Reevesland (ca.1900) 400 N. Manchester Street, Arlington, VA Clarendon Blvd., Suite 400, Arlington, VA See below

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1 COUNTY, HISTORICAL AFFAIRS AND LANDMARK REVIEW BOARD APPLICATION FOR CERTIFICATE OF APPROPRIATENESS DATE March 9, 2018 Z- - -HD RPC# (TO BE COMPLETED BY STAFF) DESIGNATED PROPERTY: Name of Historic District Address of Building Reevesland (ca.1900), OWNER: Name County Board of Arlington County Address (if different) Phone (Home) Clarendon Blvd., Suite 400, (Work) See below PERSON FILING APPLICATION, IF OTHER THAN OWNER: Name Diane Probus Address 2700 S. Taylor Street, Arlington, VA Phone (Home) (Work) Relationship to Applicant Associate Planner, Parks and Recreation Dept. PROJECT ARCHITECT/ENGINEERS/CONTRACTORS: PURPOSE OF APPLICATION: Repair (change of materials) Alteration Addition Fence Demolition New construction Relocation Outbuildings Tree Removal Grading Sign Other X Will an application related to this property go before any of the following? No Board of Zoning Appeals Planning Commission County Board Other (please specify) Does the proposed work require a building permit? X YES NO Is any demolition anticipated? X YES NO If yes, please describe Demolition of garage and existing driveway. OVERVIEW OF PROPOSED WORK (ATTACH ADDITIONAL SHEETS IF NECESSARY): Description: See Attachment 1 Revised December 2016

2 Historical Affairs & Landmark Review Board c/o Historic Preservation Program 2100 Clarendon Boulevard, Suite 700 Dear Review Board Members: LETTER OF TRANSMITTAL Enclosed is an application for a Certificate of Appropriateness and the following attachments: Drawing(s) -- Indicate scale on each drawing. Site Plan / Plat 1" = 50 ' Elevation Floor Plan Section Detail Photograph(s) Please indicate number of photographs. Color Black/White Material Samples/Manufacturer s Catalog Cuts Please describe all material exhibits. YOUR SIGNATURE BELOW CONFIRMS YOUR CONSENT TO THE FOLLOWING: 1. I understand that these materials will be placed in the Historic Preservation Program s building file for information about my property following the public hearing. 2. I understand it is my responsibility to inform my adjacent neighbors of my building and construction plans for this project. 3. I hereby grant permission to the County s Historic Preservation Code Inspector to enter my property during the application and construction phases of my project. 4. I hereby grant permission to the County s Historic Preservation Code Inspector to take photographs of my property, including the existing conditions, during the construction phase, and after the project is completed. (Signed) Revised December 2016

3 ATTACHMENT 1 OVERVIEW OF PROPOSED WORK DESCRIPTION is requesting approval of the final engineered landscape design of the site changes to be constructed this spring at the Reevesland property (see Attachments 2a and 2b). HALRB approved the submitted landscape plan on May 17, 2017, Certificate of Appropriateness (CoA 17-11), which illustrated the planned site changes to the Reevesland property (see Attachment 3a and 3b). The site changes are required in order to record the Unified Residential Development Plat, approved by the County Board in September 2015, and to sell the farmhouse as a single family home. The final design conforms with the approved concept plan with the exception of minor changes to the parking pad design. The changes are described below and shown in Attachments 2a and 2b. A) Planting bed width, between house and parking pad, increased from 2' to 3' because of the existing underground old tank and pipes. B) The shape of the overall parking pad has been simplified to more easily accommodate the underground drainage under the porous paver portion of the parking pad. C) Parking pad will be overlaid with one size and color of paver, as previously shown on the approved plans. The paver subsurface will be concrete with mortar joints within 10 feet of the farmhouse and will have a gravel subsurface to accommodate the porous pavers and required drainage for the remainder of the parking pad

NAIL FD CO8 17 SL 96 IPF ramp BOULEVARD MANOR SECTION 4 D.B. 1256, PG. 538 PARCEL "D" RCP12030057 THE COUNTY BOARD OF COUNTY, N 86 47'25" E 98.42' 13335 D D 9100 10' STM STM STM STM STM STM 50.98' 33.

4 NAIL FD CO8 17 SL 96 IPF ramp BOULEVARD MANOR SECTION 4 D.B. 1256, PG. 538 PARCEL "D" RCP THE COUNTY BOARD OF COUNTY, N 86 47'25" E 98.42' D D ' STM STM STM STM STM STM 50.98' 33.30' B-1 concrete hcr asphalt hcr 9099 concrete concrete hcr p B-1 N 56 04'55" W ' 124' S 87 00'55" W ' ' ' N 02 59'05" W 42.22' 10' HOUSE CONNECTION UTILITY EASEMENT D.B. 1812, PG. 5 Path: L:\Division\Park Development\Projects\Reeves Farm\2017\100%CD\3rd DES LDA Submittal\Reeves Farm - CAD_ \ C-008_ Site.dwg SCALE: 1" = 20' SHEET: ATTACHMENT 2a Approval Revisions Designed: Drawn: Path: : Phone: SWM Reeves Farm Design Supervisor Plotted: Jan. 12, 2018 COUNTY, DEPARTMENT OF ENVIRONMENTAL SERVICES Layout Plan Reeves Farm (By-Right) Layout Plan C-008

5 ATTACHMENT 2b 1" Phone: SWM Reeves Farm Site Details Approval Design Supervisor Revisions Designed: Drawn: SCALE: SHEET: Path: : Jan. 12, 2018 Plotted: COUNTY, DEPARTMENT OF ENVIRONMENTAL SERVICES As Shown Site Details Reeves Farm (By-Right) C-011 Path: X:\Rockville\ Reeves Farm Park\05-CAD\ C Details.dwg

24 IPF 162.85' 10 ASHBY RCP12030054 25 27 EX. DRIVEWAY TO BE REMOVED N 41 09'05" E 391.73' 1 80.00' N 29 03' 40" W R12'-0" RCP120300 MASSABNY wire fence wire fence 8 7 181.

580 11 S 48 50' 55" E 128.81' B 12 13 14 PROP. CONCRETE WALKWAY 3 1 8 " 1" A GRASS PAVERS SECTION 02781.3 (2013) CONCRETE OR GRASSPAVE GRASS PAVERS.

6 24 IPF ' 10 ASHBY RCP EX. DRIVEWAY TO BE REMOVED N 41 09'05" E ' ' N 29 03' 40" W R12'-0" RCP MASSABNY wire fence wire fence ' S 41 09' 05" W 1 PROPOSED ASPHALT DRIVEWAY, DES STANDARD 10-12' FOR VEHICULAR ACCESS PROPOSED PERVIOUS PAVER PARKING 9 10 PHYSICAL LOCATION OF EX. VEPCO ESM'T. D.B PG S 48 50' 55" E ' B PROP. CONCRETE WALKWAY " 1" A GRASS PAVERS SECTION (2013) CONCRETE OR GRASSPAVE GRASS PAVERS. SEE PLANS AND SPECIFICATIONS FOR TYPE, SIZE, AND LAYOUT. SOD PLUG OR TOPSOIL AND GRASS SEED. SEE PLANS AND SPECIFICATIONS. 1" BEDDING SAND CONFORMING TO ASTM C33 GRADING REQUIREMENTS. SCREED TO UNIFORM THICKNESS NOT TO EXCEED 1 1 2" COMPACTED AGGREGATE BASE, VDOT 57 COMPACTED SUBGRADE NOTES: 1. FINAL LEVEL OF TOPSOIL SHALL BE BROADCAST DIRECTLY ON PAVER AND SWEPT INTO OPENING. 2. FINAL LEVEL OF TOPSOIL SHALL BE 3 4" BELOW THE SURFACE OF THE PAVER. 3. DISPERSE GRASS SEED ON TOP OF TOPSOIL. 4. PAVERS SHOULD BE VIBRATED AGAIN ONCE THE VOIDS ARE FULL. ATTACHMENT 3a 1"=1'-0" REEVES FARM 400 N. MANCHESTER ST., VA LANDSCAPE PLAN ENGLARGEMENT AND DETAILS Seal Phone: A 56 04'55" W ' PROPOSED GRASS PAVER ACCESS 3 X 9'-0" X 4 PROP. GRASS PAVER ACCESS EX. DRIVEWAY TO BE REMOVED ' N 37 54' 00" E 23'-0" N 52 06' 00" W 77.00' planting strip 2'-0" 8'-0" LOT 1 13,827 SQ. FT. OR ACRES EX HOUSE TO REMAIN 21 S 37 54' 00" W 92.00' EX. EX. B Approvals Department Director Chief Design Unit Supervisor Revisions Designed: kvb Drawn: kvb 6 EX GARAGE TO BE REMOVED PROP. CONCRETE WALKWAY EX. CONC. WALKS old compost bin 20 GRAPHIC SCALE Reeves Farm Base.dwg : Sheet 1" = 10'-0" 05/11/ ' Plotted: May 11, 2017 L:\Division\Park Development\Projects\Reeves Farm\2015 Design\CAD\

ATTACHMENT 3b 18" NO ENTRY TREE PRESERVATION AREA CALL: 703-228-6557 TO REPORT VIOLATIONS PROHIBIDO ENTRAR ZONA DE PROTECTION DEL ARBOL LLAMAR AL TEL.

TREE PROTECTION FENCE (TPF) SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING OR DEMOLITION. 2. TPF SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 3.

7 ATTACHMENT 3b 18" NO ENTRY TREE PRESERVATION AREA CALL: TO REPORT VIOLATIONS PROHIBIDO ENTRAR ZONA DE PROTECTION DEL ARBOL LLAMAR AL TEL PARA REPORTAR INFRACCIONES 12" 2" CHAIN LINK FABRIC PIPE 2" O.D. GALVANIZED STEEL SIGN ENLARGEMENT 2" = 1'-0" NOTES: 1. TREE PROTECTION FENCE (TPF) SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING OR DEMOLITION. 2. TPF SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 3. REMOVE TPF ONLY WITH APPROVAL FROM COUNTY URBAN FORESTER AFTER ALL SITE WORK HAS BEEN COMPLETED. 4. SIGN MATERIAL TO BE WEATHER RESISTANT. ELEVATION 10"-0" MAX. TYPICAL SIGNAGE 30' O.C. (SEE ENLARGEMENT) TENSION BAR AT ENDS 6'-0" MIN. 2'-0" MIN. DEPTH TREES " DBH 1" DBH = 1' CRZ RADIUS TREES 8" DBH AND SMALLER 8' CRZ RADIUS AROUND THE TRUNK OF TREE 8'-0" 15' CRZ 15" DBH 15'-0" 8' CRZ 4" DBH TREES 30" DBH OR GREATER OR TREES DESIGNATED AS SPECIMEN TREES 1" DBH = 1.5' CRZ RADIUS 45' CRZ 30" DBH ELEVATION 45'-0" NOTES: 1. GRAPHICALLY, THE CRITICAL ROOT ZONE (CRZ) IS REPRESENTED AS A CIRCULAR REGION MEASURED OUTWARD FROM A TREE TRUNK REPRESENTING THE AREA OF ROOTS THAT MUST BE MAINTAINED OR PROTECTED FOR THE TREE'S SURVIVAL. 2. THE CRZ OF A TREE IS THE ZONE IN WHICH MOST OF THE MAJORITY OF THE ROOTS LAY. 95% OF THE ROOTS OF MOST TREES WILL BE FOUND IN THE UPPER 12-18" OF THE SOIL. MOST OF THE ROOTS THAT SUPPLY THE NUTRIENTS AND WATER TO THE TREE ARE FOUND JUST BELOW THE SOIL SURFACE. THE TOTAL AMOUNT OF A TREE'S ROOTS ARE GENERALLY PROPORTIONAL TO THE VOLUME OF THE TREE'S CANOPY. THEREFORE, IF THE ROOTS ONLY PENETRATE A THIN LAYER OF SOIL, THEN THE ROOTS MUST SPREAD FAR FROM THE TREE, BEYOND THE EXTENSION OF THE CANOPY. 3. PLOT ACCURATE TRUNK LOCATIONS OF ALL TREES GREATER THAN 3" DIAMETER AT BREAST HEIGHT (DBH) AND/OR TREE STANDS WITHIN DEVELOPMENT AREAS ON ALL PLANS FOR THE PROJECT AND DELINEATE THEIR ESTIMATED CRITICAL ROOT ZONE. 4. PLOT ACCURATE TRUNK LOCATIONS OF OFFSITE TREES WHICH WILL HAVE THEIR CRZ AFFECTED BY DEVELOPMENT AND DELINEATE THEIR ESTIMATED CRITICAL ROOT ZONE. TREE PROTECTION AREA ROOT PRUNE ON TREE SIDE OF FENCE TREE PROTECTION AREA SECTION TREE PROTECTION FENCE (SEE DETAIL) MAY BE OUTSIDE OF TRENCHLINE OR WITHIN TRENCH FENCE TO FOLLOW LIMIT OF DISTURBANCE (LOD) UNLESS OTHERWISE NOTED ROOT PRUNING TRENCH MAX. WIDTH 18" TYPICAL DEPTH NOTES 1. ROOT PRUNING SHALL BE DONE WITH A TRENCHER OR VIBRATORY PLOW TO A DEPTH OF 18". ROOTS OVER 1.5" IN DIAMETER SHALL HAVE A CLEAN CUT MADE BY A CLEAN SAW ON THE SURFACE OF THE ROOT, WHICH IS STILL ATTACHED TO THE TREE. DO NOT PAINT THE CUT ROOT END. IF EXCAVATION IS FOR INSTALLATION OF UNDERGROUND UTILITIES, LEAVE THE ROOT INTACT AND THREAD THE LINES UNDERNEATH. 2. ROOT PRUNING SHALL TAKE PLACE PRIOR TO ANY CLEARING AND GRADING. EXACT LOCATION OF TREE PROTECTION AREAS SHALL BE STAKED OR FLAGGED PRIOR TO TRENCHING. 3. ROOT PRUNING SHALL BE CONDUCTED WITH THE SUPERVISION OF A CERTIFIED ARBORIST. 4. BACKFILL THE ROOT-PRUNING TRENCH WITH EXCAVATED SOIL AND MULCH AND MARK LOCATION FOR FUTURE REFERENCE. SILT FENCE MAY BE INSTALLED IN TRENCH PRIOR TO BACKFILLING AS LONG AS THE TRENCH IS NOT OPEN FOR LONGER THAN 48 HOURS WITHOUT WATERING. 5. ROOT PRUNING WORK WILL NOT BE DONE WHEN MORE THAN THE TOP 1 INCH OF SOIL IS FROZEN. ROOT PRUNING WILL NOT BE UNDERTAKEN WHEN THE SOIL IS WET AND CONDITIONS ARE MUDDY. 6. THE COUNTY URBAN FORESTER SHALL BE NOTIFIED WHEN ALL ROOT PRUNING AND TREE PROTECTION FENCE INSTALLATION IS COMPLETE. Phone: REEVES FARM 6' CHAIN LINK TREE PROTECTION FENCE 1/2" = 1'-0" TREE PROTECTION DETAIL FOR DETERMINING CRITICAL ROOT ZONE N.T.S. L3 A (2013) L3 B (2013) L3 C ROOT PRUNING (2013) N.T.S. 400 N. MANCHESTER ST., VA NOTES 1. AT PLANTING PRUNE ONLY CROSSING LIMBS, BROKEN OR DEAD BRANCHES, AND ANY BRANCHES THAT POSE A HAZARD TO PEDESTRIANS. DO NOT PRUNE INTO OLD WOOD ON EVERGREENS. 2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREA FOR TREE PIT WITHOUT ADVERSELY IMPACTING ADJACENT SITE FEATURES. 3. UNLESS OTHERWISE DIRECTED BY PROJECT OFFICER, BACKFILL SOIL MIXTURE WILL BE 3/4 EXISTING SOIL CLEANED OF DEBRIS (GRAVEL, ROCKS, STICKS, TRASH, ETC.) AND MIXED WITH 1/4 ORGANIC MATERIAL(COMPOSTED BARK, LEAF MOLD, OR OTHER PLANT DEBRIS PROCESSED TO A POINT OF DECAY AND APPROVED BY THE PROJECT OFFICER; PEAT MOSS MAY NOT BE USED). 4. CONTRACTOR SHALL REMOVE EXCESS SOIL & DEBRIS FROM SITE. MULCH RING (6 FT.) DIAM. MIN. THIS DETAIL SUPERSEDES ALL OTHER TREE PLANTING DETAILS IN COUNTY. CENTER TREE IN PIT AND SET TOP OF ROOT BALL 2 IN. ABOVE ADJACENT GRADE. THE TRUNK FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 2" FINISHED GRADE VDOT SM-2A ASPHALT SURFACE COURSE VDOT BM-2 ASPHALT BASE COURSE AGGREGATE BASE COMPACTED VDOT 21-A STONE HAVING MINIMUM CBR-30 MAINTAIN GRADE TO PROPOSED ELEVATION FOR POSITIVE DRAINAGE ACROSS PATH WHERE NECESSARY, NO PONDING OF WATER WILL BE ALLOWED AT SHOULDERS POSITIVE DRAINAGE WIDTH VARIES - SEE PLAN MAX. 1.75% CROSS-SLOPE STONE CHIP SURFACE SLOPE ASPHALT EDGE AT 45 ANGLE TREE PRESERVATION AND LANDSCAPE DETAILS Seal 5. TREES PLANTED WITHOUT THE TRUNK FLARE VISIBLE WILL BE REJECTED. 6. TREES MAY ONLY BE STAKED IF REQUIRED BY THE PROJECT OFFICER. REFER TO STAKING DETAILS. ROUGHEN SIDES OF PLANTING HOLE BACKFILL SOIL MIXTURE FOR ENTIRE TREE PIT AREA X ROOTBALL DEPTH SOIL SHALL BE FIRMED IN 8" LIFTS L3 D 3 IN. MULCH; MULCH MUST BE 6 IN. AWAY FROM TREE TRUNK TREE PLANTING DETAIL 3'-0" MIN WIDTH OF TREE PIT 2 TIMES ROOTBALL DIAMETER OR 5'-0", WHICHEVER IS GREATER FOR OPEN PLANTING AREAS FREE OF PAVING OR GRATES 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM TOP 2/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT UNDISTURBED SUBGRADE NOT TO SCALE L3 E ASPHALT DRIVEWAY SECTION COMPACTED OR UNDISTURBED SUBGRADE " = 1'-0" *TO ACHIEVE A NATURAL STONE SURFACE AESTHETIC, CONTRACTOR SHALL APPLY A 1/4 INCH THICK LAYER OF STONE CHIPS OVER THE SURFACE OF ASPHALT PRIOR TO ROLLING. AFTER ROLLING APPLY A LIGHT TACK COAT WITH AN ADDITIONAL 1/4 INCH THICK LAYER OF STONE CHIPS- REPEAT ROLLING. STONE PRODUCT TO BE VDOT #8 STONE. **A CHIP SEAL SURFACE MAY ALSO BE PROVIDED OVER INSTALLED ASPHALT PAVEMENT AS AN ALTERNATE OPTION OR CONTRACTOR MAY SUBMIT ALTERNATE METHOD OF STONE CHIP SURFACE TREATMENT TO ACHIEVE DESIRED LOOK OF DRIVEWAY AND WALKWAYS FOR REVIEW AND APPROVAL. STONE CHIP SEAL PARKING PAD - ALTERNATE 2.5in SM-9.5A SURFACE COURSE 4 OR 6in VDOT 21A- COMPACTED AGGREGATE BASE - 95% DENSITY. PROVIDE DEPTH IN AREAS NOT DESIGNATED AS CRITICAL ROOTZONES OF EXISTING TREES. IN AREAS WITH CRITICAL ROOTZONES, PROVIDE A 4" AGGREGATE BASE UNDISTURBED OR COMPACTED SUBGRADE N.T.S. Approvals Department Director Chief Design Unit Supervisor Revisions Designed: kvb Drawn: kvb Reeves Farm Base.dwg : as noted 05/11/2017 Sheet L3

ARLINGTON COUNTY, VIRGINIA HISTORICAL AFFAIRS AND LANDMARK REVIEW BOARD APPLICATION FOR CERTIFICATE OF APPROPRIATENESS

ARLINGTON COUNTY, VIRGINIA HISTORICAL AFFAIRS AND LANDMARK REVIEW BOARD APPLICATION FOR CERTIFICATE OF APPROPRIATENESS DATE Z- - -HD RPC# (TO BE COMPLETED BY STAFF) DESIGNATED PROPERTY: Name of Historic