2 3 1 1 WILSON BOULEVARD ARLINGTON VA 2 2 2 0 1 3 1 1 development team applicant michael foster, faia 2311 wilson boulevard, suite 200 arlington, va. 22201 {703) 703-524-6616 contact:

2 3 1 1

DEVELOPMENT TEAM

APPLICANT MICHAEL FOSTER, FAIA 2311 WILSON BOULEVARD, SUITE 200 ARLINGTON, VA. 22201 {703) 703-524-6616 CONTACT: MICHAEL FOSTER

ATTORNEY BEAN, KINNEY, KORMAN. 2300 WILSON BOULEVARD, SUITE 700 ARLINGTON, VA. 22201 {703) 525-4000 CONTACT: JON KINNEY, ESQUIRE

ARCHITECT MTFA ARCHITECTURE, INC. 2311 WILSON BOULEVARD, SUITE 200 ARLINGTON, VA. 22201 (703)-524-6618 CONTACT: MICHAEL FOSTER, FAIA

CIVIL ENGINEER/LANDSCAPE ARCHITECT VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200 McLEAN, VA. 22102 (703) 442-7800 CONTACT: BOB COCHRAN

TRAFFIC CONSULTANT WELLS & ASSOCIATES, LLC 1420 SPRING HILL ROAD SUITE 600 MCLEAN, VA. 22012 (703) 917-6620 CONTACT: ROBERT KOHLER

LEED CONSULTANT MTFA ARCHITECTURE, INC. 2311 WILSON BOULEVARD, SUITE 200 ARLINGTON, VA. 22201 (703) 524-6616 CONTACT: MEAGAN JANCY, AlA. LEED, AP.

WILSON ARLINGTON BOULEVARD - ' AMENDMENT TO APPROVED SITE PLAN 263

PRELIMINARY ADMINISTRATIVE REGULATION 4.1 SUBMISSION APRIL 18, 2011

PRELIMINARY ADMINISTRATIVE REGULATION 4.1 SUBMISSION JUNE 14, 2011

PRELIMINARY ADMINISTRATIVE REGULATION 4.1 SUBMISSION APRIL 19,2012

PRELIMINARY ADMINISTRATIVE REGULATION 4.1 SUBMISSION JUNE 22,2012

CONCEPT RENDERING ENGINEERS • PLANNERS • LANDSCAPE ARCHITECTS • SURVEYORS • GPS SERVICES

VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200•McLEAN, VIRGINIA 22102

(703)442-7800. FAX (703)761-2787 MclEAN, VA GERMANTOWN, MD

' VA 2 2 2 0 1

SHEET INDEX CIVIL

C-1 COVER SHEET

C-2A-B CERTIFIED SURVEY PLAT OVERALL

C-3 ILLUSTRATIVE SITE PLAN

C-3A OVERALL PLOT AND LOCATION PLAN - 4.1

C-3B

C-4

C-5

C-6

PRESENTATION PLAN

CONTEXT PLAN

AERIAL PLAN

EXISTING STREET SECTIONS - WILSON BLVD., N. ADAMS ST. & N. VEITCH ST.

C-7 PROPOSED STREET SECTION AND STRIPING PLAN - WILSON BLVD., N. ADAMS ST. & N. VEITCH ST.

C-8

C-9

C-10

C-11

STRIPING PLAN

STORM WATER MANAGEMENT PLAN AND COMPUTATIONS

TREE INVENTORY AND REPLACEMENT PLAN

TREE INVENTORY AND REPLACEMENT DATA

C-12 TREE INVENTORY AND REPLACEMENT DATA

ARCHITECTURE

A-101A

A-101B

A-101C

A-1010

A-201

A-202

A-203

A-204

A-301

A-302

A-310

A-311

A-312

AERIAL VIEW FROM SOUTH TO NORTH

AERIAL VIEW FROM EAST TO WEST

STREET VIEW MONTAGE WILSON BOULEVARD EAST TO WEST

STREET VIEW MONTAGE WILSON BOULEVARD SOUTHWEST TO NORTHEAST

PARKING PLANS LEVEL P3 AND P2

PARKING PLAN LEVEL P1

FLOOR PLANS LEVEL 1 AND 2

FLOOR PLANS LEVEL 3 TO 8 AND PENTHOUSE

BUILDING ELEVATIONS

BUILDING ELEVATION DETAILS

BUILDING SECTIONS

BUILDING SECTIONS - EAST AND WEST

STREET LEVEL AND MASSING CONTEXT

LANDSCAPE ARCHITECTURE

L-1 CONCEPT LANDSCAPE PLAN

L-2 LANDSCAPE DETAILS




0)

"' "0

'OJ

r--------r---------------------------------------------------------------i > ARLINGTON, VIRGINIA ~ VIKA REVISIONS

1 submission 4·18·11 DEPARTMENT OF ENVIRONMENTAL SERVICES m ~2~S~u~b~m~is~s~io~n~6~.1~4~.1l1-r----=-~~-------------------------=--=-------~-------=-=-----;~ 3 Submission 4.19.12 2311 WILSON B OU LEV AR D ~

INTERSECTION OF N. ADAMS ST AND

COVER SHEET WILSON BLVD ~

V\

SCALE HOR• VER•

DESIGNED --"'Mu.TFwA"---'If----- CHECKED c SUBMITTED DATE•

APRIL 1 2011

APPROVED DATE•

APPROVED DATE•

CHIEF 1RANSPORTA110N PlANNING BUREAU

APPROVED DATE•

CHIEF ENGINEERING BUREAU

APPROVED DATE•

CHIEF 1RANSI'ORTATION ENGINEERING BUREAU

APPROVED DATE• 1: !::

f-'N-'-'0:.:. . ..L..__:O:.:.A:.:T:::.E _L__ ____ ...:D::.::E'-"S""CR:.::I:.._PTI'-'-"'ON.,__ ____ ---l PR 0 JECT /FILE NO.

REVISIONS W7150D

CHIEf WA 1£R, SEI\£R & SlREElS BUREAU DIRECTOR OF ENVIRONMENTAL SERVICES d CONTRACT H- (L

/ SHEET C-1 SHEET C-1 OF C-12 0..

NOTES: 1. THE SUBJECT PROPERTIES SHOWN HEREON ARE IDENTIFIED ON ARLINGTON COUNTY TAX MAP NOS.

44-09 AND 44-13 AS REAL PROPERTY CODE NOS. (RPC) 15058015, AND 15059001 THROUGH 15059010 AND ARE ALL ZONED RC. SEE PROPERTY TABLE FOR OWNERSHIP AND LAND AREAS.

PROPERTY TABULATION

2. THE SUBJECT PROPERTIES SHOWN HEREON LIE IN ZONE "C" (AREAS OF MINIMAL FLOODING) AS SHOWN ON FLOOD INSURANCE RATE MAP (F.I.R.M.) ON COMMUNITY-PANEL 515520 0010 B, REVISED MAY 3, 1982 FOR ARLINGTON COUNTY, VIRGINIA.

3. THE HORIZONTAL DATUM SHOWN HEREON, VIRGINIA COORDINATE SYSTEM OF 1983 {VCS 83) IS BASED ON THE DATUM OF VIRGINIA STATE GRID NORTH (NAD 27) AS SET FORTH ON PLAT ENTITLED "PLAT SHOWING VACATION AND ABANDONMENT OF A PORTION OF NORTH CUSTIS ROAD FROM N. ADAMS ST. TO 348' SOUTH" PREPARED BY GORDON AND ASSOCIATES, DATED NOVEMBER 9, 1989 AND RECORDED IN DEED BOOK 2423 AT PAGE 290 AMONG THE LAND RECORDS OF ARLINGTON COUNTY, VIRGINIA. THE CONVERSION FROM NAD 27 TO VCS 83 WAS PERFORMED USING CORPSCON VERSION 6.0.1 SOFTWARE PROVIDED BY THE U.S. ARMY CORPS OF ENGINEERS.

RPC NO.

1505B015 15059001 15059002 15059003 15059004 15059005 15059006 15059007 15059008 15059009 15059010

ZONE OWNER

RC SMITH PROPERTY HOLDINGS WILSON LLC RC LOGAN-SISSMAN PARTNERSHIP RC OTTER EQUITIES LC RC DEER EQUITIES LC RC DEER EQUITIES LC RC OTTER EQUITIES LC RC LOGAN-SISSMAN PARTNERSHIP RC LOGAN-SISSMAN PARTNERSHIP RC OTTER EQUITIES LC RC OTTER EQUITIES LC RC OTTER EQUITIES LC

4. BOUNDARY SURVEY PROVIDED BY GORDON AND ASSOCIATES AND FIELD VERIFIED INSOFAR AS POSSIBLE BY VIKA, INC. ON JANUARY 25, 2008. THE SURVEY CONTROL ESTABLISH BY VIKA, INC. AND USED TO DETERMINE THE BOUNDARY HAS A HORIZONTAL PRECISION OF 1:185,000 WHICH EXCEEDS THE MINIMUM HORIZONTAL PRECISION OF 1:20,000 AS REQUIRED BY THE COMMONWEALTH OF VIRGINIA.

TOTAL SITE AREA

5. THE VERTICAL DATUM SHOWN HEREON IS BASED ON ARLINGTON COUNTY BENCHMARK #A-432, CHISELED CROSS ON P.C. OF CURB RETURN S.E. CORNER INTERSECTION WILSON BLVD. AND N. BARTON STREET - ELEVATION 232.66 AND RECOVERED AND ORIGINALLY TIED BY VIKA, INC. ON JUNE 28, 1995.

SURVEY CONTROL MONUMENTS

6. THE CONTOUR INTERVAL SHOWN HEREON IS 1'-0". 7. THE AVERAGE SITE ELEVATION TAKEN AT THE PERIMETER OF THE SUBJECT PROPERTY IS 234.98' 8. TITLE REPORT PROVIDED PORTIONS OF THE SUBJECT PROPERTY (SEE TITLE REPORT NOTES). 9. BUILDING HEIGHT CALCULATIONS BASED ON THE VERTICAL DIFFERENCE BETWEEN THE ROOF

ELEVATION AND THE AVERAGE SITE ELEVATION LISTED IN NOTE #7 ABOVE. 10. THE SUBJECT PROPERTY IS NOT LOCATED IN A HISTORIC DISTRICT PER ARLINGTON COUNTY LOCAL

HISTORIC SITES AND DISTRICTS MAP DATED 2004; HOWEVER, BUILDINGS LOCATED AT #2311 AND #2317 WILSON BOULEVARD ARE CATEGORIZED ON ARLINGTON COUNTY HISTORIC RESOURCES INVENTORY (HRI) AS MINOR (ALTERED SUBSTANTIALLY OVER TIME AND/OR NOT DISTINCTIVE EXAMPLES OF THEIR BUILDING TYPE). THE REMAINING BUILDINGS ON THE SUBJECT PROPERTY ARE NOT LISTED ON THE HRI.

11. THE SUBJECT PROPERTY DOES NOT LIE IN A RESOURCE PROTECTION AREA (RPA) PER ARLINGTON COUNTY STREAMS, WATERSHEDS, AND RESOURCE PROTECTION AREAS MAP DATED 2007.

TITLE REPORT NOTE: RPC NO. 15059005, 15059008, 15059010 TITLE REPORT PROVIDED BY STEWART TITLE GUARANTY COMPANY, COMMITMENT NO. A0700386-SG WITH AN EFFECTIVE DATE OF JULY 10, 2007 AND REVISED JULY 18, 2007 HAS BEEN INCORPORATED INTO THIS SURVEY.

THE FOLLOWING ITEM LISTED IN SCHEDULE B - SECTION II OF THE ABOVE-MENTIONED TITLE COMMITMENT APPEAR TO EFFECT THE SUBJECT PROPERTY BUT CANNOT BE GRAPHICALLY SHOWN HEREON DUE TO A LACK OF ADEQUATE SKETCHES, DIMENSIONS OR METES AND BOUNDS DESCRIPTION:

ITEM #03 - COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN DB 201 AT PG 196.

ITEM #04 - EASEMENT RECORDED IN DB 2455 AT PG 13. (EASEMENT FOR PUBUC PEDESTRIAN PASSAGE AND PARK PURPOSES, NO LOCAllON)

UTIUTY NOTE: lHE UNDERGROUND UTIUTY LOCATIONS SPECIFICALLY NOTED IN THE TABLE BELOW AND GRAPHICALLY SHOWN HEREON HAVE BEEN LOCATED FROM A COMBINATION OF FIELD SURVEY INFORMATION, AERIAL SURVEY LOCATIONS, AND/OR EXISTING DRAv.lNGS. lHE SURVEYOR MAKES NO GUARANTEES lHAT lHE UNDERGROUND UTIUTIES SHOWN COI.IPRISE ALL SUCH UTIUTIES IN lHE AREA, EllHER IN SERVICE OR ABANDONED. lHE SURVEYOR FURlHER DOES NOT WARRANT lHAT lHE UNDERGROUND UTIUTIES SHOWN ARE IN lHE EXACT LOCATION INDICATED ALlHOUGH HE DOES CERTIFY lHAT lHEY ARE INDICATED FROM lHE INFDRMA TION NOTED IN lHE TABLE BELOW WHIGH COMPRISES lHE RECORD INFORMATION OBTAINED BY lHE SURVEYOR. lHE SURVEYOR HAS NOT PHYSICALLY LOCATED lHE UNDERGROUND UTIUTIES, UNLESS SPECIFICALLY NOTED ON lHE DRAv.lNG. 1HE FOLLOWING UTIUTY COMPANIES HAVE BEEN SOLICITED FOR lHEIR PLANS AND RECORD UTIUTY DRAv.lNGS, USTED BELOW ARE SPECIFIC PLAN/SHEET NUMBERS OF DRAWINGS PROVIDED BY lHE UTIUTY COMPANY OR LACK OF RESPONSE IS NOTED.

UTILTY COMPANY - MISS UTIUTY IJ!l801701049

AT&:T MCI WORLDCOM VERIZON COMMUNICATIONS

WASHINGTON GAS

DOMINION VIRGINIA POWER

CABLE lV OF ARUNGTON

ARUNGTON COUNTY PUBUC WORKS ( WATER &; SEWER )

PLAN # / SHEET # 01-28-08 - NO F ACIUTIES ON SITE 02-01-08 - SKETCH PROVIDED 01-15-08 - SKETCH PROVIDED

01-22-08 - MAP NO. WG-10330

02-20-0B - SKETCH PROVIDED

NO RESPONSE AT lHIS TIME

WATER- MAP QUAD 44SW SEWER- MAP QUAD 44SW

lHE OWNER/DEVELOPER OF lHE SUBJECT PROPERTY IS RESPONSIBLE FOR OBTAINING INFORMATION AND COORDINATING v.11H ALL OlHER UTIUTIES NOT USTED IN lHE TABLE ABOVE. lHE OWNER/DEVELOPER IS ALSO RESPONSIBLE FOR CONTACTING "MISS UTIUTY" 48 HOURS PRIOR TO CONSTRUCTION.

LEGEND OF SYMBOLS, LINE TYPES AND ABREVIA TIONS:

PT# 900 905 906 910 911 912

BUILDING LINE [!)CATV PED CABLE TELEVISION PEDESTAL

------------- BUILDING RESTRICTION LINE Q!IIH UNKNOWN UTILITY MANHOLE ·-c-·-c-·-c CABLE TELEVISION CONDUIT e WELL

- - CENTERLINE El1 WATER METER ·-E-·-E-·-E ELECTRICAL CONDUIT ® WATER MANHOLE

EDGE OF PAVEMENT Ill WATER VALVE -------------- INGRESS-EGRESS EASEMENT ~ BENCHMARK ----------- STORM DRAIN EASEMENT •BDl. BOLLARD

--------------- SEWER EASEMENT + DRILL HOLE

--------- SIGHT DISTANCE EASEMENT ® BRASS DISC

--------------- WATER AUTHORITY EASEMENT &. TRAVERSE STATION -x-x-x-x-x-x- FENCE LINE o'PF IRON PIPE FOUND ---------100---------- INDEX CONTOUR o- IRON RE-BAR FOUND ---------------1 01 -------------------- INTERMEDIATE CONTOUR E!)Pl<NF PK NAIL FOUND

-G-·-G-·-G NATURAL GAS CONDUIT ()PH PARKING METER OHV OHV DHV OVERHEAD WIRES 0 CATCH BASIN RIM -P-·-P-·-P TELEPHONE/COMMUNICATIONS CONDUIT ....,... SIGN POST -- PROPERTY LINES •"" WOOD POST

--------- PUBLIC UTILITIES EASEMENTS ====-8" SAN======== SANITARY SEWER CONDUIT

=========:24• RCP============ STORM DRAIN CONDUIT MAJOR VEGETATION LINE (TREES)

·-V-·-\1--·-V WATER CONDUIT

NORTHING 7,010,576. 837 7,010,876. 602 7,010, 767.348 7, 010, 916. 148 7,010,999. 501 7,010,725. 215

0<»

<Dl ~ CE> l1 -6-.. © .., [l;J

¢-PHN

l!IPED

~ (Sl lEI • 0

EASTING 1 L B85, 056. 789 11,884,835.554 11. 885, 004. 283 11,885,092.586 1 L 885, 336. 824 11, 8B5, 363. 311

SANITARY CLEANOUT STORM DRAIN MANHOLE

ELEV 231. 82 236. 56 236, 09 239. 82 232. 83 236. 15

ELECTRICAL JUNCllON BOX ELECTRICAL MANHOLE FIRE DEPARTMENT CONNECTION FIRE HYDRANT GROUND LIGHT/FLOOD UGHT GAS MANHOLE GUY POLE GAS VALVE LIGHT POLE PHONE PEDESTAL PHONE MANHOLE UTILITY POLE SANITARY MANHOLE TRAFFIC CONTROL BOX TRAFFIC SIGNAL POLE TREE

ON-SITE PARKING TAB• CURVE SURFACE SPACE DB PG AREA( Sf) AREA <AC> - REGULAR SPACES 32 C1

- HANDICAP 0 C2 3098 134 74,800 1. 71717 TOTAL PARKING 32 C3 1968 1539 3,893 o. OB937 C4 2795 128 4,965 o. 1139B 2804 1062 5, 772 0. 13251 C5 2804 1062 5, 081 o. 11664 4129 1789 4,861 0. 11159 2407 802 1, 212 0. 02782 2407 802 899 o. 02064 4129 1789 1, 145 0. 02629 2795 128 402 0. 00923 4129 1789 5,255 o. 12064

108,285 2.48588

EX. I I I I I It EXISTING CONC. .... ' CONCRETE C. B. I I 0 I I I CATCH BASIN C&G 'I I I ••• ' CURB AND GUTTER !NV. I I 0 I I 0 I INVERT OF PIPE S/W .... , ... SIDEWALK BLDG. 0 0 I 0 I 0 BUILDING STY. 0 I I I I 0 STORY DMH ...... STORM DRAIN MANHOLE SMH ...... SANITARY SEWER MANHOLE TRV . I 0 •••• ' ELECTRICAL TRANSFORMER DB. I I I I 0 I I I DEED BOOK PG. .... ' ' .. PAGE ASPH. 0 I 0 I 0 I ASPHALT F. F. ...... FINISHED FLOOR ELEVATION ESMT. • 0 ••• ' EASEMENT RCP I I 0 f I I REINFORCED CONCRETE PIPE CMP I I I o I 0 CORRIGATED METAL PIPE SAN. SEW. .. SANITARY SEWER STM. DRN . '' STORM DRAIN BRL I.'.' ••• BUILDING RESTRICTION LINE R/W •... , .. , RIGHT-OF-WAY RTE. 0 I I I I I ROUTE

CURVE TABLE LENGTH RADIUS DELTA TANGENT CHD BRG CHORD 11.68' 5.00' 133"49'08" 11.73' N48'17'18"E 9.20' 18.50' 61.00' 17"22'26" 9.32' N09"57'11 "W 18.43' 42. 77' 18.00' 136"07'22" 44.69' N03"21 '23"E 33.40' 27.32' 591.14' 2"38'51" 13.66' S68"08'11"W 27.31' 25.11' 604.64' 2"22'47" 12.56' S69"25'oo"w 25.11'

DESCRIPTION OF

ALL OF LOTS A, B, C LOTS 1 THROUGH 4, AND 1 0 THROUGH 12

AND PART OF LOT 9 BLOCK 1

VICINITY MAP SCALE: 1" = 1000'

PRESTON'S ADDITION TO AURORA HEIGHTS O.B. 181 PG. 155 AND D.B. 414 PG. 520

AND ALL OF VACATED PORTIONS OF NORTH CUSTIS ROAD

BEING OUTLOTS 1, 2, C, D AND E D.B. 2407 PG. 802 AND 2423 PG. 290

AND ALL OF PARCEL H

BLOCK 11 AURORA HEIGHTS

D.B. 3091 PG. 2053 ARLINGTON COUNTY, VIRGINIA

BEING ALL OF LOTS A, B, C AND LOTS 1 THROUGH 4, AND 10 THROUGH 12 AND PART OF LOT 9, BLOCK 1, PRESTON'S ADDITION TO AURORA HEIGHTS AS RECORDED IN DEED BOOK 181 AT PAGE 155 ANO DEED BOOK 414 AT PAGE 520 AND ALL OF THOSE VACATED PORTIONS OF NORTH CUSTIS ROAD BEING OUTLOTS 1, 2, C, D AND E AS RECORDED IN DEED BOOK 2407 AT PAGE 802 AND DEED BOOK 2423 AT PAGE 290 AND ALL OF PARCEL H. BLOCK 11, AURORA HEIGHTS AS RECORDED IN DEED BOOK 3091 AT PAGE 2053, ALL AMONG THE LAND RECORDS OF ARLINGTON COUNTY, VIRGINIA AND BEING MORE PARTICULARLY DESCRIBED IN THE MERIDIAN OF THE VIRGINIA COORDINATE SYSTEM OF 1983 (VCS 83) AS FOLLOWINGS:

BEGINNING AT A POINT MARKING THE INTERSECTION OF THE NORTHERLY RIGHT OF WAY LINE OF WILSON BOULEVARD (WIDTH VARIES) AND THE EASTERLY RIGHT OF WAY LINE OF NORTH ADAMS STREET (WIDTH VARIES), SAID POINT MARKING THE SOUTHWESTERLY CORNER OF THE AFORESAID LOT B. BLOCK 1, PRESTON'S ADDITION TO AURORA HEIGHTS (D.B. 414, PG. 520); THENCE LEAVING SAID INTERSECTION AND RUNNING WITH A PORTION OF THE EASTERLY RIGHT OF WAY LINE OF NORTH ADAMS STREET FOUR (4) COURSES AND DISTANCES:

1.) NORTH 18"38'05" WEST, 110.00 FEET TO A POINT; THENCE 2.) NORTH 79'33'55" EAST, 3.03 FEET TO AN IRON PIPE (FOUND); THENCE 3.) NORTH 18"38'05" WEST, 77.63 FEET TO A POINT; THENCE 4.) 11.68 FEET ALONG THE ARC OF THE TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 5.00

FEET AND A CHORD BEARING AND DISTANCE OF NORTH 48"17'18" EAST, 9.20 FEET TO AN IRON PIPE (FOUND) LYING ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF NORTH CUSTIS ROAD (38 FEET WIDE); THENCE RUNNING WITH A PORTION OF SAID SOUTHWESTERLY RIGHT OF WAY LINE OF NORTH CUSTIS ROAD

5.) SOUTH 64'47'21" EAST, 0.75 FEET TO A POINT MARKING THE SOUTHWESTERLY CORNER OF THE AFORESAID OUTLOT "C" (O.B. 2423, PG. 290); THENCE RUNNING WITH A PORTION OF VACATED AND ABANDONED NORTH CUSTIS ROAD THE FOLLOWING TWO (2) COURSES AND DISTANCES:

6.) NORTH 18"38'05" WEST, 31.80 FEET TO A POINT; THENCE 7.) 18.50 FEET ALONG THE ARC OF THE TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 61.00

FEET AND A CHORD BEARING AND DISTANCE OF NORTH 09"57'11" WEST, 18.43 FEET TO A POINT LYING ON THE NORTHEASTERLY RIGHT OF WAY LINE OF THE AFORESAID NORTH CUSTIS ROAD; THENCE RUNNING WITH A PORTION OF SAID NORTHEASTERLY RIGHT OF WAY LINE OF NORTH CUSTIS ROAD

8.) NORTH 64'47'21" WEST, 0.37 FEET TO A POINT; THENCE LEAVING SAID NORTHEASTERLY RIGHT OF WAY LINE OF NORTH CUSTIS ROAD AND RUNNING WITH A PORTION OF THE VACATED AND ABANDONED SOUTHERLY RIGHT OF WAY LINE 16TH STREET NORTH (D.B. 2532, PG. 341) THE FOLLOWING TWO (2) COURSES AND DISTANCES:

9.) 42.77 FEET ALONG THE ARC OF THE TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF

10.)

11.)

12.) 13.) 14.)

15.) 16.)

17.) 18.) 19.)

18.00 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 03'21'23" EAST, 33.40 FEET TO A POINT; THENCE

NORTH 71'22'09" EAST, 380.36 FEET TO A POINT LYING ON THE WESTERLY RIGHT OF WAY LINE OF NORTH VEITCH STREET (WIDTH VARIES); THENCE RUNNING WITH A PORTION OF SAID WESTERLY RIGHT OF WAY LINE OF NORTH VEITCH STREET

SOUTH 06"41'21" EAST, 325.66 FEET TO A POINT MARKING THE INTERSECTION OF THE AFORESAID WESTERLY RIGHT OF WAY LINE OF NORTH VEITCH STREET AND THE AFORESAID NORTHERLY RIGHT OF WAY LINE OF WILSON BOULEVARD; THENCE LEAVING SAID INTERSECTION AND RUNNING WITH A PORTION OF SAID NORTHERLY RIGHT OF WAY LINE OF WILSON BOULEVARD THE FOLLOWING EIGHT (8) COURSES AND DISTANCES:

SOUTH 78'03'39" WEST, 29.78 FEET TO A POINT; THENCE NORTH 64'47'21" WEST, 61.87 FEET TO A POINT; THENCE 27.32 FEET ALONG THE ARC OF THE NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 591.14 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 68"08'11" WEST, 27.31 FEET TO A POINT; THENCE

SOUTH 64'47'21" EAST, 18.65 FEET TO A POINT; THENCE 25.11 FEET ALONG THE ARC OF THE NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 604.64 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 69"25'00" WEST, 25.11 FEET TO A POINT; THENCE

SOUTH 64"47'21" EAST, 11.02 FEET TO A POINT; THENCE SOUTH 10"30'52" EAST, 10.01 FEET TO A POINT; THENCE SOUTH 79"33'55" WEST, 235.81 FEET TO THE POINT OF BEGINNING CONTAINING 108,285 SQUARE FEET OR 2.48588 ACRES IF LAND.

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NORTH GRAPHIC SCALE

( tN FEIIT ) I Inch • 25 !t.

ARLINGTON, VIRGINIA DEPARTMENT OF ENVIRONMENTAL. SERVICES

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EN GINEERS . PLANNERS . LANDSCAPE ARCHITECTS·• SURVEYORS . GPS SERVICES

VIKA INCO RPORATED 8180 GREENSBORO DRIVE SUITE 200 • McLEAN, VIRGINIA 22102

(703)442-7800 • FAX (703)761-2787 McLEAN, VA GERMANTOWN, MD

LENGTH

11.68' 18.50' 42.77' 27.32' 25.11'

CURVE TABLE RADIUS DELTA TANGENT

5.00' 133'49'08" 11.73' 61.00' 17"22'26" 9.32' 18.00' 136'07'22' 44.69' 591.14' 2'38'51" 13.66' 604.64' 2'22'47" 12.56'

SITE TABULATIONS: TOTAL SITE AREA: 108,285 SF OR 2.48588 AC. EXISTING ZONES: R-C COVERAGE: 51,065 SF± OR 47%

NOTE:

CHD BRG CHORD

N48'17'18"E 9.20' N09'57'11'W 18.43' N03'21'23"E 33.40' S68'08'11"W 27.31' S69'25'00"W 25.11'

!. UTiliTY INFORMATION OBTAINED FROM RECORDS AND FIELD SURVEY. 2. DATUM: SEE CERTIFIED SURVEY PLAT SHEET C-2. 3. CONTOUR INTERVALS: 2 FEET.


4. THE SUBJECT PROPERTY SHOWN HEREON IS IDENTIFIED ON ARliNGTON COUNTY TAX ASSESSMENT MAP NO. 44-9 AND 44-13 (SEE SHEET C-2 FOR RPC NUMBERS) AND IS ZONED R-C.

5. AVERAGE SITE ELEVATION= 235.415' 6. FINAL LOCATION OF PROPOSED UTiliTIES TO BE DETERMINED AT FINAL ENGINEERING. 7. THERE WILL BE NO PUBLIC STREET OR RIGHT OF WAY DEDICATIONS. B. SEE SHEETS C-10 THROUGH C-12 FOR TREE PRESERVATION AND REPLACEMENT TABULATIONS. 9. TRANSFORMER AND SWITCH GEAR UNITS ARE TO BE LOCATED AS SHOWN ON PLOT AND LOCATION PLAN

SUBJECT TO FINAL ENGINEERING DESIGN AND COORDINATION WITH DOMINION VIRGINIA POWER CO . 10. SEE SHEETS C-6 AND 7 FOR EXISTING AND PROPOSED ROADWAY SEcnONS. 11. SEE SHEET L-1 AND L-2 FOR PROPOSED LANDSCAPE PLAN AND DETAILS. 12. SEE ARCHITECTURAL PLANS SHEETS A-201 AND A-202 FOR PARKING DETAILS.

UTILITY NOTE: THE UNDERGROUND UTILITY LOCATIONS GRAPHICALLY SHOWN HEREON HAVE BEEN LOCATED FROM A COMBINATION OF FIELD SURVEY INFORMATION, AERIAL SURVEY LOCATIONS, AND/OR EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE All SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTIUTIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE INDICATED FROM THE RECORD INFORMATION OBTAINED BY THE SURVEYOR. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILffiES, UNLESS SPECIFICALLY NOTED ON THE DRAWING.

STORMWATER MANAGEMENT NOTE STORMWATER TREATMENT AND DETENTION TO BE PROVIDED IN FACiliTIES LOCATED WITHIN A PORTION OF THE PROPOSED TRIANGULAR STRUCTURE'S BASEMENT FOOTPRINT. SEE SHEET C-9 FOR DETAILS.

SYMBOL DENOTES PEDESTRIAN ENTANCE

STREET TREE (Ti'P.)

20' MIN SIDEWALK ON WILSON BOUtEVARD (F.O.B. TO F.O.C.) 11' MIN SlOEWALK ON NORTH ADAMS ST.

ARLINGTON CO. STANDARD CURB & GUTIER

ARL CO SID CONCRETE SIDEWALK

. ' 2% MAX.

BUILDING FACE

~---- SFT. 111DE TREE PIT TYPICAL '-------'

TYPICAL STREETSCAPE DETAI L NOT TO SCALE

NORTH GRAPHIC SCALE

( IN FEET ) 1 inch = 25 ft

AR LINGTON, VIRGINIA DEPARlMENT OF ENVIRONMENTAL SERVICES

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2311 WILSON BOULEVARD INTERSECTION OF N. ADAMS ST AND WILSON

PLOT AND LOCATION PLAN BLVD

MTFA I CHECKED RC

APPROVED DATE1 APPROVED

APRIL 18, 2011 CHIEF TRANSP~TATION PLANNING BUREAU CHIEF TRANSPORTATION ENGINEERING BUREAU

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VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200.McLEAN, VIRGINIA 22102

(703)442- 7800 • FAX (703)761- 2787 McLEAN, VA GERMANTOWN, MD

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INTERSECTION OF N. ADAMS ST AND WILSON

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CHECKED

CHIEf TRANSPORTATION EN~NEERING BUREAU APPROVED DATE1

APPROXIMATE SCALE: 1 "=1 oo·

ENGINEERS • PLANNERS • LANDSCAPE ARCHITECTS • SURVEYORS • GPS SERVICES

VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200. ~cLEAN, VIRGINIA 22102


INTERSECTION

DECEMBER 2010

CHIEF SE\\Ul &: STREETS BUREAU


NORTH

CHECKED XXX

CHIEF TRANSPORTATION PLANNING BUREAU

CHIEF ENGINEERING BUREAU

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7.1'± 11.3'±

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10.4'±

TRAVEL LANE

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EXISTING BUILDING

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TRAVEL LANE LEFT LANE

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TRAVEL LANE

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TREE PIT

17.6'±

31.6'±

EXISTING SECTION C-C NORTH VEITCH STREET 1 "= 10"

EXISTING BUILDING

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VIKA REVISIONS

CHIEF

100 200

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2311 WILSON BOULEVARD INTERSECTION OF N. ADAMS ST AND WILSON BLVD

EXISTING STREET SECTIONS

APRIL 1, 2011 CHIEF TRANSPORTATION PLANNING BUREAU CHIEF

DATE•

SEWER & STREETS BUREAU CHIEF ENGINEERING BUREAU

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EXISTING BUILDING

3.5'±

S!DEWALK

14.5'± B'± 10'±

TRAVEL LANE

10'±

TRAVEL LANE

36'±

PROPOSED SECTION A-A NORTH ADAMS STREET

PROPOSED BUILDING OVERHANG ALONG S!DEWALK ON WILSON BLVD:

5' IN THE CORNER OF WILSON BLVD. AND N. ADAMS STREET. 5' ALONG MOST OF THE

WILSON BLVD. FRONTAGE TO THE MAIN BLDG. ENTRANCE AND THEN IT ANGLES OUT TO 7.75' IN THE NORTHEAST CORNER OF THE BUIILDirlG-----,.--f

PROPOSED BUILDING

4.8'±

PROPOSED UMITS OF UNDERGROUND GAI\A~!E'-------1

21'± F.O.C. TO F.O. GLASS

8'± 5'± PKG BIKE .

1.5'± GUTTER (TYP.)

CURB(TYP)

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43"±

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PROPOSED BUILDING OVERHANG ALONG SIDEWALK ON NORTH ADAMS ST: 1' ALONG MOST OF NORTH ADAMS ST .. ANGLES OUTTO 6.5'AT THE CORNER OF WILSON BLVD. AND NORTH ADAMS STREET,

PROPOSED BUILDING

111 =10'

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PROPOSED SECTION B-B WILSON BOULEVARD 111 =10'

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TREE PIT

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PROPOSED SECTION C-C NORTH VEITCH STREET 111 = 1011

EXISTING BUILDING

VICINITY MAP SCALE : 1" = 1000'

NORTH CROSS SECTION LOCATION KEY

" 0 " 50 '" @ 200

GRAPHIC SCALE

~~-~-~--..... '~1 ~~~~~~

ENGINEERS . PLANNERS • LANDSCAPE ARCHITECTS • SURVEYORS • GPS SERVICES

VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200 . McLEAN, VIRGINIA 22102

(703)442- 7800 a FAX (703)761 - 2787 McLEAN, VA GERMANTOWN, MD

REVISIONS

( IN FEET ) 1 inch = 50 fl.

VIKA REVISIONS ARLINGTON, VIRGINIA DEPARTMENT OF EN~RONMENTAL SER~CES

2311 WILSO N BOULEVARD

PROJECT/FILE NO.

VV71508

INTERSECTION OF N. ADAMS ST AND WILSON BLVD

PROPOSED STREET SECTIONS I

DATEI

APRIL 1, 2011 ENGINEERING BUREAU

SEWER&. STREETS

CONTRACT H-SHEET C-7

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VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200 • McLEAN, VIRGINIA 22102

{703)442-7800 • FAX {703) 761 - 2787 Mcl EAN, VA GERMANTOWN, MD

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SEE SHEET C-6 AND C-7 FOR STREET SECTIONS

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DEPARTMENT OF ENVIRONMENTAL SERVICES 8 ~~~~~~~--~~~~~77~~~~~~~~~~~~~~~~~---j~

2311 WILSON BOULEVARD ~ INTERSECTION OF N. ADAMS ST AND WILSON BLVD ;l

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STRIPING PLAN !G

DESIGNED -..OO..U"'---+------ CHECKED --"'~-+-------

DATE I DATE I

APRIL 18, 2011 ENGINEERING BUREAU

SEWER &: STREETS NO.

l--------~l_ __ jLL_ __ ~ __ Jlj_ __ L_ ______________________________________________________________ _} __ ~l_~~_L __ _l~~~~-~----~~~------_L------------~~~~--------------j_ __ '!_V7~1~~~D:__j __________ l_ ______________ ~s~HE=ET~C~8~----_j~uJ~~~~_j;"-"-/ REVISIONS

ONSITE DETAINED

ONSITE UNDETAINED

-- -- --- -- - -- - --- -- - -- - --- -- - -- -- ...-:::_ ---- - --- - -- -- - -- - -- - -- - - -- - -- - -- - -- -- - -- -- - -- - -- - --- - -- - -- - - -- - -- - -- -- - -- - - -- - - - -- - -- -- - - -- - - -- - -- -- - - -- - - -- - - - -- - -- -- - - -- - - - -- - - -- - - - -- - -- -- - - -- - - - -- - -- - -- - - -- -- -- -- - - - -

UMITS OF DIS11JREIANC:E-_

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• • • LIMITS OF DISTURBANCE WITHIN SITE BOUNDARY

--- LIMITS OF DISTURBANCE

EASEMENT AREA

BUILDING FOOTPRINT= 22,062 (0.5065 AC)

- --

ONSITE DETAINED

ONSITE UNDETAINED

STORMWATER DETENTION

ARI.INGfON COUNTY STORMli.TATER DETENTION CALCULATION

1. SITE DESCRIPTION: 2311 Wilson Blvd ENTER 1 FOR FOUR MILE WATERSHED OR

2 FOR POTOMAC WATERSHED·

LOCATION: POTOMAC WATERSHED

TOTAL AREA = 1. 18 Ac.

EASEMENT FOR PUBLIC STREET AND SIDEWALK =

AREA REQUIRED FOR DETENT: 1 05 Ac.

EXISTING CONDITION: BUILDINGS AND ASPHALT IMPERVIOUS AREA = 0 70 PERVIOUS AREA= 0.35

TOTAL AREA .:: 1. 05

COMPOSITE "C" ~ 0 . 7 0

PROPOSED CONDITION

IMPERVIOUS AREA= 0.71 PERVIOUS AREA = 0 34

TOTAL AREA = 1 '0 5

COMPOSITE "C" = 0 '80

TIME OF CONCENTRATION= 5 MIN.

RAINFALL INTENSITY I10= = 6 79 IN/HR

I100= 9. 10 IN/HR

2 PREDEVELDPED RUN-OFF:

C = 0. 2 0 {SPECIFIED BY ORDINANCE)

C = 0.45 BY PARTIAL WAIVER

Q1 0 ~ 3. 21 CPS

3. UNDETAINED FLOW :

UNDETAINED AREA ~

UNDETAINED "C" POST DEV

Q10 ~

0.21 AC.

0 76

1. 08 CFS

4. PUBLIC ACCESS EASEMENT AREA PASSING THRU THE DETENTION FACILITY UNDETAINED AND OFF-SITE AREA UNDETAINED

EASEMENT AREA ~

EASEMENT "C" POST DEV. ==

0. 13

0.89 OFF-SITE AREA == 0. 14

OFF-SITE "C" POST DEV. == 0. 59

2

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0.74 9.10 IN/HR '~~

1. 8 4 CFS

5. ALLOWABLE RELEASE RATE:

0. 13 Ac

0.7X09+

1.05

0.71 X ll.9 +

1.05

___ _Q~_l _y. 0 . 9~+ --

0.21

0.13X09+

0.1318

0.07 X 0.9 +

0.1433

0.2751 Ac.

Q ALLOWABLE ~ (QlO) PRE - (QlO) POST UNDETAINED FROM #3 Q ALLOWABLE ~ 3.21

6. STORAGE VOLUME REQUIRED: DETAINED AREA == 0.60 AC. '~~ 0.90 ==

0.24 AC. ""0.60·=

TOTAL A'"C = COMPOSITE "C" = 0.81

1. 08 2.13 CFS ACTUAL RELEASE RATE 1 . 80 CPS

0.840 AC.

0 . 54

0 '14

0.684 IHPERVIOUS AC.

0 . 35 X 0. 3 0

u . 34 x o. 6 o•

0.1 X 0.60.

0.00 X 0.60.

0.07 X 0.30

TIME TIME I 10 IMP AC Q 10 VOL. IN DISCHARGE VOL. STORAGE

(MIN I (SEC. I (IN/HR) (A•C) (CPS) (CF) (CFS) (CF) (CF) 5 300 6.79 0,684 4.644 1393 1.80 540 853

10 600 5.47 0.684 3.741 2245 1.80 1.080 1,165 15 900 4.63 0.684 3.167 2850 1.80 1,620 1,230

20 1200 4.05 0.684 2.770 3324 1.80 2.160 1,164

25 1500 3.61 0.684 2.469 3704 1.80 2,700 1.004

30 1800 3.27 0.684 2.237 4026 1 80 3,240 786

35 2100 3.00 0.684 2.052 4309 1.80 3.780 529

40 2400 2.78 0.684 1.902 4564 1 80 4,320 244

50 3000 2.43 0.684 1.662 4986 1 80 5,400 {414)

60 3600 2.18 0.684 1.491 5368 1 80 6,480 (1.112)

90 5400 1.68 0.684 1.149 6205 1 80 9.720 (3,515)

120 7200 1 39 0.684 0.951 6845 1.80 12,960 (6,115)

180 10800 1.05 0.684 0.718 7757 1.80 19.440 (11,683)

*'~~'~~'~~'~~* DISCHARGE BASED ON ACTUAL ORIFICE RATE OF FLOW *~'~~'~~*""

CONCLUSION: MAX STORAGE--- 1230 C.F. AT 15 MIN (10- YEAR)

STORM WATER VAULT: MAX STORAGE= 1,350 CF AREA OF VAULT= APPROXIMATELY 460 SF

SIDEWALKS, PATHS, VAULTS=14,402 SF (0.3306 AC) IMPERVIOUS AREAS= 36,789 SF (0.8446 AC)

VEHICLE RELATED PAVEMENT= 325 SF (.0075 AC)

D PERVIOUS AREAS= 14,512 SF (0.3331 AC)

LOD within site= 51,301 sf (1.18 AC)

STORMWATER MANAGEMENT NARRATIVE: TOTAL SITE= 108,286 sf (2.4859 AC) LOD (WITHIN SITE) = 51,301 sf (1.18 AC) TOTAL LOD (INCLUDING R.O.W.)= 64,303 sf (1.48 AC) STORMWATER MANAGEMENT FOR THIS SITE WAS LIMITED TO THE DISTURBED AREA AS THE EASTERN PORTION OF THIS SITE IS EXISTING AND NO CHANGES ARE PROPOSED WITH THIS PORTION AT THIS TIME. THE GRAPHIC ON THIS SHEET IS REPRESENTATIVE OF 1.18 AC. BEING COUNTED TOWARDS STORMWA TER MANAGEMENT REQUIREMENTS. AN UNDERGROUND DETENTION VAULT IS PROPOSED AT THE SOUTHERN PORTION OF OUR SITE ALONG WILSON BOULEVARD. THE STORMWATER VAULT PROPOSED WITH THIS PLAN WILL BE PRIVATELY OWNED AND MAINTAINED.

ENGINEERS PLANNERS LANDSCAPE ARCHITECTS SURVEYORS.GPS SERVICES



WATER QUALITY VICINITY MAP SCALE: 1" = 1000'

Arlington County Chesapeake Bay Preservation Ordinance

Stormwater Requirements Worksheet

WE HEREBY REQUEST AN ADMINISTRATIVE EXCEPTION AS DESCRIBED IN SECTION 4.2 OF THE INTERIM GUIDANCE MANUAL TO THE ARLINGTON COUNTY CHESAPEAKE BAY PRESERVATION ORDINANCE. IF ONSITE VEHICLE RELATED PAVEMENT COMPRISES LESS THAN 10% OF THE TOTAL SITE IMPERVIOUS COVER AND IS LESS THAN 10,000 SF, A WATERSHED MANAGEMENT FUND CONTRIBUTION MAY BE MADE IN LIEU OF PROVIDING BMP TREATMENT.

FOR THIS DEVELOPMENT, THE TOTAL SITE IMPERVIOUS COVER IS 36,789 SF. THE VEHICLE RELATED PAVEMENT IS 325 SF, WHICH IS ONLY 0.9% OF THE TOTAL IMPERVIOUS COVER AND IS LESS THAN 10,000 SF. THEREFORE, THE SUBJECT DEVELOPMENT MEETS THE CRITERIA OF THIS EXCEPTION.

NORTH GRAPHIC SCALE

25 0 12.5 2.5 50 100

I ··---'~1~-~~~~:J~

INTERSECTION

SWM

( IN FEET ) 1 inch = 25 ft.

OF N. ADAMS ST AND WILSON BLVD

P COMPUTATIONS DESIGNED _ ___.,_KRwB"----+1---- CHECKED

APRIL 18, 2011

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----- TREE PROTECT!ON ! SUPER SILT FENCE

NOTES: 1. OFFS!TE lOCATION! INVENTORY OF TREES IS FROM F!ElO OBSERVATION.

2. THlS PLAN !S FOR EXISTlNG TREE INVENTORY AND PERSERVAT!ON PLAN ONLY,

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ARLINGTON DEPARTMENT OF

ViRGINIA LIC WORKS

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0,88 ..•••. 4.58 . ·• . ·. ·.·

. .·. . . ... ···•·.

0.65 tt88 . 4.56 ! Presitrve ... ... . ........ ·.···.: . . .. •. . . • . .. . •.. ·.· . i

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v ~ ',., a 8 0.65 {t88 •·•· •·• 4.58 i Preservit . f\0\J$1.1 ~V\:j' .. ·. · ·. · . .· · ! .

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$ i OA:!5 : 0.55 •. .. . 3.22 : .·· . ... . ..

.. ' .· I

tU~O 0.55 .·· 2.S7 1 • Preserve .• . .· . ..•. .· •• . ·. i.

. . .•.. · •. i

0.85 . . . 0.80 .·.. <!.08 . i Preserve > ..•.•..• · .•.•.•. · .. ·. <

. . . .... 0.63 . . 0.80 . 2.02

..... .. .. . .. ·. ... ... . .... 4

..... . ... · .·· .... · .. · ... .. . . . :

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Zelkova serrata, ' Japil%10se Ze!kova '

Que rc.us pa!ustris, ' Pin Oak

.... . ...

i Quercus pa!ustris, Pin Oak

Quercus palustris, Pin Oak

Quercus paius\rls, Pin Oak

' Q~rcu~ pai~~tris, ... Pin Oak

Quercus palust/'i.s, Pin Oak

Cupressocypari..s leyk!oo!!, Leyland

""· Cupressocypar!s leyiam:W, Leyland

C,y, Cupressocyparis !eyiandii, Leyland

C• Cornus kt:n:.~sa,

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" "

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r, .

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0.65

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2 OA:\0 i 0.60 0.72

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Preserve ( off .. site)

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...... . ..... · .. ·.· . . F?EVI.::>I Ul\1:::>

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·'VH\A REViSiONS 1 ;:;J . $U~ 4/1 3 i!l 4.'. Rf:S~.m u1< ... /'7/1 ...

.2/15'/ il.•t2. .... . ' .

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8 ~I~~L VIEW - SOUTH

M T FA archltecture inc ..

• • • • • • • • • • • • • • • •

architecture Interiors planning

2311 Wilson Blvd. Ar1ington, VA 22201 703-524-6616 Fax: 524-6618 mtfa.net

The Clean Technology Center, CTC 2311 Wilson Boulevard Arlington, VA 22201

Civil

VIKA INCORPORATED 8180 Greensboro Drive, Suite 200 Mclean, VA 22102 703.442.7800

Job# 10032

Date: Issue: L:. 06/14/11 4.1 SUBMISSION

09/29/11 TRANSPORTATION REVIEW SET

04/19/12 4.1 RESUBMISSION


0 12.5 25 50 FT

SCALE: Drawn: Checked:

PAJ MTF Scale:

NA Sheet TiUe:

AERIAL VIEW

@ MTFA2012 ALL RIGHTS RESERVED

Sheet#

A101a

8 ~~~!~L VIEW - EAST

MTFA archit:ect:ure inc.

• • • • • • • • • • • • • • • •

architecture interion planning

2311 Wilson Blvd. Arlington, VA 22201 703-524-6616 Fax: 524-6618 mtfa.net


Civil


Job# 10032

Date: Issue: L 06/14/11 4.1 SUBMISSION


04/19/12 4.1 RESU BMISSION

06/22/12 4.1 RESU BMISSION

0 12.5 25 50 FT


PAJ MTF Scale:

NA Sheet TiHe:

AERIAL VIEW

@MTFA2012 ALL RIGHTS RESERVED

Sheet#

A101b

r--,...__

~-...___ -- r--l

t 1

~·--:, "'--..... ,....

'- '-f-.-_ ~ L~ <- t-t----

r----' r--:,...._ -t---- ~---~----- --r-'--- ---1-----t____

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1-

r-- --f-. - --l

--

t-

1- - --f..-.--1_

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8 ~!.~;oN BOULEVARD MONTAGE

- ·

M T FA archit:ect:ure inc.

• • • • • • • • • • • • • • • •

architecture interiors planning

2311 Wilson Blvd. Arlington, VA 22201 703-52~616 Fax: 524-6618 mtfa.net


Civil

VIKA INCORPORATED 8180 Greensboro Drive, Suite 200 Mclean, VA 221 02 703.442.7800

Job# 10032

Date: Issue: ~ 06/14/11 4.1 SUBMISSION




0 12.5 25 50 FT

• •• I SCALE:

Drawn: Checked:

PAJ MTF Scale:

NA Sheet Title:

Montage


Sheet#

A101c

1 f I f r -r 1 l , -:

f I

J t ~

-

-


• • • • • • • • • • • • • • • •




Civil


Job# 10032





0 12.5 25 50 FT

. .. SCALE:

Drawn: Checked:

PAJ MTF Scale:

NA Sheet TiUe:

Montage

@ MTFA2012 ALL RIGHTS RESERV ED

Sheet#

A101d

®

@ -+

@ @

(D)

NOTE:

I

~ ~-~ ~0

f- -- :-- 1-------- ---- --

1 ! c

I I 3 i -il=200.3l' c

I

20

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I I I I II I I I ---+------- : --------'\--1 I I I II I 143--D· I I I ~ ------~

ALL MATERIALS, DIMENSIONS AND LOCATIONS CALLED OUT AND SHOWN HEREIN ARE APPROXIMATE AND MAY CHANGE DURING THE 4.1

SITE PLAN APPROVAL DESIGN AND REVIEW PROCESS. AFTER APPROVAL OF THESE PLANS BY THE COUNTY BOARD OF ARLINGTON

COUNTY, ANY SPECIFIC DIMENSIONS, LOCATIONS AND/OR MATERIAL DETAILS CALLED OUT HEREIN MAY BE MODIFIED ADMINISTRATIVELY

BY THE ZONING ADMINISTRATOR BASED ON REVIEW AND INPUT FROM THE PLANNING DEPARTIMENT IN ACCORDANCE WITH THE

APPLICABLE TERMS AND CONDITIONS OF SECTION 36 OF THE ZONING ORDINANCE OF ARLINGTON COUNTY, VIRGINIA

2 PARKING LEVEL P3 Scale: 1/16" = 1'-o·

13~

® f- -- :-- 1-------- ---- -- --~~

c

3 c

20

!'---. : /!'---.: :: : :

cb 3 'C7-C7_ ~\ 4 @cb cb cb zz

LEGEND: 1 PARKING LEVEL P2

Scale: 1/16" = 1'-o· REQUIRED EXIT .....

ENTIRY POINT \J

r-------------------------------------


• • • • • • • • • • • • • • • •




Civil


Job# 10032

Date: Issue:

06/14/11 4.1 SUBMISSION




D 8 16 32 FT

· .-...JI~I-...-1 SCALE:

Drawn: Checked:

KLN MTF Scale:

Sheet TiUe:

1/1611 = 1'-011

PARKING PLANS LEVEL P3, P2

@ MTFA 2012 ALL RIGHTS RESERVED

Sheet#

A201

I I

I I I 1?,\;J i i

I I

I

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1

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1

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I ---- T --fm::===::t=~ I 11

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I

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1

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1 I

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I

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8%

I '

1

16% SLOPE

I I

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16% SLOPE

SLOPE

--- I

- ~------ --l - 1+ ---+ -----I I I I I I I I I

8%

LINE OF DEPRESSED SLAB PER TREE PITS CLEARANCE ABOVE

I I I I I I I _ _, I

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143'-D"

I I I I I

cb @ cb 0 cb zz

1 PARKING LEVEL P1 Scale: 1/16' = 1'-o·

19 LINE OF BLDG ON FIRST FLOOR

STORAGE

" ~

""' ~ " MANAGEMENT

~ ' WATER 0 G G

NOT IN SCOPE OF WORK

~ 0

PLAN N

EB

GARAGE AREA USE & PARKING SPACE COUNT

TEN DUM LEVEL USE AREA STANDARD COMPACT HC (NOT

COUNTED) PI PARKING/ CIRCULATION 31,839 72 5 3

MECH / PWMB / ELEC 1,465

BLDG COMMON 2,614 VERTCAL PENETRATIONS 2,557

BIKE STORAGE 666

P2 PARKING/ CIRCULATION 33,870 82 6 2 6

MECH / PWMB / ELEC 1,933 BLDG COMMON 190

VERTCAL PENETRATIONS 1,482

BIKE /STORAGE 324

P3 PARKING/ CIRCULATION 34,324 89 9 2 6

MECH / PWMB / ELEC 767 BLDG COMMON 190

VERTCAL PENETRATIONS 1,482 STORAGE 712

STORM MANAGEMENT VAULT EXCLUDED ON ALL FLOORS AREA CALCULATIONS

EXTERIOR BIKE RACKS

TOTAL PARKING 243 24 7 12 TOTAL BIKES

NOTE:

ALL MATERIALS, DIMENSIONS AND LOCATIONS CAWED 0111 AND SHOWN HEREIN ARE APPROXIMATE AND MAY CHANGE

DURING THE 4.1 SITE PLAN APPROVAL DESIGN AND REVIEW PROCESS. AFTER APPROVAL OF THESE PLANS BY THE

COUNTY BOARD OF ARLINGTON COUNTY, ANY SPECI~C DIMENSIONS, LOCATIONS AND/OR MATERi\L DETfoJLS CAWED

0111 HEREIN MAY BE MODIRED />JDMINISTRATIVELY BY THE ZONING ADMINISTRATOR BASED ON REVEW AND INPUT FROM

THE PLANNING DEPARTIMENT IN ACCORDANCE WITH THE APPLICABLE TERMS AND CONDmONS OF SECTION 36 OF THE

ZONING ORDINANCE OF ARLINGTON COUNTY, VIRGINi\.

LEGEND:

.... REQUIRED EXIT

V ENTRY POINT

TOTAL PER BIKE LEVEL

80

26

90

14

100

8

270 48

M T FA archi'tecture inc.

• • • • • • • • • • • • • • • •




Civil

VIKA INCORPORATED 8180 Greensboro Drive, Suite 200 Mdean, VA 22102 703.442.7800

Job# 10032

Date:

06/14/11

09/29/11

04/19/12

06/22/12

8

SCALE: Drawn:

KLN Scale:

Sheet Tille:

@ MTFA2012

Sheet#

Issue: !:::, 4.1 SUBMISSION

TRANSPORTATION REVIEW SET

4.1 RESUBMISSION

4.1 RESUBMISSION

16 32 FT

Checked:

MTF

1/16" = 1'-0"

PARKING PLAN LEVEL P1

ALL RIGHTS RESERVED

A202

• • • • • • 0-------• • • • • • • • • 0---- ---1--F';;,../_ • • • • • • • • • @---~~r¥ : K----"'1 • :z • • • • ~· -:t-A 1=..1.1-'lc

i )> i ::S: !Ul

~ • • • • • • •

• • • @-J • • • • • • •

. w I

.... •••••••••• I

·········-

TRANSFORMER VAULT (BELOW}

LSON-BL

1

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LCBBY

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1

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-.. EL=233.5+-I I

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... FIRST FLOOR PLAN Scale: 1/16' = 1'-0'

---0

---------

'b I

j;j

OF UNDERGROUND GARAGE BELOW

NOTE:

ALL MATERIALS, DIMENSIONS AND LOCATIONS CALLED OUT AND SHOWN

HEREIN ARE APPROXIMATE AND MAY CHANGE DURING THE 4.1 SITE PLAN

APPROVAL DESIGN AND REVIEW PROCESS. AFTER APPROVAL OF THESE

PLANS BY THE COUNTY BOARD OF ARLINGTON COUNTY, ANY SPECIFIC

DIMENSIONS, LOCATIONS AND/OR MATERIAL DETAILS CALLED OUT HEREIN

MAY BE MODIRED ADMINISTRATIVELY BY THE ZONING ADMINISTRATOR

BASED ON REVIEW AND INPUT FROM THE PLANNING DEPARTMENT IN

ACCORDANCE WITH THE APPLICABLE TERMS AND CONDITIONS OF SECTON

36 OF THE ZONING ORDINANCE OF ARLINGTON COUNTY, VIRGINIA.

LEVEL

1

2

USE

v~ KtiAIL

I :AREA

:& VtJ<IIU\L

UHICt

FLOOR

AREA (SF)

~ ,,, .. 7,000 1,340

5,600 3,463

lU,U>O

1,552

I I I I I I I I I I I

CLNG HT (FT)

1 2'-0"

1 2'-6" 10'-6" 1 4'-o"

9'-o'

9'-0' a·-o·

GROSS FLOOR AREA (GFA)

LEVEL TOTAL PER FLOOR

P3 38,767 P2 38,767 P1 38,767 1 18,141 2 17,210

3 TO 8 22,515.5 PENTHOUSE 3,813

TOTAL HEATED AREA (EXCLUDING PARKING 170,444 LEVELS AND

PENTHOUSE)

LEGEND:

REQUIRED EXIT

II I Ill I I I I I v ENTRY POINT

I I I I I I I I I I I

{,\_ _______ lJ ____ J _____ Lll __ J ____ _J _ _l _____ _l _____ L _______ --0 ~ I I I I I I I 124'-Q" I I I I ~

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TRUE fV

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EB


• • • • • • • • • • • • • • • •




Civil


Job# 10032

Date: Issue: !:::, 06/14/11 4.1 SUBMISSION

09/29/1 1 TRANSPORTATION REVIEW SET



16 32 FT


KLN MTF Scale:

1/16" = 1'-0" Sheet Tille:

FLOOR PLANS LEVEL 1 &2


Sheet#

A203

I I I I 1124'-o"

I I

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dv TYPICAL FLOOR PLAN - 3RD FL. TO 8TH FL.

Scale: 1/16" = 1'-0"

GROSS FLOOR AREA NOTE:

LEVEL USE AREA CLNG HT (GFA)

All MATERIALS, DIMENSIONS AND LOCATIONS CALLED OUT AND SHOWN

HEREIN ARE APPROXIMATE AND MAY CHANGE DURING THE 4.1 SITE PLAN

APPROVAL DESIGN AND REVIEW PROCESS. AFTER APPROVAL OF THESE

PLANS BY THE COUNTY BOARD OF ARLINGTON COUNTY, ANY SPECIFIC

DIMENSIONS, LOCATIONS AND/OR MATERIAL DETAILS CALLED OUT HEREIN

MAY BE MODIRED ADMINISTRATIVELY BY THE ZONING ADMINISTRATOR

BASED ON REVIEW AND INPUT FROM THE PLANNING DEPARTMENT IN

ACCORDANCE WITH THE APPLICABLE TERMS AND CONDITIONS OF SECTION

36 OF THE ZONING ORDINANCE OF ARLINGTON COUNTY, V1RGINIA.

3 m 8/ PER FLOOR

PENTHOUSE

FLOOR COMMON VERTICAL PENETAATION

omcES

VERTICAL PENETAATION MECHANICAL/BUJG

COMMON

1,893 a·-o· 731

20,622 g' a•

713 3,100 15' o•

LEVEL IDTAL PER FLOOR

P3 38,767 P2 38,767 P1 38,767 1 18,141 2 17,210

3 TO 8 22,515.5 PENTHOUSE 3,813

IDTAL HEATED AREA (EXCLUDING PARKING 170,444 LEVELS AND

PENTHOUSE)

LEGEND:

REQUIRED EXIT

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0---

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1 • • - c- '---,. __ , _ 1--1 1

• • • D OPEN 1

ilr::~~ ~ :·:;·;~i~'--~f-t~!· - rr-,~~~~i i·: :· :·~~ D MECH NjCAL 0-------f-- ti i T 11 _I • _..,_ _ _..,___ :':.--r- ·- -tj-uu 'r'lmn- - -- r-0 I. • r-+---r t--1- ·~~·=·~ 1g&i~E~~~ p.~:-=- I f.\ I I I I I ! ! I + • + fii' -- 1- - f--- . - t-

Il I I II I I ~-1 I I I I I I I


I I I I I I I 140·-2· I I I\ I I I I

0 0 zz

2 PENTHOUSE FLOOR PLAN Scale: 1/16" = 1'-o"

EXISTING RESIDENTL'.L

NEW RETAIL GREEN ROOF

TRUE [V PLAN N

0E9


• • • • • • • • • • • • • • • •




Civil


Job# 10032

Date: Issue:





8 16 32 FT


KLN MTF Scale:

1/16" = 1'-0" Sheet Tille:

FLOOR PLANS 3 TO 8 PENTHOUSE PLAN


Sheet#

A204

. w I

1<:

UGHT BLUE GLASS

UGHT BLUE CURT,<JN WALL

SCREENED SYSTEM

SCREENED GLASS SYSTEM

AWMINUM TRIM

POLISHED STONE BASE

rSCREENED GLASS

\_ CURT,<JN WALL GLASS

BRUSHED ALUMINUM TRIM

I c

..

1

I r;

1:-= I= 11---1

I I= 1--

SCREENED ~r-- GLASS SYSTEM

J

SPRANDREL GLASS

I UGHT BWE

I GLASS

Jl

-t- -l-

1-

UGHT BLUE GLASS

\_ ~~rCAST \_ HONED \_ STOREFRONT SYSTEM

STONE

GLASS GUARDRAIL

1- 1-

ACCENT RECESS ~-GREY

PRECAST r-- ALUMINUM

TRIM : ROOF ,

,J. BTH FL . SLAB __ ,. '" 1- --~,-

--~ ,- li ,J. 7TH FL. SLAB ..... ~ ,. )7.16

_I ;::

--;,-If~ ~6TH FLI.7~LAB --

---= ~ A. 5TH FL. SLAB __ ..... ~ ,. '"

I

r-- GREY PRECAST

r---·-.....,.0;--.....,

~J i .

..____....,:or--~ 1- • . !

I

+ :

~-~-PANEL SYSTEM

'

LIGHT BLUE GLASS

I

,. I

~--~- SPANDREL GLASS

LOGHT BLUE CURT,<JN WALL

I

I : I

ALUMINUM TRIM

~-....l......b:.l:~ I 1 I ~U ~......-.....,____JI :nl..-...-'--l...--l

I ~ ; ' I I -

t l -:11 ± t --=-

. I

(3 WEST ELEVATION Scale: 1/16' = 1'-0"

~- SPANDREL GLASS

1-·

ALUMINUM SUNSHADES

. + Mi11i=·· -

II

I----+ 4~~==+~WI=~~.

LIGTH BLUE CURT,<JN WALL

r-- PANEL SYSTEM

I GLASS GUAADR,<JL

rUGHT BLUE CURTAIN WALL

/

r-- ALUMINUM TRIM

PANEL

1_ INTEGRATED VENTS

I

~SPANDREL GLASS

\ \ ALUMINUM TRIM

:-

ALUMINUM I

e ALUMINUM TRIM

_P_EijJ!t~~ :,, Soi~LLAB~.J!l- _ _,__4

__ L - -1,.-r--//----lf--r~~~-~~~-~I.,.JL.-..11 115'1' 1 /

~ "' I I T 8TH FL • SLAB J,

15 'I ~ 'r

4TH FL :~LAB~.J~---1-§~ i!]1_--'k--1.16'1 It::,

3RDB 'I

2ND FL 'I

.... I

..... I

T.O. SLAB AT ~~~-'S--

I

' '

~

I ' I

~ 11

II\

1

\

T

.

I '

'--- ;---·

: I

HONED_/ L INTEGRATED L ALLUMINUM L SIGNAGE F'-

\_ SPANDREL \_ "o"t' STONE VENTS WRAPPED CANOPY GLASS HONED STONE

SOUTH ELEVATION 1 Scale: 1 /16" = 1' -0"

/

r-- SYSTEr---,-M-,--+~1---,--/- SCREENED GLASS SYSTEM

I 1 . I - ~

I

t

--- '

1-~N ENTRANCE ~ ~

I

-.

I~

\_ '- CURT,<JN WALL SYSTEM BRUSHED ALUMINUM TRIM

I

• 0

ALUMINUM SUNSHADES

_ -----'>,-~,_ _A_PENJHOU~E_ROOL ~341>.415

;J;J' _A_ROOfLP~NT. __ ---ya=330.415

I/

ll

..... I

91 '-<

I~ ,I. 6TH FL SLAB w ll' '1' EL 295.75--

~

~'k-i- _ _,-l,_l_ND FL. SLAB ---ya=250.415

SCREENED GLASS SYSTEM

I'

\_ UGHT BLUE GLASS ALUMINUM TRIM


• • • • • • • • • • • • • • • •

architecture interiors planolng



Civil


Job# 10032

Date: Issue:

06/14/11

09/29/11

04/19/12

06/22/12

0 8

SCALE: Drawn:

PJ Scale:

Sheet TiUe:

@MTFA2012

Sheet#

4.1 SUBMISSION

TRANSPORTATION REVIEW SET

4.1 RESUBMISSION

4.1 RESUBMISSION

16 32 FT

Checked:

MTF

1/16" = 1'-0"

BUILDING ELEVATIONS

ALL RIGHTS RESERVED

A301

.....

0 ~~!!~L/LOADING DOCK STREETSCAPE VIEW

0 ~~!!~L/ENTRANCE STREETSCAPE VIEW

PARKING _:GA~RA:.::G::E_-+====-;--~"-... ~-VENTS "'

ALUMINUM TRIM ----+---,-----'------.._

SEGMENTED OVERHEAD DOOR

STOREFRONT SYSTEM ---I--_/

l 1

l 20'-0" 13' -2" 1

GARAGE ENTRANCE LOADING DOCK

2 LOADING DOCK ELEVATION Scale: 1 /8' = 1 '-0'

ALUMINUM SUNSHADES

" 1\ BUIUDING .~ --!

UGHT BLUE CURTAIN WAUL

~~ L " " " I I I I I

/ v I

SPANDREL ,'\. ~--

GLASS I c-ALUMINUM ~ , _

L~ TRIM

~ - " '\ / / METAL TRIM

~ I i -,.,

/ / HONED STONE /

/ INTEGRATED VENTS

-~ _4

~-

4 < -

-

< :::rn 9

/ ~ -

• = ;:::: 0 /__ I -,_

' = I<! 1'-v :.! / I\, 1_/+'\.~ ,// -j ~ ll ==-STOREFRONT =· 1\{ SYSTEM

.il =- ...... ' -/7 .-M.oJN ENTRANCE

CURTAIN WAUL 23'-BN SYSTEM

ENTRANCE ELEVATION Scale: 1 /8' = 1' -0'

'>

BRUSHED ALUMINUM ACCENT

HONED STONE

INTEGRATED VENTS

SEGMENTED OVERHEAD DOOR

GREY PRECAST

POUSHED PRECAST

GLASS AINWALL CURT

HONED STONE

METAL /GLASS CANOPY

CURT.oJ GLASS

N WALL

AL UMINUM CANOPY WRAPPED

RETAIL SIGNAGE

STOR EFRONT SYSTEM

HONED STONE


• • • • • • • • • • • • • • • •

architecture interiors planolng



Civil


Job# 10032

Date: Issue: L,





0 4 8 16 FT


PJ MTF Scale:

1/8" = 1'-0" Sheet TiUe:

BUILDING ELEVATION DETAILS


Sheet#

A302

1 r-o·

ADAM STREET

. 0 I

"'

3

12'-0"

1

BUILDING SECTION @ TRANSFORMER VAULT Scale: 1/16" = 1'-o·

+---+ --~=====L+-----~::::::~=~=:::::::::r~;7_ MECHANICAL

I SCREENING

LOUNGE

STORAGE

BUILDING SECTION - WEST EAST Scale: 1/16" = 1'-o·

40% WALL OPENING FACING RESIDENTIAL BUILDING ------....

#2211 10 STORY HI: 99.4'

MECHANICAL

11'-0"

BUILDING SECTION - EAST WEST Scale: 1/16" = 1'-o"

ALL MATERIALS, DIMENSIONS AND LOCATIONS CALLED OUT AND SHOWN HEREIN ARE APPROXIMATE AND MAY CHANGE

DURING THE 4.1 SITE PLAN APPROVAL DESIGN AND REVIEW PROCESS. AFTER APPROVAL OF THESE PLANS BY THE

COUNTY BOARD OF ARLINGTON COUNTY, ANY SPECIFIC DIMENSIONS, LOCATIONS AND/OR MATERIAL DETAILS CALLED

OUT HEREIN MAY BE MODI~ED ADMINISTRATIVELY BY THE ZONING ADMINISTRATOR BASED ON REVIEW AND INPUT FROM

THE PLANNING DEPARTMENT IN ACCORDANCE WITH THE APPLICABLE TERMS AND CONDITIONS OF SECTION 36 OF THE

ZONING ORDINANCE OF ARLINGTON COUNTY, VIRGINIA.

. 00 I

"' . ~ I

'" . ~ I

m

~ ---8-~ = -~ -----+! _____!IIIII!!'!!"

~I I r I

~-~ ~t-i: j-.--1

I I

4t---6~?jJ~~ WiLSON BL liD

KEY PLAN


• • • • • • • • • • • • • • • •



Job# 10032





0 8 16 32 FT


KLN MTF Scale:

1/1611 = 1'-011

Sheet TiUe:

BUILDING SECTIONS


Sheet#

A310

~~~~6---------------

'b I

. I

" 5%

5%

MGMT OFFICE

RAMP

RAMP

1

NOTE:

'b I

"'

BUILDING SECTION - NORTH SOUTH Scale: 1/16' = 1'-0'

ALL MATERIALS, DIMENSIONS AND LOCATIONS CALLED OUT AND SHOWN HEREIN ARE APPROXIMATE AND MAY CHANGE

DURING THE 4.1 SITE PLAN APPROVAL DESIGN AND REVEW PROCESS. AFTER APPROVAL OF THESE PLANS BY THE

COUNTY BOARD OF ARLINGTON COUNTY, ANY SPECIRC DIMENSIONS, LOCATIONS AND/OR MATERIAL DETAILS CALLED

OUT HEREIN MAY BE MODIFIED ADMINISTRATWELY BY THE ZONING ADMINISTRATOR BASED ON REVIEW AND INPUT FROM


ZONING ORDINANCE OF ARLINGTON COUNTY, VIRGINIA

'b I

"'

• 0 I

"N

.,_ I ~

.,_ I ~

.,_ I ~

.,_ I ~

.,_ I ~

.,_ I ~

'b I ~

WILSON BLVD

"""i----+'----- 2'x4' COUNTY DUCT WORK

. ~ I ~

• ~ I

;,

11 1'-0" ABOVE AVERAGE GRADE

95' -0" ABOVE AVERAGE GRADE

SOIITJi

EXISTING OFFICE #2300 7 STORY HT: 96.1'

KEY PLAN


• • • • • • • • • • • • • • • •




Civil


Job# 10032

Date: Issue: L:. 06/14/1 1 4.1 SUBMISSION

09/29/1 1 TRANSPORTATION REVIEW SET



0 8 16 32 FT


KLN MTF Scale:

1/1611 = 1'-011

Sheet TiUe:

BUILDING SECTION EAST-WEST


Sheet#

A311

v EXIS11NG OFFICE #2111 12 STORY, BRICK HT: 142.2

~ N-H~ ~

KEY EI.BIENTARY SCHOOL I2JOO 2 """ HT: 26.4'

/ "--._

I I

NOTE:

All MATER~LS. DIMENSIONS AND LOCATIONS CALLED OUT AND SHOWN HEREIN ARE APPROXIMATE AND MAY CHANGE

DURING THE 4.1 SITE PLAN APPROVAL DESIGN AND REVIEW PROCESS. AFTER APPROVAL OF THESE PLANS 8Y THE

COUNTY BOARD OF ARLINGTON COUNTY, ANY SPECI~C DIMENSIONS, LOCATIONS AND/OR MATERIAL DETAILS CALLED

OUT HEREIN MAY BE MODIFIED ADMINISTRATIVELY 8Y THE ZONING ADMINISTRATOR ~ED ON REVIEW AND INPUT ffiOM


ZONING ORDINANCE OF ARLINGTON COUNTY, VIRGINIA.

r-- n 60'-o· #2211

10 51"0RT BRICK liT; 99.4

/\. - oj! PENTHOUSE r PROPIJ5ED HOm. 111.0 H.

'"""

±187'-11"

EJIISilNG SCHOOL PARKING

7 STORY

"''""" ~ HT: 74' 95Jj' H.

2311 WILSON BLVD

11'-0" -

-~ TO BN::I< Of

CURB

2 MASSING CONTEXT SECTION - EAST Scale: 1/32" = 1'-0"

90' --o- WIN.

PROPERTY UNE

2311 WILSON BLVD

1 MASSING CONTEXT SECTION - NORTH Scale: 1/32" = 1'-0"

t

WEST

... , 77'-9"- 74'-J"

oj!PENIHOUSE 111.0' H.

WILSON BLW

SOUTH

I

~

EXI5nNG OFACE I2JOO 7 """ HT: 96.1'

rr-~· ,,., 6 STliR'I HT: 72.8'

I I

CLARE11XlN O.VD

2

~ ( KEY PLAN I


• • • • • • • • • • • • • • • •




Civil


Job# 10032





0 16 32 64 FT


KLN MTF Scale:

1/3211 = 1'-011

Sheet TiUe:

STREET LEVEL & MASSING CONTEXT

ELEVATIONS & SECTIONS


Sheet#

A312

\

,\\ ' ' \ \ ' \

\ '

I I

\ " \

' '

,J'' e-'

'""'"""/yU'iiii/'"~ ~ ~ ~~,._-"""""·C .. •rl ~"'--' \ ~

PLAY SURFACE

PAVING, TYP

:,:._:~,-___ _.AJ.Iii:iN<HON COUNTY

\1~~~ STANDARD CONCRETE '·"" PAVING

ARLINGTON COUNTY STANDARD CARLYLE STREETLIGHT

I COUNTY TREE GRATES, TYP.

LAWN

' (""''' \;<-c-o:

~co~INEC:TNEW PATH TO EXISTING (MEET GRADE)

OF DISTURBANCE

r-·CmiNEC:TNEW PATH TO EXISTING (MEET GRADE)

_,.--CClNNIECTNEW PATH TO EXISTING (MEET GRADE)

I I

}c" I

; ' ;

PRELIMINARY PLANT SCHEDULE l<.e-"1_ I G~ l6otanl~al Name !Common Name Size I Tuoe ISoac;lna IRemarl<s

STREET TREES Guenus robur '5kymaster' English Oak 2' min. ht., 4" DBH min. B$6 as shoVtt~:n Full, mature, multi

ker rubrum 'Armstrong' Red Oak 2' min. ht., 4" DBH min. B$6 as sho..n Full, mature, multi

ORNAME:NTAL TREES flex x 'Nellie R. Stevens' Nellie Stew>ns Holly 10'-12' ht. 646 as shown Full, mature, multi

Magnolia stellata 'Rayal Star' Rayal Star Magnolia 10'-12' ht. 646 as sho~o<~~n Full, mature, multi

Halesla c;arollna Carolina Sllverbell 10'-12' ht. 646 as sho"'n Full, mature, multi

SHRUBS Camellia x 'Long Island Pink' Long Island Pink Camelllo 2411.,.5011 c;ont. as sho"'n Full, dense, mature

Prtmus laurocerasus 'otto Luyken' otto Luyken Laurel 24~~-sou c;ont. as sho...r Full, dense, mature

ltea Vlrglnlc;a Virginia 5""'etsplre 2411-5011 cont. as shown Full, dense, mature

Aronls arbutJfolla Red Chokeberry .24"-;:3(?11 c;ont. as shown Full, dense, mature Caly~anthus florldus Carolina AllspiGe 2411-9011 Gont. as sho"'n Full, dense, mature

Fothergllla gardenll D"'ard Fothergllla 2411-5011 GOnt. as sho"'n Full, dense, mature

SROUNDCOYERS/PERENNIALS Panlc;um vlrgatum Swltchgrass 1 Sal. c;ont. ~~~~ O.G. Full, dense, mature

SGhlzaGhyrlum sGoparlum Little Bluestem I Sal. Gont. l8a 11 o.c.. Full, dense, mature

RudbeGkla hlrta BlaGk-eued susan I Sal. cont. as sho"'n Full, dense, mature

"'hrusoaonum vlralnlanum ereen and Sold I Sal. cont. as sho"'n Full, dense, mature

fhlo>< stolonl¥era Creeolna Phlox I Sal. cont as shown ifv11 mature well rooted

I;Japtlsta australis Blue False lndlao 1 eal. Gont as sho...r ifu11, mature, well rooted LAfi'IN AREA5

in.LRF I 5od, 100% Turf-type Tall Fescue Mix

Nate, Refer to Vlrqlnla Crop Improvement AssoGiatlon and MarulandNirqlnla Turfarass Varletu Recommendation fi'lork 6ro1110 For Cateaoru I tall fescue turf variety recommendations"'

ENTRY PLANTERS

Nate, Containers to be planted "'lth annuals/perennials "'hlch ""'" typiGally be exc;hanged on a predetermined schedule to coincide "'lth seasonal/market availability, etc .. Plants may Include but are not limited to Allium (Chives), Tagetes (Marigold), Oclmum (Basil), Petunia, Chrysanthemum, 5eranlum, eegonlacea (Begonia), and Viola Nlolets).

CONCEPTUAL PLANT LEGEND:

STREET - CANOPY TREE

ORNAMENTAL- FLOWERING TREE

EVERGREEN TREE

EVERGREEN SHRUBS

DECIDUOUS- FLOWERING SHRUBS

II~ ~'

~. . ' ' ' ' ' ·,

:. ' '. ' : . '> ~' '" .·. ' ··' .... -. .. ~

. : ·. ' '.. ~--,

. '·· . .

GROUND COVER - GRASSES TURF

,A_ SYMBOL DENOTES PEDESTRIAN ENTANCE

11/RJ ENGINEERS. PLANNERS •LANDSCAPE ARCHITECTS. SURVEYORS aGPS SERVICES

VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200• McLEAN, VIRGINIA 22102

(703)442-7800. FAX (703)761-2787 McLEAN, VA GERMANTOWN, MD

VIKA REVISIONS

2311

HDR• VERo

DATE•

NOTES:

1. THE PROPOSED LANDSCAPE PLAN IS INTENDED

2.

3.

4.

5.

6.

TO MEET MINIMUM FORM BASED CODE AND ARLINGTON COUNTY LANDSCAPE STANDARD REQUIREMENTS. THE LOCATION OF DESIGN FEATURES AND ELEMENTS REMAINS SUBJECT TO FINAL SITE DESIGN AND ENGINEERING.

FUTURE CHANGES IN LANDSCAPE DESIGN OR INTENT PREDICATED UPON FINAL SITE DESIGN AND ENGINEERING WILL REMAIN IN SUBSTANTIAL CONFORMANCE WITH THE USE, CHARACTER AND QUALITY OF AMENITIES SHOWN WITHIN THIS PLAN.

ALL PLANT MATERIAL (INCLUDING TREES) WILL CONFORM TO ARLINGTON COUNTY LANDSCAPE STANDARDS, COLUMBIA PIKE FORM BASED CODE, THE AMERICAN ASSOCIATION OF NURSERYMEN, AND PASS ANY INSPECTIONS REQUIRED UNDER COMMONWEALTH OF VIRGINIA REGULATIONS.

DEVELOPER WILL REMOVE ALL EXOTIC SPECIES FOUND WITHIN THE PROJECT WORK AREA

STREET TREES TO BE LIMBED UP SO AS NOT TO INTERFERE WITH PEDESTRIAN AND AUTOrrURCK TRAVEL (MINIMUM 7' CLEAR OVER SIDEWALK AND 14' OVER TRAVEL LANES OF THE STREET)

ALL STREETSCAPE FURNISHINGS (INCLUDING BUT NOT LIMITED TO BENCHES, WASTE RECEPTACLES AND BIKE RACKS WILL CONFORM TO ARLINGTON COUNTY LANDSCAPE STANDARDS AND COLUMBIA PIKE FORM BASED CODE.

7. PORTIONS OF THE STREETSCAPE BETWEEN THE LOT LINE AND BACK OF CURB (EXISTING AND OR PROPOSED) ARE TO BE OWNER MAINTAINED.

PROPOSED BICYCLE SPACES: ON STREET:S INTERNAL (GARAGE): 40 (SEE ARCHITECTURAL SHEET A 202)

NORTH GRAPHIC SCALE

25 0 12.5 25 50 100

~~-~--rll-~'-llilliiiiiliiiilill~~~~l ( IN FEET )

1 mch = 25 ft.

WILSON BOULEVARD BDR CHECKED

April 18, 2011 CHIEF lRANSPORTAllON PLANNING BUREAU APPROVED DATE• DATE•

SEWER & SlREETS BUREAU CHIEF ENGINEERING BUREAU

SECTION 02615 BROOM-FINISHED POURED-IN-PLACE CONCRETE WALKS

PART I- GENERAL

1.1 Description of Work

Decorative broom-finish.;;:d concrete \Valkways shall consist of placing poured-in-place concrete which is finished using standard concrete tooling procedures, and finished in their center panels vtith a light broom surfacing. This work shaU utilize the following materials, installation tools and supplies:

A. "Portland cement concrete- may include integral tint<;

B. detailed jointing, grooving and edging tools including:

a. combination edger/groover tool, such as Masco [model #TEH 8646], Bon [model #12-441-ll9], or MarshaUto'-"11 [model #3885SD] or approved equivalent.

C. wide, light and medium bristle finishing brushes

1.2 Related Work Specified Elsewhere

Section 03100 -Concrete Form\',rork, Reinforcement and Materials

1.3 Applicable Speci:fications

1.4

A. American Con~,;rt~te Institute (ACI)

B. American Society for Testing and Materials (ASTM)

C. Virginia Department of Transportation, Road and Bridge Spec ifications (VDOT)

Quality Assuranc~

A. All imprinted concrete work shall he installed by an experienced contractor as per Specifications, above. [Fur. Cll~ projects only: Proof of the contractor's qualification shall be provided to complete the project in a workmanlike manner, exh ibiting sufficient skill "\Vorking with the specified techniques, jncluaing satistactory 'installations using stamping/t1~turing tools in conjunctioQ with various release. agents, and specific knowledge and experience applying the specified sealers.]

B. All textured concrete work shall comply with these specifications and quality standards applit:able to th~ :selected materi!fls.

C. Overall si'dewalk layout and design detai ls shall be coordinated \\oith and approved by the County's desigrtated project or construction manager prior to construction.

1.5 Desien

Overall sidewalk layout and design details shall he shown on the approved civi l engineering drawings and/or landscape plan. T1ne concrete installation shall be constructed consistent with the design drawings.

A. Each poured section shall consist of a large., central broom tinished field (Sec sec. 2.4 "Texture') surrounded on all sides by a border that includes the following: a W' radius o1r chamfered edge, 6" -wide, smooth--troweled border; Y4" deep expression line groove, and; a 2" smooth-troweled inside shiner hand. (See druwingR-2.x) Non-standard border widths may he approved based on site-specific design issues or acceptable job site samples. Contractor shall coordinate construction and 'control-joint spacing with project nmnager.

02615-1

G)~~~~TD. CONCRETE SIDEWALK


5.2 Detuils of broom finish texture und borders. NOte the directional puuern across the width of the sidt:!walk. The d~n edges art:! achit:!ved by applying the broom finish before the t:!Xprt:!ssion line

but after""'""'"-""'

5.3 Applicat ion of broom finish. Note: dist inct broom lines are vis ib le because of minimal overlap.

02615-5


B. Expression lines may be enhanced by saw-cutting. Intersecting expression Jines shall not cross one another or extend to the end of panel. ln most cases, expression lines that encounter obstructions such as manhole covers, utility boxes, street lights, fire hydrants, etc should be laid so as to go around (rather than through) the obstruction. lntrusions into the central field to accommodate these adjustment<; are allowed as needed. See drawing R-2_x)

PART 2- MATERIALS

2.1 Aggregate Base

The aggregate base shall be \!DOT #21A aggregate sub-base or approved other graded aggregate base conforming to VDOT Section 205 gradation 25 or 26 or coarse aggregate of size 68 in conformance with Section 203 of the VDOT Specifications. (May require preparation of a stabilized sub-grade).

2.2 Concrete

The concrete shall have a minimum compressive strength of 4,000 psi, reinforced with impregnating fibers at 1.5 lbs. per cubic yard. £1ortland cement shall. ~,;on[orm to ASTM. C J SQ Type I, U or V depending on soil conditions. Aggregates shall conform fu ASTM C 33. Mixing water shall be fresh, clean and potable. An admjxture complyjng with ASTM C 260 shall be used to achieve an entra ined air content of 6%. No admixtures containing calcium chloride shall be pcFmitted.

2.3 Tint

Integral color - if used - shall be approved beforehand by sample provided to County landscape plan adminllitraLor, and spr.:ciiied by name and formula on ~:~pproved landscaP,e plans.

2.4 Texture

All fields will be finished with a light or medium broom finish, applied with a wide, concrete or paperhanging brush.

2.5 Joint Filler

Joint filler shal l be (/2-inch preformed asphalt expansion joint material conforming to ASTM T>994 or ASTM 01751, or closed cell poly foam (ex])_anded polyethylene) conforming to A.S.T.M. 01752, Section!'> 3.1 through""-3.4.

PART 3- EXECUTION

3.1. Concrete testing shall be eonducted in confOrmance with Section 03100.

3.2. Grades shall be set by the approved engineering drawings and established in the field by the Contractor. Thorough!~ prepare and compact the sub grade as specified in Section 02201.

3.3.

3.4.

3.5.

3.6.

3.7.

The contractor shall secure access to clean potable "Water adjacent to the job site for purposes of cleaning tools, adjusting mixtures and pressure washing the sutiace prior to sealing.

Place 4-inches minimum of aggregate base conforming to Section 309 ofVDOT Specifications.

Formwork shall be installed according to drawings. Slab thickness shall be 4 inches minimum for pedestrian uses only, or 6 inches minimum for all others. (See dravdng # R-2.0from Arlington County Construction Standards and Specffications.)

Place any specified reinforcement (if needed) as designated on construction drawings.

Pour the concrete in conformance with Section 504 of the VDOT Specifications. The amount of concrete poured at one time shall be limited, based on variables such as weather, temperature,

02615-2

®~~N~TD. CONCRETE SIDEWALK

5.4 Concrete sidewalk installation can be ada_pted to site constraints. This sidewa lk gradually narrows to 4.5 feet to avoid tree roots. Note that the border dimension stays constant, however.

5.5 Attention to details is critical. Creative border treatments are encouraged around embedded objects.

02615-6


mix and crew strength, to allow adequate t ime for proper floating, edging and jointing while maintaining sufficient plasticity for texture imprinting.

3.8. Control and/or expansion joints shall be provided in accordance with the design drawings and guidelines established by tile American Concrete Institute (AC1). Joints shall be constructed at intervals of no more than 40 feet, except for closures, but a slab shall not be less than 6 feet in length. The contractor shall advise and work with the project engjneer and/or designer to determine the best locations for joints to minimize the effects of cracking. Transverse control joints shall be used on panel lengths of 10ft. or more and shall be smv-cut at the mid-point.

3.9. Separate slabs by transverse expansion joint filler (See sec. 2.6 "Joint Filler) for the full width of the slab, extending from the bottom of the s lab to within one-quarter (1 /4) inch of its top surface. Oivide th e s lah between expansion joints into blocks in accordance with design parameters. (.';ee sec. 1.5A ';Design ") \\iherc s labs arc more than ? -fc1..1. in width, they shall be scored longitudinally to secure uniform blocks approximately square. Extend traverse and longitudinal scoring to at least 1/3 of the depth of the concrete slab. Scoring of transverse and longitudinal joints may be done with trowels, fmishing and edging tools or by other means approved by the Engineer.

3.1 0. Concrete shall be placed and screeded to the finishOO grade and floated to a uniform surface using standard finishing techniques. Entire surface should be given a ~mooth troweled finish prior to finishing.

3.11. Texture shall be applied while concrete is still in the pia ic stage of set. All fields will be finished with a light or medium broom finish, perpendicular lo the major direction of traffic. Broom finishes should be applied with as few brush strokes as possible, to minim..ize overlaps and excessive surface roughness.

3.12. Borders will be troweled using an edger/groover tool of specffied dimensions in accordance with design parameters. (See sec. 1.5B-a "Design "') .

3.13. \\!here sidewalks are constructed adjacent to .J?ermanent structures or other rigid construction on one side and curb on the other, extend an expansion joint of pre-molded material only a long back at curb and place for the full depth Q.f the slab. Place a pre-molded expansion joint berween the sidewalk and adjacent curb at all crosswalks both public and private. Fasten pre-molded expaQSiun joint filler to prevent disp lacement.

3.14. Where sidewalk is constructed in conjunction with adjacent curb, the expansion joints in the curb and sidewalk shall coincide. Where such construction is adjacent to existing curb, the expansion joints shall, if practicable,. coincide. Prior to placing concrete around any permanent structure, place pre-molded expansion joint material around such structure for the full depth of the sidewalk.

3.15. Where e.xisting structures, such as light standards , poles, fire hydrants, etc., are within the limits of the s idc"Walk area, place pre-molded expans ion joint around the structure for the full depth of the concrete.

3.16. The surface rolerance oftbe completed work shall be as specified in Section 316 of the VDOT Specifications.

PART 4- MEASUREMENT AND PAYMENT [for CJP projects only[.

4.1 Concrete s idewalks shall be measured to the width shown on the plans, regardless of the actual dimension constructed, unless otherwise approved by the Engineer, times its actual length. Payment for concrete sidewalks sha ll include the base (4 in. min. 21-A, or approved equal) and measured in square yards.

02615-3

@~~~~TD. CONCRETE SIDEWALK

2'·0-

6-1--

4'-0" Min. 1"=1' Si~~ t ~\"" J/4":1' sk>pe to :s!Jeel I • •.• ~ ~ :r <:'

'

:;, ·: · ... ; R=h· '- .. ~ · .. : •.·. f Batter -. ~

' . ' .. ~· .. ' . ·. .-.

' \__ I (C-2) STANDARD CURB & GUTTER

4" Sl"dConc.

(S·4) STANDARD CONCRETE S.OEIVALK

2'..0"

6' ,--1- s· !.. \R~} t--

·~~· Sk?pO • ~ !.. . • R=W ;... - • ... • ,

!.. . Bolter . ,

' :;, ' ~

• '

(C-2Rj STANDARD REVERSE (C·3) STANDARD HEADER CURB

PITCH CURB & GUTTER

NOTES:

1. NUMER ICAL DESIGNATIONS IN THE SYMBOL INDICATE WIDTH OF SIDEWALK IN FEET, I.E .• S-6 OR S-10.

2. SECTION C-3 IS TO BE USED ONLY WITH RIGID TYPE PAVeMENT UNLESS OTHERWISE DIRECTED IN WRITING OR WHEN SHOWN Ot>IAPPROVEDPLANS.

3. EXPANSION JOI'ITS IN HEADER CURB AND STANDARD CURB AND GUTTERSHALL BE 40' AI' ART OR AT EXPANSION JOI'ITS IN CONCRETE PAVEMENT.

4. EXPANSION JOINTS MAY BE OMITTED IF l/8- JOINTS ARE PlACED EVERY 10• OF LESS 5. EXPANSION JOINTS IN THE SIDEWALK SHALL BE 40' APART. IF ADJACENT TO CONCRETE CURB.

EXPANSION JOINTS SHALL MATC HJOI'IT OF CURB. AN EXPANSION JOII'IT SHALL BE PlACED BEWiEEN CURB ANI) SIDEWALK.

8. SEE DRAWING R-2.2 FOR DE TAl l OF SIDEWALK STRESS COlUMN TO BE PLACED UNDER SIDEWALK I'IHE'I PLACED ADJACENT TO BACK OF CURR

7. SEE ARliNGTON COUNTY SPECIFICATION SECTIONS 0261 1 AND03100 FOR MAT~RIALSPECS. 8. PROVIDE 6" MINIMUN AGGREGATE SASE HAVING CBR-30 UNDER CURB !VID GUnER 9. PROVIDE 3' MINIMUM AGGREGATE BASE HAVING CBR·30 UNDER SIDEWALK

CONCRETE CURB & GUTTER AND SIDEWALK REVISION & DATE

1lit- ARLiNGTON COUNTY, VIRGINIA DRAWING NO. A.RJ,I NGTON DEPARTMENT OF El\"VlRO~i\lt;NTALSERVlCES R-2.0

YltC I JollA


4.2 Excavation shall be measured in cub ic yards in its original condition based on the cut sheets and typical section. Payment shall be in cubic yards as described in Section 02201.

PART 5- SUPPORTING GRAPHICS and ILLUSTRATIONS

•

5. 1 Delail of a t ypi~,;al p'anel finishing. Note th~ Lonl being used is a combination edger-groovenjointcr. (S~ text for manufacturers & models.) The outside panel is 6", the groove is W' deep, and the)nside "shiner" band is 2".

02615-4

@~~N~TD. CONCRETE SIDEWALK

IIIII rNCINITRS.PI ANNrRS.I ANDSCAPr ARCioiiTC"""S.SUR'IT"YORS ~PS srRVJCrs

VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200.MclEAN. VIRGINIA 22102

(703)44?-7800 • rAX (703)761-?787 Mel rAN, VA CrRMAN-oWN, MD

VIKA REVISIONS

~--------------~r r------------1~

:::;; f----------(CL

~--------------~~ ~ ~--------------~~

ui

2311 WILSON BOULEVARD BLVD

ARLINGTON COUNTY STANDARD SIDEWALK SUPPLEMENTAL DETAILS

Score pattern per County std., or as approved II 1 1 / ..---If streetlight is in soil panel, extend

v cone. base to undisturbed soil. ~ I . ~ } ,, , ,.· ~ ;' : r z-~& H ' ~r-t

1 __. ~Limit of structural soil (if required--see

• · ' t,;~••c;, . • !l .A v Site Conditions & County std. detail

, ·· · ·.·~:·· . I R-7.9.c)

I .·' : 4 , 1 " I , ~~· ;·11 .. I .r-Back of tree pit is limit of contiuous soil ., ' B k bF·' "L 1: I 'tl , , · .. '!! · 1

1 I / panel (if required--see Site Conditions If ., • · ,;:;Aifk!! l •

1: 1L '"~ . ~i! 1 ".. V & County std. detail R-7.9.b) ·tl 'flV .J'-Lt• ,j o i " . " !' VI

i! • • ][ 1, 4• t • 'I[ ,: ' ' r f· I OPTION #1: County std. concrete**

'.:.li .... · 4 "~ ~.0 ;: ;; :j A;ll~1ft..NI n / .#- I / b & ' ··;,,:. .. , · ·c.J "' .......... ,, . .;;;~,!::; ~.:"" .y;,c. d V.::: etween tree pits 8' wide concrete

r· . ' .. '· .. ..., ·lr"""FI.: .. ;.J.i, • / u11

(1. ;~ 11B band at back of curb.

i' • ; •• [~~I! ·. I 1• ~ -f---For 8" concrete band options 1 "'' •• ~ il· \ ' J .jbehindtreepit,seeDetaii"B" ':!· .· !Iii.' '1•.[; 111 ·-f. 1 Optl·ons1,2&3

1) ,. " !l ..:11 . " I '.:ld !! H "· AA II" I; <;, ~.~ . 11 I 11 II 1 .. .J..-+--St tl" ht d "t t b k f rb ,, · • ,r ll , ' · ;I TREE I'"" ree 1g con u1 a ac o cu [i.',·;;·:;;'·"cC. 6.,,:,!J [l;""""~"'"" .. f·"".'..'t-di {;> II PIT H J

k""'"':" .... ·""~'="~'. ff""""~"""t"~l ~ 4" tree pit drainline--connect to

fiBu~LIC .. SJbE ~ALK 4~~~~ II 1,+-f---::~: 0:~:~~ps, per plans.

:r wrDmA' '*QUIREtD U" 115'-0" ~{ Face of curb

: .... " , "" .. li ·.. ,L ~~ 11

11 11·~~~ 1A -Gutter pan

l--~~~~;+~4": .. : .. ; .... ~4lt··~J,Q~.~~~~ .. r~tdrltw~=d~ ~ f"" ··' " I ~ IJLf.: .. ~11J..Sl ) !'----For 8" paver band behind tree pit, see " '.. .. " J... ..: "~y; .. ·>Y.. , ~ ~ " .. '., ..... 'I .. .. ... "'~· .· . "~ T•! R-7.6 & R-7.5A (for anchoring options).

... I ...... . .. w .. ,. .. ,.. : .. " : .... , · :.:.·.: :$')fi~" ~' c J OPTION #2: Non-beveled concrete

.. • J • ~~):y):": +·· " • ... .. .. " fl? ( 1: •:J ::J. 'lf>:"'::J~ ·t:l 1 ?' or clay brick pavers in between tree

'!' .. =• .. '5j~'0,~ iJ ~ pits & 8" paver band at back of curb.

/ r.· .. + l*· :7 ... :: t):».,U;"~J:*; +· .... tH,•. '--For condition options at back of curb .. " ... 1 li "··. _ ! ... j;..::; ~ ::! with paver option, see Detail "C" in ~ ~ Section 2-2'

! II i

SCALE: J\t" = 1 '-0" **NOTE: Refer to County std. detail R·7.9.B for cone. slab construction between pits where a continuous soil panel is required. If no special soil or root enhancement is required, refer to County std. detail R-2.0 for concrete sidewalk section. This detail is intended to supplement and clarify Arlington County Standard Details.

Paving pattern shown is for illustrative purposes, only. Refer to plans for job-specific patterns and layout.

G) fc~~b!.S._~IDEWALK PAVEMENT OPTIONS

8" CONCRETE BAND POURED CONTINUOUSLY

WITH CONCRETE CURB. ~--,8" CONCRETE BAND

.-----~· CONSTRUCTION JOINT NOTE: DO NOT DOWEL TO ADJACENT SIDEWALK SLABS

TREE PIT

. . . .. ' .... . ·': .. ~' .... .

..---STD. CURB AND GUTTER PER ARLINGTON COUNTY STD. DETAIL R-2.0 (MODIFIED PER R-7.6)

·. ··.· ., .. __ . ._

\· ·,~\S' ,};·.•:.:· ... :.·.·.? .:.~·:J AGGREGATE .. . . ... ·.· ' .... : .. . ..

CONCRETE BAND AT BACK OF CURB BEHIND TREE PIT

4" CONC. SIDEWALK(PER---, ARLINGTON COUNTY

,----------8" CONCRETE BAND

r------~" EXPANSION JOINT W/ STD R-2.0) BEHIND

FINISHED GRADE IN TREE PIT

#5 BAR @ 12" O.C. EXTENDED

INTO SIDEWALK SLAB AND WRAPPED 2' BACK

BACKER ROD AND SELF-LEVELING SEALANT

~--#5 BAR, CONTINUOUS

~--sTD. CURB AND GUTTER PER ARLINGTON COUNTY

,;,>~<~~ • STD. DETAIL R-2.0 t~· ·.·· (MODIFIED PER R-7.6)

"::""•·· .. · ... ·,• .".:.· ... _:.>- ....... .:.~ ~·>·~· I I I I ·' . . ' · · . • AGGREGATE

m==1 0: ·~; ; . ,· r' : . • BASE PER

11::::; I - COUNTY STD.

II I ' ' ' II 1- I - R-2.0

11111111111111111111, .II L' ~!:'!:'ll"--~ -e5% COMPACTED -• SUBGRADE OR

UNDISTURBED

CONCRETE BAND AT BACK OF CURB BEHIND TREE PIT--WHEN ADJACENT TO COUNTY STANDARD 4" CONCRETE SIDEWALK SLAB

@ Pc~J t,.~ ~01\--0PTION 2

[~29] ll\124.3/4''

[692] 27 1/4"

[lb6] 4 1!4"

GRADE

: I [152] : 6" ! i 1 1 EMBEDDED L~ LJ __________ ~

_j [l~?l l-landscapeforms® 4J..l LAWNDALE AYL PI lONE: 80().521·2546 KALAMA100; N\149043 FAX: 269-381-3455

CONFID.ENTIAL DRAWING INFORMATION CO!-lTAINED. HEREIN IS THE PROPERTY OflANDSCAPE FORMS, INC, INTENDED USE IS LIMTED fO Di:'SIGN PROFESSIONALS SPECIFYING LANDSCAPE FORMS, INC. PROfliJCTS AND THFIR DIRFCT CIIFNE. DRAWING !I NOTTO RF COPIFD OR DISCLOSED· TO' OTHERS WiJHOtJT.THE CONSENT OF.LANDSCAPE FORMS, INC.

o2006LANDSCAPE FORMS; INC. All RIGH1S RESERVED.

Dt:-:iiGN Gt=:OUI-':_ f<lNG DESCRIPTION; BIKE RACK.tMilEDDED PATENT: PATENTP<CNPING fiLE: RG663-Ql DATE: 05/27/2008 DRAWN BY: TAfl I)!MfNSIONS ARE IN INCHES[!11mj

I I I I I

' ' I I I I L...J

01 1/2''138] TUBING

FIELD WELD ALL FOUR CORNERS ON THE OUTSIDE VERTICAL.

E r #4 REBAR SUPPORTS WELDED TO UNDERSID OF ANGLE AT 12" MAX. SPACING

1/8" - 1/4" TOLERANCE

• .:':. ~

2'iYP. +I

~ ~

I 0

96" ±1 /4 <.0

1 3/4" X 1 3/4" X 1/4" I

v 6"

#4 REBAR

1 ANGLE FRAME

TYPICAL SECTION / FlELD WELD ALL FOUR CORNERS H6'iYP

FLU SH HORIZ. IN BEVEL.

ANGLE FRAME, PLAN

60"

DRAFT: PENDING REVIEW AND APPROVAL BY DPW

DIRECTOR

NOTES: TREE GRATE, HALF PLAN AND SECTION

1. TREE GRATES TO BE NEENAH TYPE R-8816 180' OR EQUAL AS SPECIFIED ON APPROVED PLAN. 2. TilE TREE FRAME AND GRATE SHALL BE PRIMED WITH NEENAH "RUSTIC REO" OR EQUIVALENT AND

THEN COATED WITH BlACK ASPHALTIC PAINT,

3, fOR DETAILS NOT SHOWN REfER TO CORRESPONDING STANDARDS AND APPROVED CONSTRUCTION DRAWINGS.

DATE

EXPANDABLE TREE GRATE AND FRAME DETAILS

ARLINGTON COUNTY, VIRGINIA DRAWING NO. DEPARTMENT OF PUBLIC WORKS R-7.4

®~~~NT~TD. TREE GRATE DETAIL

1//RJ INC:f'.:fTR~ .i"'l ANI'VPS .I Ar<DSC Ai'i ARCIIiTIC TS ll;URVIYORS arc; SrRVIC IS

VIKA INCORPORATED 8180 GREENSBORO DRIVE SUITE 200•McLEAN, VIRGINIA 22102

(7D~):J-'1?--7Fl00 •rAX (70-"1)7G1·-J7P.7 Mel ;-1\N, VII CIRMI\i\ITO'NN, Mn

.... (/) w :::!' 0.

<0 l()

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,-------------~-------------------------------------------------------------------42 ARLINGTON, VIRGINIA ~ VIKA RFVISIONS

DEPARTMENT OF ENVIRONMENTAL SERVICES :5 --------------~------------------------------------~~~~------------------~6

3rd 4 2nd 6

2311 WILSON BOULEVARD 5 INTFRSFC TION OF N. AIJAMS ST ANIJ WII SON Rl vn ~

LANDSCAPE DETAILS SCALE HOR:

YER: DESIGNED

SUBMITIED DATE:

APRIL 18, 2011

APPROVED DATE:

MTFA I APPROVED DATE:

CHIEF TRANSPORTATION PlANNING BUREAU

APPROVED DATE:

CHECKED

APPROVED DATE:

CHIEF TRANSPORTATION ENGINEERING BUREAU

APPROVED DATE:

"J-~ ..... /

(/) +' 0

.!?., 0 ~

~ "' ,<;:

CHIEF WATER, SEI'I£R ll: STREETS BUREAU CHIEf ENGINEERING BUREAU DIRECTOR OF ENVIRONMENTAL SERVICES c c CONTRACT H~ o

SHEET L-3 f2'-Pc~Jt,-~~0!\--PAVER BAND AT BACK OF TREE PIT No. DATE DEscRIPTION

\f:.) RFVISIONS SHEET L-30F L-5 ~

~~----------------------------------------------------------------------------------~----------------------------------------------------------~~------------~~~~--------------~------------~-----------L----------------L-------------~~~~~~~__jo.

NOTES:

1. WHEN TREES ARE PLANTED IN PUBLIC RIGHT -OF -WAY OR IN A PUBLIC EASEMENT A PERMIT SHALL BE REQUIRED. SUCH PERMIT WILL BE ISSUED BT THE DEPARTM ENT OF PUBLIC WORKS ACCORDING TO THE PROVISIONS OF THE CURRENT ARLINGTON COUNTY ADMINISTRATIVE REGULATION NO. 4.3.

2. SPECIES SHALL BE SELECTED FROM THOSE LISTED IN THE REGULATION CITED ABOVE. SPACING REQUIREMENTS SHALL BE DETERMINED BY THE SIZE AND HABIT OF THE PLANTS CHOSEN AND SHALL BE SPECIFIED IN THE PERMIT WHEN IT IS ISSUED.

3. PLANTING WILL NOT BE PERMITTED ON PUBLIC OR PRIVATE PROPERTY WHICH WOULD ENDANGER THE PUBLIC SAFETY BY OBSTRUCTING THE VISION OF VEHICULAR OR PEDESTRIAN TRAFFlC OR CONFLICTING WITH THE SAFE FUNCTION OF UTILITY WIRES.

4. STREET TREE PLANS WHICH ENVISION SPECIAL ARCHITECTURAL OR VISUAL AESTHETIC EFFECTS SHALL BE REVIEWED BY THE DEPARTMENT OF PUB LI C WORKS AND WHEN JUSTIFIED SPECIAL PERMITS WILL BE ISSUED.

5. STREET TREES SHALL BE NURSERY GROWN SPECIMENS WHICH MEET THE REQUIREMENTS FOR STREET TREES SET FORTH IN THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z60 AND SHALL BE TYPICAL OF THEIR SPECIES HAVING FULLY DEVELOPED CROWNS AND SINGLE LEADERS. THEY SHALL BE BRANCHED TO ONE THIRD OF THEIR HEIGHT AT THE TIME OF PLANTING AND ELEVATED AS NECESSARY DURING THEIR GROWTH TO ASSURE A CLEARANCE FOR PEDESTRIANS AT MATURITi. GREATER CLEARANCE MAY BE REQUIRED IN SITUATIONS WHERE TRUCK AND BUS TRAFFIC MUST BE ACCOMMODATED.

6. ALL NURSERY STOCK USED AS STREET TREES SHALL BE VIGOROUS, HEALTHY AND FREE OF DISEASE OR INFESTATION. ALL PLANTS SHALL BE INSPECTED AT THE NURSERY AND SHIPMENTS SHALL BEAR THE APPROPRIATE CERTIFICATE OF INSPECTION PROVIDED BY THE STATE OF ORIGIN FOR PLANTING MATERIALS.

2.5' MIN. 2.5' MIN,

I

1/3 TO 1/2 HEIGHT OF TREE AT TIME OF PLANTING

I

.. -. __ _ .-, .. . ·-• .'·

GENERAL STANDARD FOR TREE PLANTING

ARLINGTON COUNTY, VIRGI:'IIA DEPARTMENT OF PUBLIC WORKS

DRAWING NO. R-7.0

DIRECTOR DATE

MULCH INSTALLED BEFORE PLANTS

3' MIN.

SUBSOIL TO BE BROKEN WITH A PICK AXE

6" DEEP PLANTING BED CONTAINING 1/2 CLEAN EXISTING SOIL, 1/4 SAND AND, 1/4 ORGANIC MATTER.

2" MULCH EXTENDING OVER BERM

PARKING LOT

GROUND COVER PLANTING DETAI L

TYPICAL HEDGE PLANTING AROUND PARKING LOTS

CONSTRUCT EARTH SAUCER WITH 3" HIGH BERM WATER THOROUGHLY TWICE WITHIN THE FIRST 48 HOURS.

MIN.

SHRUB PLANTIN G DETAIL

SHRUB AND GROUND COVER PLANTING DETAIL

ARLINGTON COUNTY, VIRGINIA DEPARTMENT OF PUBLIC WORKS

REVISED 07/01/04

DRAWING NO. R-7.1

DIRECTOR DATE

TOP OF BALL TO BE SET 2" TO 3" ABOVE THE

LEVEL OF THE SURROUNDING SOIL AND

NOT MORE THAN 4" BELOW TOP OF

SIDEWALK.

HEADER COURSE OF PAVERS CONTINUOUS

THRU PIT.

~lNG PRL~E ONL~ LI MBS, CO-DOMINENT LEADERS, BROKEN OR DEAD , N>JD ANY BRANCHES THAT POSE A HAZARD TO PEDESTRIANS.

y

CENTER TRUNK OF TREE IN PIT.

THOROUGHLY TWICE WITHIN THE FIRST 4-8 HOURS.

STAKING OPTIONAL UNLESS REQUIRED BY ARLI NGTON COUNTY INSPECTOR. STAKES OR GUYS

ARE TO BE INSTALLED USING ACCEPTED ARBORICULTURE PRACTICE.

REMOVE BURLAP AND BASKET FROM TOP 1/3 OF BALL AND REMOVE FROM SITE.

2~ TO 4" SHREDDED HARDWOOD MULCH W/GROUND COVER. SEASONAL PLANTINGS OR GRATE.

ft+- 2'-6 ' ---1.+--

STREET LIGHT CONDUIT

4' MIN.

DRAINAGE: 4" PERFORATED PLASTIC PIPE CONNECTED TO STORM DRAIN

SYSTEM.

SCALE 1:2

SIDEWALK CONSTRUCTED IN ACCORDANCE WITH APPROVED CONSTRUCTION PLANS.

-},;s}j~III~~Iffi~~~ BACKFILL WITH 1/2 ~ CLEAN EXISTING SOIL CERTIFIED 1/4 TOP SOIL & 1/4 ORGANIC MAT'L APPROVED BY COUNTY.

SUBGRADE OR SUBGRADE STRUCll.JRE: MUST ENSURE 5' STRUCTURE FREE ZONE FROM FINISHED GRADE TO TOP OF ANY SUBGRADE STRUCTURE.

TREE PLANTING DETAIL FOR STREET TREE IN PIT

DEPARTMENT OF COMMUNITY PLANNING, HOUSING AND DEVELOPMENT DRAWING NO.

ARLINGTON PLANNING DIVISION R-7.6 DIRECTOR DATE

BACK EDGE OF SIDEWALK

*siDEWALK SLAB SHALl BE AI.IENDEO AS REQUIRED AHD SHOWN ON H"PROVED PLANS.

vt.R.oli"LA

.-----A

'-----A

STANDARD CURB AND GUTIER

CONTINUOUS UNCOMPACTED SOIL PANEL UNDER SUSPENDED, REINFORCED SIDEWALK

Pfl:OVIOE: CONT. BAR SUPPORTS 0 :!I':!:O.C.

6x6 f'J42 YNN. CONT. WITHIN -4-. CONDRETE SLAB

CotmNUOUS THI<U SOIL PANEL

,.

UNOISTIJ RBED ~ COMPACTED SUBSOIL

CROSS-SECTION A-A

" APPROX.

COO"'"ffi SOIL BASE

-.....__ ""'"rn SOIL, COMPACTED BO:I:

DRAJNED GRA'<EL SEE TREE DRAIN DETAIL

-4-"'11 PERFORATED PlAS"llC PIPE TO EIE CONNECTED TO PUBUC STORM SEWER

CONTINUOUS SOIL PANEL

ARLINGTON COUNTY, VIRGINIA DEPARTME'IT OF PUBLIC WORKS

DRA 'v/ ING NO. R-7.9.8

DIRECTOR

STRUCTURE FREE ZONE GARAGE EXTENDING UNDER SIDEWALK

DATE

(61 • ARLINGTON COUNTY, VIRGINIA DEPART.'HENT OF PUBLIC WORKS

5' MIN.

REFERENCE DETAIL NO,

II-H

®ARL. STD. SCAL.E:NTS

TREE PLANTING DETAIL

VIKA INCORPORATED 8180 GREENSBORO DRWE SUrTE 200.McLEAN, VIRGINIA 22102

(703)44,-7aoo • rAx (703)761-na7 Mel rAN, VA GrRt.tAN-c>WN, MD

AT PLANTING PRUNE ONLY CROSSING LIMBS, CO-DOMI NANT LEADERS, BROKEN OR DEAD BRANCHES, AND ANY BRANCHES THAT A HAZARD TO PEDESTRIANS.

TOP OF BALL TO 8E SET 2" TO 3" ABOVE TH E LEVEL OF THE SURROUNDNG SOIL.

3" EARTH SAUCER --~

REMOVE BURLAP AND BP..SKET FROM TOP 1/3 OF GALL AND REMOVE FROM SITE.

r---2" TO 4" SHREDDED HARDWOOD MULCH

CENTER TRU NK OF TREE IN PIT.

WATER THOROUGHLY TWICE WITH IN THE FIRST 48 HOURS.

SUBGRADE "~ulcc,Dc-rccc""cu'"u"cccu,,_~u"'cu.c-· BACKFILL WITH 1/2 CLEAN ' l "l'~~~"l ,~,""~;nu"rrc=cn'u"'' EXISTING SOIL, 1/4 CERTIFIED TOPSOIL, & 1/4 ORGANIC MATERIAL APPROVED BY THE COUNTY'.

UNDISTURBED SOIL

LSTAKING OPTIONAL UNLESS REQ UIRED BY ARL CO. INSPECTOR. STAKES OR GUYS ARE TO BE INSTALLED USING 1\CCEPTED ARBORICUL TURE PRACTICE

PLANTING TREES

DIRECTOR

IN OPEN AREA OR GR.I\SS STRIP

DATE

ARLINGTON COUNTY, VIRGINIA DEPARTMENT OF PLBLIC WORKS

DRA ~liNG NO . R-7.2

@!'~~N~TD. TREE PLANTING DETAIL

f-(/) w

CD li)

,;-;

N ~

0

~ li)

.:::::.. N

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.------------------.----------------------------------------------------------------------------------~B VIKA REVISIONS ARLINGTON, VIRGINIA 9

DEPARTMENT OF ENVIRONMENTAL SERVICES :5 ~------------~----~~~~~----------~~~------~~~------~=-----~=-~-----16

2311 WILSON BOULEVARD 5 INTERSECTION OF N. ADAMS ST AND WILSON

LANDSCAPE DETAILS SCALE HOR:

VER: I MTFA

DESIGNED CHECKED

BLVD ~

RC

" /

SUBMITTED DATE: APPROVED DATE: APPROVED DATE:

APRIL 18, 2011

Documents

2 3 1 1 WILSON BOULEVARD ARLINGTON VA 2 2 2 0 1 3 1 1 development team applicant michael foster, faia 2311 wilson boulevard, suite 200 arlington, va. 22201 {703) 703-524-6616 contact: