPE. WEE714i0LES OR DISCHARGE PIPES NOT REQUIRED FINISHED GRADE IMPERMEABLE FILL 3" MIN FINISHED GRAD SYNTEEN GEOGRID REINFORCEMENT AS SHOWN ON SHEETS REINRW-3 TO RW -10 FORCED FILL REFAINE� — j FILL PLACED DIRECTLY BELOW DRAINAGE PIPE SHALL MEET THE RREQUIREMENTS FOR REINFORCED FILL AND IMPERMEABLE 6" GRAVEL FILL. DRAINAGE FILL LEVELING PAD (#57 STONE) SHALL NOT BE USED BELOW DRAIN PIPE. TYPICAL SECTION NOT TO SCALE a LEGEND= REINFORCEMENT LENGTH = ELEVATION .-----------8'[330.00']---- ----- ♦= SYNTEEN SF35 8'[330.00'] .= SYNTEEN SF80 __w 1.1 1.1-11 .___ . __, _.- _ __ 11.11_. = FINISHED GRADE STA:0+20 = WALL STATION „ EL: 70.49' = TOP/CAP ELE1� - CLASSICUNIT WOOD -= WALL PROFILE STA: 0+30= WALL ST'"N EL 67.49'= TOP OF LEVELING PAD ELEVATION coo qM Enforprlsws, Inc. .,___..�..4....e HOLLYMEADE TCWN CENTER ALBEMARLE COUNTY, VIRGINIA ROCKWOOD RETAINING WALLS COVER SHEET AND TYPICAL SECTION rn � o � co co I CD rn a, W W x cj �--, w W ob 02 Z a °' -05 o U .M-� 4k„ TIM THY RAY MILLER 0402 030542 ar�w�4� NAL B��l Revisions: NO. DESCRIPTION DATE 3 ..a M 1 0 I M CD a3 E o z � Z U � a> o W M � om a -� � V a o � U 3 0 U') 0 o i= cn a a +- 0 0 0 I --I C23 I -i-1 H w W CD o W C) w Q w a Z E -I O Q U Sheet No-, I �i Hollymead TowncenteT Revised Grading & Wall Plan By Rivanna Engineering & Surveying, PLC Revision 0 March 31, 2005 Rev: April 20, 2005 Scale: I"=30' Note: The proposed grades tic into the grades shown along the property line and access easment on the approved mass grading plain for GLF Land Trust dated 6/11/03, lost revised 8/20/03. Drainage from Off—Site Areas to be Addressed by Others. Refer to the Amendment to the Mass Grading Plan for GLF Land Trust for Details. Developer: Hollymead Towncenter, LLC ........ 90 - - ----- ----- ---- ---- 30 0 30 60 - -- ---- ---- ----- ----- - ---- - 1 30' . ..... Lff. . .. . .. . ... ... . .... ..... ..... 59SCA.. .... -- ------ ----- T.FMMUTY-P�- Reviewed and Approved -by -the Co ... . ... ... -.1mmunity DO opment Department Date: xe -_ ---- Films:... ----- .... . .. . ... 4 -- ---- QL) ... . ... . ........ ---- ---- ---- ---- . ..... ..... . .. ......... . . ..... --- ---- ---- --- - - ----- . ...... .. - - - ---- - - - - -- ----- ---- ---- -------- --- ----- - Drainage Easement -- ---- - 5 0 ------- Provided for Off—Si1a -_.3Q!_..Ac_qpss BOA a e Ma . de --- - ---- -- -- ----- F6Connection - ----- . ...... . ...... . ....... ----- .......... . ....... by Land Trust-- ------ .... .... .... .. . .... .... .. .... ..... ..... . ..... Easment, f�p' _�QLF . .. ..... Refer to Details - - - ----- - --- .... . ..... ... . ..... . far VaF,3 on -..c4d -jY- 5;�o . ..... . . ..... ..... . ... .. - -- ----- ---- ----- - .... ..... - ---- ----- --Sheet- S3 . ..... ..... ..... ZAP .... ..... ..... .... .... .. Fi -7 (1 L�_� r___`L Wall -- ------- -Refer to. Details Access Ace fa on,-- -.-- - � _-Easioneat,.. �0to ►6w .. . S600 RETAIL BUILDING -4 0w . ..... ... . . ... D . . 560 .... . 7--" TORY` S.F. F F E = 559. a0_ Sprinkled, Type 2C --J ASEMENT . . ... ...... ... . - ----- ---- --- -J^30 60 90 ...... . ...... 6 00 -------- . ..... . . . ...... ------ SCALE:1 ---------- . .... ..... . ..... ..... -- ---- ----- --- - ----- . .. ... ---------- - - ----- ---- . ..... . --------- ---- - . ..... . ...... .. . .... . - ---- ---- --- - - ----- --- - --- ---- ---- - - ----- _- ---- ... ... --- ------ - ----- - ---Dfdrnage Easement Provided for Qff�Sl . . ........ - ----- ---- - te ion to beM ad--- ---- Gomect... .....-4- �_ by GLIF._Wn-d-Tfus 0 0 90 _-Refer to Details 16-1 :�._ . . ... ..... 0 0, . ..... ... for Wall 1- on-- --- -- - ---- ... ......... ... ...... ...... --Stfefit S3 lip - ---- ----- A - _2h";__ . Provided for Off—S-ReL ...... CC 2 R`4 -C6hhd_Ct1d6 101�i Mode fei to Details for Wall -l- 3 --on - ----- by._9LE_Lqnd T=t--. S3 15 S Refer to DetailsOti' . ..... .. f6e WdlT -3 102 . ..... .. 12 x Loading Space 41 go .. ........ .... .... R .. . ......... A .0 03 CrD 03 CO Loin 00 C:d rn CC) _Fn Ill. 0 *III cj . . ... ...... ... . - ----- ---- --- -J^30 60 90 ...... . ...... 6 00 -------- . ..... . . . ...... ------ SCALE:1 ---------- . .... ..... . ..... ..... -- ---- ----- --- - ----- . .. ... ---------- - - ----- ---- . ..... . --------- ---- - . ..... . ...... .. . .... . - ---- ---- --- - - ----- --- - --- ---- ---- - - ----- _- ---- ... ... --- ------ - ----- - ---Dfdrnage Easement Provided for Qff�Sl . . ........ - ----- ---- - te ion to beM ad--- ---- Gomect... .....-4- �_ by GLIF._Wn-d-Tfus 0 0 90 _-Refer to Details 16-1 :�._ . . ... ..... 0 0, . ..... ... for Wall 1- on-- --- -- - ---- ... ......... ... ...... ...... --Stfefit S3 lip - ---- ----- A - _2h";__ . Provided for Off—S-ReL ...... CC 2 R`4 -C6hhd_Ct1d6 101�i Mode fei to Details for Wall -l- 3 --on - ----- by._9LE_Lqnd T=t--. S3 15 S Refer to DetailsOti' . ..... .. f6e WdlT -3 102 . ..... .. 12 x Loading Space 41 go .. ........ .... .... R .. . ......... A .0 03 CrD 03 CO Loin 00 C:d rn CC) M 1W cr) z 0 cj LN2 > C'2 Cn 0 a) 0 o U� ca NLTH op M H R. MILLER CERTIFICATE No. 30542 0.1, � -S, SS;ONAL EN Revisions: NO. DESCRIPTION DATE 1 Cntv Comments 04.01.05 2 Cnty Comments 04.20.05 3 Cnty Comments 05.05.05 3 7 C14 O �3 4F M C�e CC tU 0 C) U) Ki o U U7 O 12 _d5 CD C) E-1 W C) C) E-4 c) (D a - Sheet No: S i 590 O C 3.1 0 ................. . ............. ........ .. . .......... ............... .. . .......................... ............. . ..... .... ........... .. .......... ............. .... ................ ....... . ............ .................. : � �� ........ .... . . 590 (n f�i 5 85 . .................. 585 ................. ..... ..... .... ........... .............................. .... . . ....... 585 ................... ..................... .. ....... .... . ........ .. .................... 585 580 i.. .......... . ....... . ..... . ..... .......... . , . � � : � : . � � , . � � q s Oi 580 580 580 . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . —7 C 5 7 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T (Z) > ............ ....................... .. I . I . . I I i I . I . . I ............. ....... ... I . .... . . . . . . . . . . . . . . . > . ... . . .. ..... v)tn 570 CD ........... .................. . ........ .. ... . .... .. . . .. ... ... ....... .. ...... cn, ........... ................................ .......... ............. - .... .... .... 7 0 ................... ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln Cn . . . . . . . . . . Lh 575 575 . . . . . . . . . . . �65 565 1 ................ co .......... ........... ........... . ........ .. 1 1 cor-�X) ....... .... N................. ........... ... 0 .................. 560lI I.I.Ln ......... . ...... . > LijLnLn—. 1560 �6 it ............ ............. ...... I C: CL ........... ............ IA Lo I— ........... j�n .......... ............ .......... .................................... ......... . ......... (..::: 1:: F-1 �:etonn n 6 1 G �d d 6 . . .... ......... .. ........... .. .......... .. . ............. W.0j I ............ 1 1, ..... .- . ...... . < ............ ...... 5551 CN I I 11 =3 CD 570 570 U-) 1) LO C'� 3:7 it it 1; cncn 00 it 565 565 C/) Q-1 1!n _j ;Uju),.d- 10 Ln> > 7 C.5 LIJ Existing Grade M11 11 cncn� _ i 560 560 C14 it 11 Ica 1 01 C) > > 555 T L fnLOCD Lq Final Grade 555 uc:� Ln Ln ------- — 4q.l'-7T7HDPL@. it 0-- 76.75' 18" opE @ 2.0% q 550 550 11 ,-S, & > >,> . ..... --------- PE @ 1.7% > > ................... I ................... ............ ............ ........... ..................... . I. .......... ............. 77= ................. . ..... .......... . ........ 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' 590 O C 3.1 0 ................. . ............. ........ .. . .......... ............... .. . .......................... ............. . ..... .... ........... .. .......... ............. .... ................ ....... . ............ .................. : � �� ........ .... . . 590 (n f�i . .................. o ................. ..... ..... .... ........... .............................. .... . . ....... 585 ................... ..................... .. ....... .... . ........ .. .................... 585 580 i.. .......... . ....... . ..... . ..... .......... . , . � � : � : . � � , . � � q s Oi 580 . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . —7 C 5 7 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T (Z) > ............ ....................... .. I . I . . I I i I . I . . I ............. ....... ... I . .... . . . . . . . . . . . . . . . > . ... . . .. ..... v)tn 570 ........... .................. . ........ .. ... . .... .. . . .. ... ... ....... .. ...... cn, ........... ................................ .......... ............. - .... .... .... 7 0 ................... ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CN .<, N, Cn . . . . . . . . . . Lh . . . . . . . . . . . . . . . . . . . . . . . �65 565 1 ................ co .......... ........... ........... . ........ .. 1 ....... .... N................. ........... ... 0 .................. 560lI I.I.Ln ......... . ...... . > 1560 �6 it ............ ............. ...... I C: CL ........... ............ IA Lo I— ........... j�n .......... ............ .......... .................................... ......... . ......... (..::: 1:: F-1 �:etonn n 6 1 G �d d 6 . . .... ......... .. ........... .. .......... .. . ............. W.0j I ............ 1 1, ..... .- . ...... . < ............ ...... 5551 2 S2 Storm Sewer; ST -16 to ST -16C, Vert: I" = 10'; Horz. 1' = 30' II CO II CM co CO co r .0 Cb co Cb — — -- -- co -.44 '44 cr) �7t 44 25 - ---- - z — ----- - ----- ------- . . ..... 570 CQ Cu ---- - - ---- . . . ........ ..... . ....... .. 'Aft. �D 0 ... . ...... cu 0 6 -0-j CC 10, ..... ... . .... ........... -eonstru 10 Access Easr-pent LTH OF . .. . .... ... 7- 11M H Y R. MILLER Civ CD CERTIFICATE No. 12 x 2 5� . ....... 30542 N ;7 FTI SSIONAL ANG Revisions 55 —W NO. DESCRIPTION DATE 1 Cnty Comments 04. 01. Qr , 0 S�, -0u't d 0� r C, 1 2 Cnty Comments 04.20.0, 3 Cnty Comments 05.05,0,1 Future Extension of Commuqjt j Street Main SO Cn CD 0 E o �� M M (Y- C: -Y Sheet No O C 3.1 0 CZ)LO (n f�i o U� (D iJ (Z) > 0 Sheet No 5' '[366.77'] ]- -----a 8' 556.92'------------------------------------------�._ ----- ----------------------------- -- ---- ---- --- -- --- --- ELEVATION VIEW 0 b 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 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. Zopyrlght 2006, Oeomo Enterprises, Inc. - _ 1`_ T- --------------- 11'[ 560.86']<z) ------------------------- 8'[558.89']-<- �----------------------------------8'[556.92']->_- ____-_--__54.95'-- --------------------------------- ----8:1553 63't___ 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. Copyright 2006, Oeomo Enterprises, Inc. _m_ � -----------8 564.80' ------------------------------- 'n_- -w r--_.._:. -------------- _ ]{3 - 83']- ---------------------------- =27,71 8[562. ----------------------------- ------------ 8'[560.86']------------------ ------------------- -- - ------------------------------------------------------------------------ F- ---------------- -M----------------------------------------------------------------------------- _ _. -------------------------------------------- -- - - ..- ----------------------------------------- ----------------------- _...-....a_.a.,.....L....i..v�A......e.". ,.....-�... ......««.a..».J.....�..b....�.......t.�.....�....L...............s..._....._....5>..._.�-s_..-..: �.�.e..—.....«.3.......-�.-.�J.�?�....1..,_..S_rr...__.a�r.i _-i-t—.� T�—_T—_ _ I ! i F ! T „_...�......, r,�M..........._i ELEVATION VIEW 0 5 1 20 SCALE: 1 " = 10' PLAN VIEW ° 20 40 80 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 DRAWIPNGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINVGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WA4LL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. :opyright2006j, Goomo Enterprises, Inc. — «..... .... ----------------------------- ------------- _. — _.... .... — G c4T a ----o-- u L u v u. i 5'- _ I _-- I . rn rn M cc -------8'[566.77']-------- T 8'[564.80']----------- --- ----------------------------------------------------- -------- ----------------- ---- 8'[562.83']--------------------------------------------------------------------------------------------------------- aaD ------------------------------------------------------------------------------------------------------------------------------------------------------ rn -- -------------------- --------------- -- --------------------------------------- v --------------------------------------------------------� ------------------------------------------- - r _ _ _ _ ___ __ _ _.z.�,,� ,...... .. ,.,..._ ..... _.�. ww 5'[i7,671' cu r" 5'[ 5 6 74')_." d► F.M ELEVATION VIEW°. r"'E d .� ��=� �-5'[566 77.�'�- W I� �1 0 5 10 20 -, T ,_ I-; 0 C Vj +� a o SCALE: 1" = 10' - ---------------------------- <,-._.. --------------------- ---------------------------A LT_.: PLAN VIEW ° 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 ORAWIMGS ARE INTENDED FOR ELEVATION/PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO PROJECT DRAWINIGS FOR PLAN LOCATION OF WALLS. 4. RETAINING WAILL CONSTRUCTION SHALL BE COORDINATED WITH ADJACENT WORK SUCH AS STORM DRAIN AND UTILITY INSTALLATION AND BUILDING CONSTRUCTION. �opyrlpht 2006„ Goomo Enterprises. Inc. 1 NO. I DESCRIPTION I DATE D Q4 L 0 E4 Q w 0 Sheet No �% QJJ 0 0 U ism rn rn M cc 00 aaD rn � v a _ ww cu W I� �1 0 C Vj +� a o 1 NO. I DESCRIPTION I DATE D Q4 L 0 E4 Q w 0 Sheet No �% QJJ 0 0 U ism 21 ----------------------------- ---------------- ----------------------------------------------------------- -------8'[557.98']------------------------ - _._.- 1 --------- ------ ----8'[556.01']-----------------------Q-- - ------- ------------------ ---------- ----- ---------- ------------------------------- ---- -- ------ -- -- --- ---- - - -------8'[554.04']----------------------- -- --- ------------------------------------ I --- --- --- I_..__+.. _.._ _ _ _.-------------------- ----- -- -- --- -,-- _. --- -- == -- =" --='- _ - -c---------------------------------- ---- -- - 0 5 10 20 ELEVATION VIEW SCALE: 1" = 10' PLAN VIEW o 20 40 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. 7opyripht 2005, Geomo Enterprises, Inc. rn � LO CO a co -- = 8 [565 86'] -- � �• �"�,.�.. CO, 00 ----------------------------------------------- eM ^ 0000 U ------------------------- --- 8'[563.89'] .. _ _ ----- . 1 E w 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------ - ;1 1 ! ,�;i �:; L C14 w -- ---- - - - - - - --------- ---- - - - - - - ----------------------------------- -- - - --- - - - - --------------------------------------------------- ---------------------------- _ _ . _ ...._ , F r ....._. C T. �..,w. 7 w w -- ------------------ -- ------ _ _ I -------------------------------------------------- ---------------------------- _. -------------------------------------------------------------- ELEVATION VIEW 0 5 10 20 � O LOLO U SCALE: 1" = 10' .Mi PLAN VIEW o 20 40 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. 7opyripht 2005, Geomo Enterprises, Inc. Qr-opyripht 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 – 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 #57 STONE 8 -INCH ROCKWOOD CLASSIC UNITS FILLED WITH #57 STONE 4" PERFORATED HDPE PIPE. WEEPHOLE� OR DISCHARGE PIPES NOT REQUIRED FINISHED GRADE Geomo Enterprises, Inc. 3" MIN IMPERMEABLE FILL FINISH SYNTEEN GEOGRID REINFORCEMENT AS SHOWN ON SHEETS RW -3 TO RW -10 REINFORCED FILL -�f RETAINED FILL —J 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 LEGEND= REINFORCEMENT LENGTH = ELEVATION .----------- 8'[330.00'] ------------ o= SYNTEEN SF35 e 8'[330.00'] = SYNTEEN SF80 _-__ _ _- ._.,.. _ —. = FINISHED GRADE STA:0+20 = WALL STATION = g" ROCKWOOD EL:70.49' = TOP/CAP ELEV. CLASSIC UNIT ---= WALL PROFILE STA:0+30= WALL STA *"ON EL:67.49'= TOP OF LEVELING PAD ELEVATION rn � LO CO co -- = 8 [565 86'] -- � �• �"�,.�.. CO, 00 T 1 eM ^ 0000 U ------------------------- --- 8'[563.89'] ._.�r __ 1...- d J _ _ ----- . 1 E w ;1_ r ;1 1 ! ,�;i �:; L C14 w ---------------------- --- - -- - -- - - --� - - �- -_ 1. w w rn P4 ELEVATION VIEW 0 5 10 20 � O LOLO U SCALE: 1" = 10' .Mi Revisions: NO. O.: DATE 5/20/03 0 20 PLAN VIEW 40 80 EVAUMJ W-10 of 10 SCALE: 1" = 40' Geomo Enterprises, Inc. 12975 Hampton Forest Ct. Dho�rwr' Z.� No.: 3040 Fairfax, VA 22030 msi1: corn Rw*ion: ProJ�ot M NEW GRADING DATED XAMM, NOT FOR CONSTRUCTION 3131M HOLLYMEADE TOWN CENTER I 0 NOTES: REVISED PER NEW PUN, FOR CONSTRUCTION 2/17/05 ALBEMARLE COUNTY, VIRGINIA 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 1112105 E 2, PLAN VIEWS SHOWN ON THESE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY. ADDED WALL 5/7104 Title: ROCKWOOD RETAINING WALLS 3. THESE DRAWINGS ARE INTENDED FOR ELEVATION /PROFILE LAYOUT OF BLOCKS AND GEOGRIDS, AND ARE NOT INTENDED FOR PLAN LOCATION OF WALLS. REFER TO i� CL PLAN AND ELEVATION VIEW 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 W12M WALL 6, ANCHOR -8- (CONrD) Qr-opyripht 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 – 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 #57 STONE 8 -INCH ROCKWOOD CLASSIC UNITS FILLED WITH #57 STONE 4" PERFORATED HDPE PIPE. WEEPHOLE� OR DISCHARGE PIPES NOT REQUIRED FINISHED GRADE Geomo Enterprises, Inc. 3" MIN IMPERMEABLE FILL FINISH SYNTEEN GEOGRID REINFORCEMENT AS SHOWN ON SHEETS RW -3 TO RW -10 REINFORCED FILL -�f RETAINED FILL —J 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 LEGEND= REINFORCEMENT LENGTH = ELEVATION .----------- 8'[330.00'] ------------ o= SYNTEEN SF35 e 8'[330.00'] = SYNTEEN SF80 _-__ _ _- ._.,.. _ —. = FINISHED GRADE STA:0+20 = WALL STATION = g" ROCKWOOD EL:70.49' = TOP/CAP ELEV. CLASSIC UNIT ---= WALL PROFILE STA:0+30= WALL STA *"ON EL:67.49'= TOP OF LEVELING PAD ELEVATION rn � LO CO co CO, 00 T 1 eM ^ 0000 w � O w C14 w I—I w w rn P4 a � O LOLO U .Mi Revisions: NO. DESCRIPTION DATE M I 0 I C> E o Z � Z U � .L i� CL w I� o =E Om -� U a o t � 3 O LO O N 1`0 o cn CD C:) C) E-4 W E-' w o w � o � � w Q � F= Qi U o a_ M --I Sheet No: