vicinity map sheet index - nova parks botanical... · id in inv ijs ijd. rad row. radius right ......

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:

Rhodeside & Harwell 2016c

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%

Signature Invalid without Raised Seal of L. A.

MEADOWLARKBOTANICALGARDENS

CLIENT

PROJECT ADDRESS

KEVIN FISHERCOMMONWEALTH OF VIRGINIALICENSED LANDSCAPE ARCHITECTLIC. No. 0406001938

510 King StreetSuite 300Alexandria, VA 22314

703-683-7447 ph703-683-7449 fx

www.rhodeside-harwell.com

RHODESIDE & HARWELL

NOVA PARKS

9750 MEADOWLARK GARDENS CT.VIENNA, VA 22182

- 10 JUNE 2016 - 100% IFC

MEADOWLARK BOTANICAL GARDENSVisitor Center Entrance Improvements

CONSTRUCTION DOCUMENTS

NOVA PARKS

SITE

VICINITY MAP

N/A

G-001

COVER SHEET

SHEET INDEX

LANDSCAPE ARCHITECTURE

RHODESIDE & HARWELL510 KING STREET, SUITE 300ALEXANDRIA, VA 22314TEL (703) 683-7447

LAND SURVEYING

RC FIELDS & ASSOCIATES730 SOUTH WASHINGTON STREETALEXANDRIA, VA 22314TEL (703) 549-6422

STRUCTURAL ENGINEERING

MCMULLAN & ASSOCIATES1861 WIEHLE AVENUE, SUITE 125RESTON, VA 20190TEL (703) 556-0651

ELECTRICAL ENGINEERING

POTOMAC ENERGY GROUP2901 TELESTAR COURT, SUITE 400FALLS CHURCH, VA 22042TEL (703) 683-5000

5400 OX ROADFAIRFAX STATION, VA 22039

TEL (703) 352-5900

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GENERAL G-001 - COVER SHEET G-002 - LANDSCAPE NOTES, SYMBOLS, AND ABBREVIATIONS LANDSCAPE L-001 - EXISTING CONDITIONS PLAN L-002 - DEMOLITION AND TREE PRESERVATION PLAN L-003 - TREE PRESERVATION DETAILS L-101 - TREE PLANTING PLAN - F.I.0 L-201 - ENTRANCE MATERIALS PLAN L-202 - ENTRANCE LAYOUT PLAN L-203 - ENTRANCE GRADING PLAN L-301 - WALL DETAILS L-302 - STAIR DETAILS L-303 - WALL AND STAIR DETAILS L-304 - PAVING DETAILS L-305 - PAVING AND FOOTING DETAILS ELECTRICAL E-000 - COVER SHEET E-100 - PARTIAL SITE PLAN E-200 - POWER RISER DIAGRAM AND SCHEDULES STRUCTURAL S-001 - DESIGN NOTES S-101 - PLAN AND DETAILS

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SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

G-002

LANDSCAPE NOTES,SYMBOLS, AND

ABBREVIATIONS

N/A

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ABBREVIATIONS

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WEST WITH

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W W/

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PA PC PIP PL PT POB PROP

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HORIZONTAL HIGHPOINT

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HOR HP

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PLANTING AREA POINT OF CURVATURE POURED IN PLACE PROPERTY LINE POINT OF TANGENT POINT OF BEGINNING PROPOSED

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DEGREE OF CURVATURE DEMOLISH/DEMOLITION DIAMETER DIMENSION

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D DEMO DIA DIM

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INSIDE DIAMETER INCH INVERT ISOLATION JOINT - SAW CUT ISOLATION JOINT - DOWELED

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ID IN INV IJS IJD

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RAD ROW

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RADIUS RIGHT-OF-WAY

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MISCELLANEOUS:

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AT FEET INCHES NUMBER

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#

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EDGE OF PAVEMENT EQUAL EXISTING TO REMAIN END OF VERTICAL CURVE END WALL EXISTING EXISTING PLANTING AREA

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FOREST CONSERVATION PLAN FINISHED GRADE (PAVED AREA) FLOW LINE FOREST STAND DELINEATION FOOT/FEET FOOTING

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GRADE

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EP EQ ETR EVC EW EX EX PA

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B&B BC BVC BR BW/BOW

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BALLED AND BURLAPPED BOTTOM OF CURB BEGINNING OF VERTICAL CURVE BOTTOM OF RAMP BOTTOM OF WALL

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FCP FG FL FSD FT FTG

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CAL CAB CIP CIRC CJG CL CONT CW

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CALIPER CATCH BASIN CAST IN PLACE CIRCUMFERENCE CONTROL JOINT - GROOVED CENTERLINE CONTINUOUS CONCRETE WALK

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G

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ADJACENT ALTERNATE APPROXIMATE ARCHITECT/ARCHITECTURAL

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ADJ ALT APPROX ARCH

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SOUTH SECTION STORM DRAIN SQUARE FEET STAINLESS STEEL

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METER MASONRY MAXIMUM MINIMUM MISCELLANEOUS METAL

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M MAS MAX MIN MISC MTL

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S SCTN SD SF SS

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OAE OC OD

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OR APPROVED EQUAL ON CENTER OUTSIDE DIAMETER

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N NIC NTS

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NORTH NOT IN CONTRACT NOT TO SCALE

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TANGENT TOP OF CURB TOP OF RAMP TOP OF WALL TREE PROTECTION AREA TYPICAL

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T TC TR TW TPA TYP

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VARIES/VARIABLE VERTICAL CURVE VERTICAL VERIFY IN FIELD

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VAR VC VERT VIF

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L LArch LF LOD LP

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LENGTH OF CURVE LANDSCAPE ARCHITECT LINEAR FEET LIMIT OF DISTURBANCE LOW POINT

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@

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'

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"

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GENERAL NOTES

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DRAWINGS SHOW EXTENT, LOCATION, DIMENSIONS, RELATIONSHIPS AMONG VARIOUS PART, AND QUANTITY OF ITEMS. IN CASE OF CONFLICT THE SPECIFICATIONS SHALL GOVERN. THE LARGER THE SCALE OF THE DRAWINGS, THE MORE PRECEDENCE: i.e. A 1 INCH PER FOOT SCALE DRAWING GOVERNS OVER A 10 FEET PER INCH DRAWING. CONTRACTOR SHALL PROTECT FROM DAMAGE TO ALL EXISTING TREES INDICATED TO REMAIN. CONTRACT INCLUDES ALL DEMOLITION REQUIRED TO COMPLETE JOB AND TO REMOVE AND TO DISPOSE OF ITEMS FROM SITE COMPLETELY IN ACCORDANCE WITH LOCAL LAWS. DO NOT BURN OR BURY ANY DEMOLITION ITEMS ON SITE. CONTRACTOR IS RESPONSIBLE FOR MAKING SITE VISITS TO DETERMINE AND VERIFY ALL DEMOLITION REQUIREMENTS PRIOR TO BIDDING. THE CONTRACTOR SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE EXISTING ADJACENT FACILITIES AND STRUCTURES THAT ARE TO REMAIN. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION (UNLESS OTHERWISE INDICATED) TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND OWNER. ADJACENT STREETS AND SIDEWALKS SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE. ADEQUATE MEANS AND FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR TO CLEAN TRUCKS AND OTHER EQUIPMENT LEAVING THE SITE. THE EXISTING SURROUNDING FACILITIES ARE TO REMAIN IN OPERATION WHILE CONSTRUCTION WORK IS BEING DONE. ALL UTILITY WORK SHALL BE COORDINATED WITH THE OWNER AND LOCAL UTILITY COMPANIES AND SHALL BE PERFORMED IN AN EXPEDITIOUS MANNER. UTILITIES SHOWN ON DRAWINGS ARE BASED ON PUBLISHED DATA AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. THE CONTRACTOR MUST LOCATE AND VERIFY ALL SUCH INFORMATION, INCLUDING INFORMATION NOT SHOWN ON PLANS, BY CONTACTING THE INDIVIDUAL UTILITY COMPANY AND INVESTIGATING THE SITE TO DETERMINE THE EXACT LOCATION OF RESPECTIVE UTILITY LINES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, AND TO THE SATISFACTION OF THE PROJECT OWNER & THE UTILITY OWNER, DAMAGE TO ANY UTILITY CAUSED BY HIS WORK. HE SHALL IMMEDIATELY NOTIFY THE OWNER AND THE UTILITY OWNER OF ANY DAMAGE TO ANY UTILITY BY REASON OF HIS OPERATION. BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT [Miss Utility 1-800-552-7001] AT LEAST 3 WORKING DAYS PRIOR TO STARTING WORK SO THAT THEY CAN ARRANGE TO MARK THE HORIZONTAL LOCATION OF UNDERGROUND FACILITIES. CONTRACTOR SHALL ALSO CONSULT WITH MAINTENANCE SUPERVISOR PRIOR TO EXCAVATION. DO NOT SCALE MEASUREMENTS FROM DRAWINGS. FOLLOW MEASUREMENTS AND DIMENSIONS PROVIDED ON DRAWINGS. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF DISCREPANCIES BETWEEN PLAN DIMENSIONS AND ACTUAL DIMENSIONS ARE ENCOUNTERED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO VERTICAL AND HORIZONTAL START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION. POSITIVE DRAINAGE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PONDING OR STANDING WATER WILL NOT BE PERMITTED. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DEVIATION FROM THIS PLAN PRIOR TO ANY CHANGE BEING MADE. ANY DEVIATION FROM THIS PLAN WITHOUT WRITTEN AUTHORIZATION FROM CONTRACTING OFFICER WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND CORRECTIONS SHALL BE MADE BY THE CONTRACTOR AT NO COST TO THE OWNER. SEED ALL AREAS WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT PAVED, PLANTED, MULCHED OR SPECIFICALLY NOTED AS "SOD". SEED AND STABILIZE, PER THE SPECIFICATIONS, ALL GRADED SLOPES, UNLESS SPECIFICALLY NOTED AS "SOD". RESTORE, PER THE SPECIFICATIONS, ALL EXISTING LAWNS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS.

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1

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1

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L-271

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10

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PHO

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1

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L-234

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REFERENCE SYMBOLS

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DETAIL NUMBER (OR LETTER)

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SHEET NUMBER

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L-233

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DETAIL NUMBER (OR LETTER)

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SHEET NUMBER

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SECTION LINE

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DIRECTION SECTION FACES

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NUMBERED NOTE. REFER TO NOTES ON THIS SHEET. LEGENDS MAY BE GIVEN ON INDIVIDUAL SHEETS FOR EASE OF REFERENCE.

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PLANT SYMBOL, REFER TO PLANT LIST

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PLANT QUANTITY

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0.0%

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0.00

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(0.00)

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0

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PROPOSED SPOT ELEVATION (THIS CONTRACT)

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EXISTING SPOT ELEVATION (TO REMAIN)

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PROPOSED SLOPE

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PROPOSED CONTOUR

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TREE PRESERVATION NOTES

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TREE PROTECTION INSTALL TREE PROTECTION FENCING AROUND THE EXISTING STREET TREES WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF WORK TREE PROTECTION FENCING MUST BE CONSTRUCTED OF A RIGID MATERIAL; 2" x 4" FRAMING COVERED BY STAPLED ORANGE MESH CONSTRUCTION FENCE IS ACCEPTABLE. CHAIN LINK OR PLYWOOD SIDING IS PREFERRED. FENCING SHOULD BE INSTALLED TO THE EXTENT SHOWN ON THE DEMO AND TREE PRESERVATION PLANS AND NOT BE SECURED TO THE GROUND WITH STAKES OR OTHER ANCHORS. NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE FENCED TREE PROTECTION AREA: ALTERATION OR DISTURBANCE TO EXISTING GRADE, STAGING/STORAGE OR CONSTRUCTION MATERIALS, EQUIPMENT, SOIL, OR DEBRIS; DISPOSAL OF ANY LIQUIDS E.G. CONCRETE, GAS, OIL, PAINT; AND BLACKTOP, AND TRENCHING. NO HEAVY EQUIPMENT SHALL BE USED TO REMOVE EXISTING HARDSCAPE WITHIN THE DRIPLINE OF THE STREET TREES. THE DRIPLINE IS DEFINED AS THE GROUND AREA UNDER THE CANOPY OF THE TREE. EXCAVATIONS WITHIN THE DRIPLINE SHALL PROCEED WITH CARE BY USE OF HAND TOOLS OR AIRSPADE WHEN REQUESTED BY LANDSCAPE ARCHITECT TO AVOID INJURY TO TREE TRUNKS, BRANCHES, AND ROOTS. EXPOSED ROOTS 2" AND LARGER IN DIAMETER SHALL BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST AT ALL TIMES. NO ROOTS GREATER THAN 2" IN DIAMETER SHALL BE CUT WITHOUT UFA PERMISSION. ALL TREES THAT ARE PROTECTED MUST BE WATERED EVERY 10 DAYS THROUGHOUT CONSTRUCTION FROM APRIL-SEPTEMBER.

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LIMITS OF WORK LINE

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PLANTING AREA

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SYMBOLS LEGEND

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LIMITS OF DISTURBANCE

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DEMOLITION ITEMS

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DEMOLITION AREAS

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TREE PROTECTION FENCE

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D

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Y

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H

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FIRE HYDRANT

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BOLLARD LIGHT

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P.I.P CONCRETE PAVING

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P.I.P CONCRETE PAVING WITH BRICK SOLDIER COURSE BAND

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BRICK PAVING BAND

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PRECAST CONCRETE PAVING

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POLE LIGHT

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KEYED NOTES

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100

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SITE UTILITIES

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101

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EXISTING WATER LINE

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EXISTING CURB INLET

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102

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EXISTING FIRE HYDRANT

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150

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SITE FEATURES

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151

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152

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153

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154

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156

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BUILDING COLUMNS

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EXISTING PLANTING AREA

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EXISTING PARK SIGN

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EXISTING CONCRETE PAVING

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EXISTING CURB AND GUTTER

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EXISTING ASPHALT PAVING

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155

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EXISTING TREE

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200

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PAVING AND SURFACING

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201

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202

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203

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BRICK PAVING BAND

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CONCRETE PAVERS

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1

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L-304

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2

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L-304

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3

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L-304

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4

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L-304

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204

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CONCRETE CURB

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1

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L-305

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205

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PEDESTRIAN CURB RAMP

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7

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L-305

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300

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WALLS AND STAIRS

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301

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302

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ENTRANCE WALL

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STONE STAIRS

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HANDRAIL AT STONE STAIRS

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1

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L-302

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1

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L-301

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2

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L-302

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400

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POLE LIGHT

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SITE FURNISHINGS

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6

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L-305

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900

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DEMOLITION

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LIMITS OF WORK

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901

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EXISTING FIRE HYDRANT TO REMAIN

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902

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EXISTING PLANTER TO REMAIN

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905

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EXISTING WATER LINE TO BE MAINTAINED

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EXISTING BOLLARD LIGHT TO BE REMOVED

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906

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EXISTING BRICK PIER TO BE REMOVED

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907

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EXISTING CURB INLET TO REMAIN

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903

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EXISTING ROLLED CURB TO REMAIN

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904

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EXISTING PARK SIGN TO REMAIN

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909

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EXISTING STAIRS TO BE REMOVED

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908

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EXISTING SANITARY LATERAL LINE TO BE MAINTAINED

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911

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EXISTING STORMSEWER LINE TO BE MAINTAINED

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910

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SALVAGE EXISTING BENCH

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912

SEE SHEET L-002 FOR DEMOLITIONAND TREE PRESERVATION PLAN

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-001

EXISTING CONDITIONSPLAN

1" = 20'

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1)36" PINE 36" PINE 2)28" PINE 28" PINE 3)10" CHERRY 10" CHERRY 4)15" MAPLE 15" MAPLE 5)10" CHERRY 10" CHERRY 6)6" CHERRY 6" CHERRY 7)12" TREE 12" TREE 8)15" MAPLE 15" MAPLE 9)17" MAPLE 17" MAPLE 10)18" OAK 18" OAK 11)24" CHERRY 24" CHERRY 12)20" MAPLE 20" MAPLE 13)12" CRAPE MYRTLE 12" CRAPE MYRTLE 14)12" CRAPE MYRTLE 12" CRAPE MYRTLE 15)12" CRAPE MYRTLE 12" CRAPE MYRTLE 16)12" CRAPE MYRTLE 12" CRAPE MYRTLE 17)12" CRAPE MYRTLE 12" CRAPE MYRTLE 18)12" CRAPE MYRTLE 12" CRAPE MYRTLE 19)12" CRAPE MYRTLE 12" CRAPE MYRTLE 20)20" MAPLE 20" MAPLE 21)18" OAK 18" OAK 22)18" CHERRY 18" CHERRY 23)12" OAK 12" OAK 24)18" CHERRY 18" CHERRY 25)9" MAPLE 9" MAPLE 26)28" BEECH 28" BEECH 27)28" BEECH 28" BEECH 28)18" CHERRY 18" CHERRY 29)20" CHERRY 20" CHERRY 30)18" MAPLE 18" MAPLE 31)18" OAK 18" OAK 32)12" MAPLE 12" MAPLE 33)18" OAK 18" OAK 34)20" OAK 20" OAK 35)25" MAPLE 25" MAPLE 36)10" CRAPE MYRTLE 10" CRAPE MYRTLE 37)10" CRAPE MYRTLE 10" CRAPE MYRTLE 38)10" CRAPE MYRTLE 10" CRAPE MYRTLE 39)24" MAPLE 24" MAPLE 40)18" OAK 18" OAK 41)18" OAK 18" OAK 42)18" MAPLE 18" MAPLE 43)15" MAPLE 15" MAPLE 44)12" MAPLE 12" MAPLE 45)15" MAPLE 15" MAPLE 46)10" TREE 10" TREE 47)28" BEECH 28" BEECH 48)28" BEECH 28" BEECH 49)28" BEECH 28" BEECH 50)10" MAPLE 10" MAPLE 51)15" MAGNOLIA 15" MAGNOLIA 52)15" MAGNOLIA 15" MAGNOLIA 53)15" MAGNOLIA 15" MAGNOLIA 54)18" CHERRY 18" CHERRY 55)14" CHERRY 14" CHERRY 56)22" CHERRY 22" CHERRY 57)15" MAPLE 15" MAPLE 58)18" OAK 18" OAK 59)18" MAPLE 18" MAPLE 60)10" CRAPE MYRTLE 10" CRAPE MYRTLE 61)10" CRAPE MYRTLE 10" CRAPE MYRTLE 62)10" CRAPE MYRTLE 10" CRAPE MYRTLE 63)10" CRAPE MYRTLE 10" CRAPE MYRTLE 64)10" CRAPE MYRTLE 10" CRAPE MYRTLE 65)10" CRAPE MYRTLE 10" CRAPE MYRTLE 66)10" CRAPE MYRTLE 10" CRAPE MYRTLE 67)18" MAPLE 18" MAPLE 68)18" OAK 18" OAK 69)18" OAK 18" OAK 70)18" MAPLE 18" MAPLE 71)16" MAPLE 16" MAPLE 72)9" MAPLE 9" MAPLE 73)14" MAPLE 14" MAPLE 74)18" OAK 18" OAK 75)18" MAPLE 18" MAPLE 76)10" CRAPE MYRTLE 10" CRAPE MYRTLE 77)10" CRAPE MYRTLE 10" CRAPE MYRTLE 78)10" CRAPE MYRTLE 10" CRAPE MYRTLE 79)10" CRAPE MYRTLE 10" CRAPE MYRTLE 80)10" CRAPE MYRTLE 10" CRAPE MYRTLE 81)10" CRAPE MYRTLE 10" CRAPE MYRTLE 82)10" CRAPE MYRTLE 10" CRAPE MYRTLE 83)10" CRAPE MYRTLE 10" CRAPE MYRTLE 84)15" CEDAR 15" CEDAR 85)17" OAK 17" OAK 86)17" OAK 17" OAK 87)18" OAK 18" OAK 88)10" PLUM 10" PLUM 89)7" CEDAR 7" CEDAR 90)12" CHERRY 12" CHERRY 91)15" MAPLE 15" MAPLE 92)25" CEDAR 25" CEDAR 93)30" CEDAR 30" CEDAR 94)10" BIRCH 10" BIRCH 95)7" MAPLE7" MAPLE

AutoCAD SHX Text

EX. L.P. (TYP.)

AutoCAD SHX Text

EX. F.H.

AutoCAD SHX Text

329.4

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327.5

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328.8

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328.8

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330.4

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331.6

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331.6

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330.7

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331.0

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328.9

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330.1

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328.4

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325.8

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324.2

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323.9

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325.1

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325.6

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326.8

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326.9

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326.7

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325.9

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324.5

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323.2

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323.2

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322.1

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328.6

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327.2

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330.8

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331.3

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331.5

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331.7

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332.6

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330.2

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330.4

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329.5

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329.0

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330.1

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327.8

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326.2

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324.9

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323.4

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324.7

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327.4

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327.0

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327.0

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325.8

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323.0

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322.6

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321.9

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323.1

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324.9

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324.4

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323.9

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324.8

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326.8

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325.8

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326.9

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324.8

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325.4

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324.3

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324.6

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325.0

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329.9

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329.3

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330.8

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328.7

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329.6

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328.8

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328.4

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328.5

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327.6

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327.3

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327.7

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326.8

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326.4

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326.6

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325.8

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325.6

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325.7

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325.3

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325.2

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325.8

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330.6

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331.1

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330.3

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328.2

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325.0

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326.8

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324.1

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321.4

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321.6

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322.1

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323.0

AutoCAD SHX Text

323.4

AutoCAD SHX Text

323.7

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323.3

AutoCAD SHX Text

322.9

AutoCAD SHX Text

322.9

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322.9

AutoCAD SHX Text

323.4

AutoCAD SHX Text

323.7

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322.4

AutoCAD SHX Text

322.3

AutoCAD SHX Text

321.8

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321.1

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320.5

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320.7

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320.8

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321.7

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321.3

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322.2

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322.4

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322.7

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321.4

AutoCAD SHX Text

322.7

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326.7

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325.4

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320.8

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319.9

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320.0

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320.3

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320.3

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320.8

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321.2

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322.0

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320.4

AutoCAD SHX Text

319.4

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321.6

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321.2

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320.6

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321.1

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321.1

AutoCAD SHX Text

320.2

AutoCAD SHX Text

319.8

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321.1

AutoCAD SHX Text

323.4

AutoCAD SHX Text

324.8

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325.5

AutoCAD SHX Text

324.9

AutoCAD SHX Text

325.6

AutoCAD SHX Text

325.3

AutoCAD SHX Text

325.2

AutoCAD SHX Text

324.5

AutoCAD SHX Text

323.8

AutoCAD SHX Text

325.7

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325.2

AutoCAD SHX Text

324.4

AutoCAD SHX Text

323.1

AutoCAD SHX Text

322.5

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321.5

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324.1

AutoCAD SHX Text

323.4

AutoCAD SHX Text

323.4

AutoCAD SHX Text

322.6

AutoCAD SHX Text

321.4

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320.6

AutoCAD SHX Text

321.1

AutoCAD SHX Text

320.7

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320.1

AutoCAD SHX Text

320.5

AutoCAD SHX Text

320.6

AutoCAD SHX Text

321.6

AutoCAD SHX Text

323.3

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321.4

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320.3

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319.8

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319.6

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319.4

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319.9

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320.2

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320.2

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320.9

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320.9

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322.4

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319.9

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319.4

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319.7

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316.6

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319.1

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319.3

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319.9

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318.8

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319.2

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319.5

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320.6

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320.6

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321.3

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319.5

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320.6

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319.0

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319.1

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322.7

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321.2

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320.6

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324.3

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324.4

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323.5

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324.2

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323.4

AutoCAD SHX Text

323.8

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323.7

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323.9

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323.1

AutoCAD SHX Text

323.2

AutoCAD SHX Text

322.9

AutoCAD SHX Text

323.8

AutoCAD SHX Text

324.2

AutoCAD SHX Text

324.1

AutoCAD SHX Text

323.8

AutoCAD SHX Text

324.9

AutoCAD SHX Text

325.8

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326.1

AutoCAD SHX Text

325.2

AutoCAD SHX Text

326.1

AutoCAD SHX Text

325.5

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325.4

AutoCAD SHX Text

325.3

AutoCAD SHX Text

325.4

AutoCAD SHX Text

RECORD NORTH (DB. 5962, PG. 394; DB. 5438, PG. 286)

AutoCAD SHX Text

EX. BRICK COLUMN (TYP.)

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. 1 STORY 12 STORY BRICK BUILDING

AutoCAD SHX Text

FF=326.1

AutoCAD SHX Text

EX. BRICK & STONE PATIO

AutoCAD SHX Text

EX. BRICK STEPS

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. CURB INLET TOP=322.96 INV.IN=318.56 INV.OUT=318.26

AutoCAD SHX Text

BENCHMARK #1 EX. CURB INLET TOP=323.71 INV.OUT=319.31

AutoCAD SHX Text

EX. METAL FENCE

AutoCAD SHX Text

EX. SPLIT RAIL FENCE

AutoCAD SHX Text

EX. WOODEN FENCE (TYP.)

AutoCAD SHX Text

EX. SIGN (TYP.)

AutoCAD SHX Text

EX. L.P. (TYP.)

AutoCAD SHX Text

EX. L.P. (TYP.)

AutoCAD SHX Text

BENCHMARK #2 EX. STM. GRATE TOP=318.46 INV.IN=315.81 INV.OUT=315.46

AutoCAD SHX Text

EX. CHAIN LINK FENCE

AutoCAD SHX Text

EX. EDGE OF PAVEMENT (TYP.)

AutoCAD SHX Text

EX. CURB & GUTTER (TYP.)

AutoCAD SHX Text

EX. INV. 15" R.C.P.=319.35

AutoCAD SHX Text

EX. INV. 15" R.C.P.=318.75

AutoCAD SHX Text

EX. INV. 15" R.C.P.=320.12

AutoCAD SHX Text

EX. INV. 15" R.C.P.=320.86

AutoCAD SHX Text

EX. INV. 15" R.C.P.=317.74

AutoCAD SHX Text

EX. INV. 15" R.C.P.=317.30

AutoCAD SHX Text

EX. INV. 18" R.C.P.=316.43

AutoCAD SHX Text

EX. 39'~18" R.C.P. @ 1.59%

AutoCAD SHX Text

EX. 69'~15" R.C.P. @ 1.09%

AutoCAD SHX Text

EX. BRICK WALK

AutoCAD SHX Text

EX. BRICK WALK

AutoCAD SHX Text

EX. SHED

AutoCAD SHX Text

APPROX. LOC. EX. W/L (TYP.)

AutoCAD SHX Text

APPROX. LOC. EX. ELEC. LINE (TYP.)

AutoCAD SHX Text

APPROX. LOC. EX. TELECOM. LINE (TYP.)

AutoCAD SHX Text

APPROX. LOC. EX. GAS LINE (TYP.)

AutoCAD SHX Text

EX. CONC.

AutoCAD SHX Text

EX. CONC.

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. BRICK & STONE SURFACE

AutoCAD SHX Text

EX. L.P. (TYP.)

AutoCAD SHX Text

EX. C DITCH (TYPICAL)

AutoCAD SHX Text

L

AutoCAD SHX Text

EX. 33'~15" R.C.P. @ 1.33%

AutoCAD SHX Text

EX. 33'~15" R.C.P. @ 1.82%

AutoCAD SHX Text

EX. 33'~15" R.C.P. @ 2.24%

AutoCAD SHX Text

EX. ELEC. CAP

AutoCAD SHX Text

E

AutoCAD SHX Text

EX. ELEC. VAULT

AutoCAD SHX Text

EX. ELEC. LID

AutoCAD SHX Text

EX. METAL FENCE

AutoCAD SHX Text

EX. EDGE OF PAVEMENT (TYP.)

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

TM #028-1-01-0008

AutoCAD SHX Text

TM #028-1-01-0009

AutoCAD SHX Text

BM

AutoCAD SHX Text

BM

AutoCAD SHX Text

TO BEULAH ROAD

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

EX. ASPHALT SURFACE

AutoCAD SHX Text

325.2

AutoCAD SHX Text

325.2

AutoCAD SHX Text

323.5

AutoCAD SHX Text

323.6

AutoCAD SHX Text

326.0

AutoCAD SHX Text

Scale: 1"=20'

AutoCAD SHX Text

0'

AutoCAD SHX Text

20'

AutoCAD SHX Text

40'

AutoCAD SHX Text

10'

EXISTING STAIRS

EXISTING PLAZA

EXIS

TING

RAM

P

EXIS

TING

RAM

P

EXISTINGPLANTING

AREA

EXISTINGPLANTING

AREA

EXISTING BRICK WALK

EXIS

TING

VEG

ETAT

ION

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-002

DEMOLITION AND TREEPRESERVATION PLAN

3/16" = 1'

AutoCAD SHX Text

SYMBOLS LEGEND

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

DEMOLITION ITEMS

AutoCAD SHX Text

DEMOLITION AREAS

AutoCAD SHX Text

TREE PROTECTION FENCE

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BOLLARD LIGHT

AutoCAD SHX Text

900

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

LIMITS OF WORK

AutoCAD SHX Text

901

AutoCAD SHX Text

EXISTING FIRE HYDRANT TO REMAIN

AutoCAD SHX Text

902

AutoCAD SHX Text

EXISTING PLANTER TO REMAIN

AutoCAD SHX Text

905

AutoCAD SHX Text

EXISTING WATER LINE TO BE MAINTAINED

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

EXISTING BOLLARD LIGHT TO BE REMOVED

AutoCAD SHX Text

906

AutoCAD SHX Text

EXISTING BRICK PIER TO BE REMOVED

AutoCAD SHX Text

907

AutoCAD SHX Text

EXISTING CURB INLET TO REMAIN

AutoCAD SHX Text

903

AutoCAD SHX Text

EXISTING ROLLED CURB TO REMAIN

AutoCAD SHX Text

904

AutoCAD SHX Text

EXISTING PARK SIGN TO REMAIN

AutoCAD SHX Text

909

AutoCAD SHX Text

EXISTING STAIRS TO BE REMOVED

AutoCAD SHX Text

908

AutoCAD SHX Text

D

AutoCAD SHX Text

Y

AutoCAD SHX Text

H

AutoCAD SHX Text

D

AutoCAD SHX Text

EX. L.P. (TYP.)

AutoCAD SHX Text

326

AutoCAD SHX Text

326

AutoCAD SHX Text

324

AutoCAD SHX Text

324

AutoCAD SHX Text

(93)

AutoCAD SHX Text

(94)

AutoCAD SHX Text

(95)

AutoCAD SHX Text

EX. F.H.

AutoCAD SHX Text

321.6

AutoCAD SHX Text

321.2

AutoCAD SHX Text

321.1

AutoCAD SHX Text

323.4

AutoCAD SHX Text

324.8

AutoCAD SHX Text

325.5

AutoCAD SHX Text

325.6

AutoCAD SHX Text

325.3

AutoCAD SHX Text

325.2

AutoCAD SHX Text

324.5

AutoCAD SHX Text

323.8

AutoCAD SHX Text

323.4

AutoCAD SHX Text

323.7

AutoCAD SHX Text

323.9

AutoCAD SHX Text

323.1

AutoCAD SHX Text

323.2

AutoCAD SHX Text

322.9

AutoCAD SHX Text

323.8

AutoCAD SHX Text

324.9

AutoCAD SHX Text

325.8

AutoCAD SHX Text

326.1

AutoCAD SHX Text

325.2

AutoCAD SHX Text

326.1

AutoCAD SHX Text

325.5

AutoCAD SHX Text

325.4

AutoCAD SHX Text

325.3

AutoCAD SHX Text

325.4

AutoCAD SHX Text

EX. BRICK COLUMN (TYP.)

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. 1 STORY 12 STORY BRICK BUILDING

AutoCAD SHX Text

FF=326.1

AutoCAD SHX Text

EX. BRICK & STONE PATIO

AutoCAD SHX Text

EX. BRICK STEPS

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. PLANTER

AutoCAD SHX Text

EX. CURB INLET TOP=322.96 INV.IN=318.56 INV.OUT=318.26

AutoCAD SHX Text

EX. METAL FENCE

AutoCAD SHX Text

EX. L.P. (TYP.)

AutoCAD SHX Text

EX. 69'~15" R.C.P. @ 1.09%

AutoCAD SHX Text

EX. BRICK WALK

AutoCAD SHX Text

EX. ELEC. VAULT

AutoCAD SHX Text

EX. METAL FENCE

AutoCAD SHX Text

325.2

AutoCAD SHX Text

325.2

AutoCAD SHX Text

323.5

AutoCAD SHX Text

323.6

AutoCAD SHX Text

326.0

AutoCAD SHX Text

905

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

905

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

900

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

902

AutoCAD SHX Text

VERIFY DEPTH OF WATER LINE BEFORE ANY EXCAVATION BEGINS

AutoCAD SHX Text

VERIFY DEPTH OF SANITARY LINE BEFORE ANY EXCAVATION BEGINS

AutoCAD SHX Text

911

AutoCAD SHX Text

VERIFY DEPTH OF STORMSEWER LINE BEFORE ANY EXCAVATION BEGINS

AutoCAD SHX Text

910

AutoCAD SHX Text

904

AutoCAD SHX Text

904

AutoCAD SHX Text

903

AutoCAD SHX Text

901

AutoCAD SHX Text

909

AutoCAD SHX Text

906

AutoCAD SHX Text

906

AutoCAD SHX Text

906

AutoCAD SHX Text

906

AutoCAD SHX Text

906

AutoCAD SHX Text

908

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

900

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

AREA OF ROOT PRUNING

AutoCAD SHX Text

BEFORE ANY EXCAVATION BEGINS FOR PROPOSED PAVING NOTIFY LANDSCAPE ARCHITECT TO ASSESS HEALTH OF TREE AND TO DETERMINE ROOT PRUNING MEASURES

AutoCAD SHX Text

VERIFY LOCATION IN FIELD

AutoCAD SHX Text

912

AutoCAD SHX Text

912

AutoCAD SHX Text

907

AutoCAD SHX Text

907

AutoCAD SHX Text

EXISTING SANITARY LATERAL LINE TO BE MAINTAINED

AutoCAD SHX Text

911

AutoCAD SHX Text

EXISTING STORMSEWER LINE TO BE MAINTAINED

AutoCAD SHX Text

910

AutoCAD SHX Text

SALVAGE EXISTING BENCH

AutoCAD SHX Text

912

AutoCAD SHX Text

NOTES: : 1. SEE SHEET G-002 FOR TREE PRESERVATION NOTES. 2. SEE SHEET L-003 FOR TREE PRESERVATION DETAILS AND CRITICAL ROOT ZONE EXCAVATION.

AutoCAD SHX Text

Scale: 3/16"=1'

AutoCAD SHX Text

0'

AutoCAD SHX Text

9'

AutoCAD SHX Text

6'

AutoCAD SHX Text

3'

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

As Indicated

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-003

TREE PRESERVATIONDETAILS

AutoCAD SHX Text

ROOT PRUNING TRENCH - MIN. 3" WIDTH TRENCH 4" OUTSIDE OF TREE PRESERVATION FENCE. CUT WITH ROCK SAW OR TRENCHER BEFORE OTHER WORK BEGINS (FILL AFTER WITH SOIL). ROOT PRUNING SHALL BE AS APPROVED BY LANDSCAPE ARCHITECT). EXCAVATION/DRILLING LINES MUST BE PAINTED OUT AND APPROVED BY CERTIFIED ARBORIST OR BY LANDSCAPE ARCHITECT IF ARBORIST IS UNAVAILABLE.

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NOTES: : 1. ERECT SITE PERIMETER FENCING AROUND ENTIRE PERIMETER OF LIMITS OF WORK BEFORE ANY WORK BEGINS. 2. ROOT PRUNE IN THE FOLLOWING CONDITIONS BEFORE ANY WORK BEGINS: -WHERE SPECIFICALLY NOTED ON PLAN SHEET L-002 -WHERE SPECIFICALLY REQUESTED BY LANDSCAPE ARCHITECT OR OWNER. -ALONG EDGES OF TREE PRESERVATION AREA IF ADJACENT AREA IS TO BE GRADED AS CUT OR IS TO BE TRENCHED. -AND DURING ANY EARTHWORK OR TRENCHING OPERATIONS IN WHICH ROOTS OF " DIAMETER OR LARGER ARE ENCOUNTERED 12" DIAMETER OR LARGER ARE ENCOUNTERED AND MUST BE REMOVED TO ALLOW FOR OTHER WORK (SUCH AS GRADING, TRENCHING, OR FOOTING INSTALLATION). 3. LANDSCAPE ARCHITECT SHALL VERIFY IN FIELD AREAS FOR ROOT PRUNING PRIOR TO TRENCHING. 4. CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT TO OBSERVE ALL ROOT PRUNING OPERATIONS. 5. BACKFILL TRENCH WITH SOIL REMOVED OR ORGANIC SOIL IMMEDIATELY AFTER ROOT PRUNING. 6. CLEANLY CUT ROOTS USING A SHARP, CLEAN PRUNING INSTRUMENT. DO NOT TEAR, PULL, RIP, OR OTHERWISE DAMAGE ROOTS.

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TEMPORARY TREE PRESERVATION AREA FENCE - 4' TALL PLASTIC MESH FENCING ON RIGID 2" X 4" FRAMING AS APPROVED BY LANDSCAPE ARCHITECT. FOR LOCATIONS (SEE SHEET L-002)

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EXISTING UNDISTURBED GRADE - SEE PLANS

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1

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N.T.S.

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ROOT PRUNING DETAIL @ TREE PRESERVATION AREAS

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2' MIN. DEPTH

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3" TRENCH

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NOTE: MAINTAIN FENCING THROUGHOUT PROJECT AND REMOVE TREE PROTECTION FENCE UPON PROJECT COMPLETION & RESTORE GROUND SURFACE TO MATCH ADJACENT CONDITIONS

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2

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1/2"=1'

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SITE PERIMETER FENCE / TREE PRESERVATION FENCE

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TEMPORARY MESH CONSTRUCTION FENCE

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ATTACH FENCING TO POSTS WITH METAL TIE WIRES

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2" O.D. GALVANIZED STEEL PIPE AT 10' O.C. MAX OR 2"X4" RIGID FRAMING

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PLASTIC MESH FENCE

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EXISTING GRADE

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PROPOSED SIDEWALK

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SIDE OF PROPOSED WORK - SEE PLANS

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-101

TREE PLANTING PLAN -F.I.O

3/16" = 1'

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D

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Y

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H

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D

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326

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326

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324

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EX. F.H.

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FF=326.1

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EX. ASPHALT SURFACE

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MEADOWLARK BOTANICAL GARDENS VISITOR CENTER

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PROPOSED LOCATIONS IF EXISTING TREES REQUIRE REPLACEMENT

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SYMBOLS LEGEND

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EXISTING TREE TO REMAIN

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PROPOSED TREE

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Scale: 3/16"=1'

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0'

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9'

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6'

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3'

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THIS PLAN SHEET FOR INFORMATION PURPOSES ONLY (N.I.C)

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PROPOSED TREE SPECIES: : KATSURA TREE- CERCIDIPHYLLUM JAPONICUM PERSIAN PARROTIA- PARROTIA PERSICA PAPERBARK MAPLE- ACER GRISEUM FRINGE TREE- CHIONANTHUS VIRGINICUS JAPANESE STEWARTIA- PSEUDOCAMILIA STEWARTIA

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-201

ENTRANCE MATERIALSPLAN

3/16" = 1'

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D

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Y

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H

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D

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326

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326

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324

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FF=326.1

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100

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PLANTING AREA (N.I.C.)

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101

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102

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155

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155

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156

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156

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150

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150

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TYP.

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TYP.

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TURF (N.I.C.)

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TURF (N.I.C.)

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154

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151

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151

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151

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152

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153

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301

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302

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300

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300

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300

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300

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300

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400

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400

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400

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400

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400

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203

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202

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202

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202

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202

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200

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200

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201

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201

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201

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201

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IJD

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CJG

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CJG

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IJS

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CJG

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IJS

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IJS

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IJS

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IJS

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CJG

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IJS

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IJS

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CJG

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IJS

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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ENTRANCE WALL #1

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ENTRANCE WALL #2

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204

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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IJS

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IJS

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CJG

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CJG

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CJG

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205

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400

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204

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204

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TYPE A

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TYPE B

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TYPE C

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204

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TYPE B

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CJG

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CJG

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CJG

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CJG

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CJG

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IJS

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IJS

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CJG

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CJG

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CJG

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SAW CUT EDGE AT EXISTING CONCRETE AND TIE NEW CONCRETE IN WITH DOWELED ISOLATION JOINT (4/L-305). FINISH BRICK BAND WITH A FULL BRICK.

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SAW CUT EDGE WITHIN EXISTING ASPHALT TO INSTALL CURB, AND REPAIR ASPHALT TO MATCH FINISH GRADE.

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IJS - ISOLATION JOINT ALONG ENTIRE BACK-OF-CURB WHERE NEW CONCRETE PAVING IS ADJACENT

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CJG

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BUILDING CANOPY

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BUILDING CANOPY

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BUILDING CANOPY

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SITE LIGHTING CONDUIT

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TURF REPAIR INSIDE LIMITS OF WORK AND AS NEEDED WHERE GRADING OCCURS; TYP. -REF. SPECS

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TURF REPAIR INSIDE LIMITS OF WORK AND AS NEEDED WHERE GRADING OCCURS; TYP. -REF. SPECS

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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CJG

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302

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REF. STRUCT. DWGS FOR WALL FOOTING OVER WATER LINE

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IJS

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IJS

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SYMBOLS LEGEND

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LIMITS OF WORK LINE

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PLANTING AREA

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BRICK PAVING BAND

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PRECAST CONCRETE PAVING

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POLE LIGHT

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KEYED NOTES

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100

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SITE UTILITIES

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101

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EXISTING WATER LINE

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EXISTING CURB INLET

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102

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EXISTING FIRE HYDRANT

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150

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SITE FEATURES

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151

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152

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153

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154

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156

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BUILDING COLUMNS

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EXISTING PLANTING AREA

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EXISTING PARK SIGN

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EXISTING CONCRETE PAVING

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EXISTING CURB AND GUTTER

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EXISTING ASPHALT PAVING

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155

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EXISTING TREE

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200

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PAVING AND SURFACING

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201

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202

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203

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BRICK PAVING BAND

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CONCRETE PAVERS

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L-304

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2

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L-304

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3

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L-304

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4

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L-304

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204

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CONCRETE CURB

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1

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L-305

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205

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7

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L-305

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300

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WALLS AND STAIRS

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301

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302

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ENTRANCE WALL

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STONE STAIRS

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1

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L-302

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1

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L-301

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2

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L-302

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400

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POLE LIGHT

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SITE FURNISHINGS

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6

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L-305

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Scale: 3/16"=1'

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0'

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9'

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6'

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3'

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-202

ENTRANCE LAYOUTPLAN

3/16" = 1'

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D

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Y

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H

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D

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EX. ASPHALT SURFACE

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BASELINE 'A' - CENTERLINE OF DOORWAY - CENTERLINE OF DOORWAY

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L

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C

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BASELINE 'B' - INTERSECTION AT BACK - INTERSECTION AT BACK OF CURB WITH BASELINE 'A'

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L

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C

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L

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C

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PT

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PC

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PC

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L

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C

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DESIGN AND LAYOUT ABOVE BASELINE 'C' IS SYMMETRICAL. USE LAYOUT ON LEFT OF BASELINE 'A' TO LOCATE SIDEWALK, AND USE LAYOUT ON RIGHT OF BASELINE 'A' TO LOCATE STAIRS, WALLS, AND LIGHTS.

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BASELINE 'C'

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ALIGN EDGE OF BRICK BAND WITH CORNER OF WALL; TYP.

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ALIGN EDGE OF PAVING WITH CORNER OF WALL; TYP.

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ALIGN EDGE OF PAVING WITH EXISTING EDGE OF PAVING.

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Scale: 3/16"=1'

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0'

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9'

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6'

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3'

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NOTE: : LAYOUT AND STAKE ALL PAVING EDGES IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF PAVING.

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-203

ENTRANCE GRADINGPLAN

3/16" = 1'

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Y

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H

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D

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326

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326

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324

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321.6

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321.2

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320.6

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321.1

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323.4

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324.8

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325.5

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324.9

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325.6

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325.3

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325.2

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324.5

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323.8

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323.4

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323.9

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323.1

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323.2

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322.9

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323.8

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324.9

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325.8

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326.1

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325.2

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326.1

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325.5

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325.4

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325.3

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325.4

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FF=326.1

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EX. ASPHALT SURFACE

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325.2

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325.2

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323.5

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323.6

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326.0

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(326.00)

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325.93

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325.93

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325.93

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L

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C

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L

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C

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325.90

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325.90

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325.44

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325.44

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325.54

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BW 325.04

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325.14

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TW 325.70

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BW 325.04

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TW 325.70

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BW 325.04

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TW 325.70

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BW 325.04

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TW 325.70

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BW 324.72

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TW 325.70

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BW 324.72

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TW 325.70

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HP 324.78

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TS 324.71

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TS 324.71

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TS 324.71

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BS 323.21

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BS 323.37

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BS 323.37

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324.75

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324.75

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TC (323.10)

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TC (322.90)

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TC (323.90)

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TC (323.50)

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325.13

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325.13

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L

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C

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L

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C

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BW 324.62

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TW 325.70

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BW 323.52

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TW 325.70

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BW 323.51

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TW 325.70

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BW 324.45

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TW 325.70

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BW 323.35

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TW 325.70

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BW 323.33

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TW 325.70

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324.34

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324.09

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TC 322.50

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BC 322.00

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TC 322.39

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323.00

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322.92

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323.28

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323.09

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322.56

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324.00

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TC 321.95

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BC 321.93

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322.48

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BC 321.89

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322.45

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TC 321.98

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BC 321.96

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322.93

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325.23

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1.0%

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1.0%

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2.9%

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2.0%

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2.9%

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3.68%

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4.38%

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5.0%

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5.0%

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323.85

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1.0%

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1.0%

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1.0%

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1.0%

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FLUSH WITH EXISTING CURB, TYP.

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FLUSH WITH EXISTING CURB, TYP.

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FLUSH WITH EXISTING CONCRETE CURB INLET

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324.77

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324.83

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324.31

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324.37

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323.70

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323.61

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324.73

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324.79

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324.06

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324.12

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323.24

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323.29

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325.10

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323.66

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325.10

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CONNECT TO ELEVATION AT EXISTING CONCRETE WALK

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324.32

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TC (322.96)

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FINISH GRADE OF SIDEWALK TO BE FLUSH WITH TOP OF EXISTING CURB. CONTRACTOR MUST CONFIRM AND PROVIDE POSITIVE DRAINAGE TOWARDS EXISTING CURB..

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Scale: 3/16"=1'

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0'

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9'

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6'

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3'

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

As Indicated

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-301

WALL DETAILS

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FG

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1

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3/4"=1'

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ENTRANCE WALL, TYP.

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L

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C

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CONCRETE FOOTING: REF. STRUCT. DWGS.

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COMPACTED SUBGRADE

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STONE CAP; REF. SPECS FOR TYPE AND FINISH, AND SEE

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ADJACENT CONDITIONS VARY; REF.PLAN DWGS.PLAN DWGS.

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CMU CORE WALL; REF STRUCT. DWGS

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STAINLESS STEEL WALL TIES @ 16" O.C HORIZONTAL & VERTICAL

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38" CONCAVE TOOLED MORTAR JOINTS, TYP.

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MIN. TWO BRICK COURSES BELOW FINISH GRADE

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2 "x3 "x7 " BRICK; REF. SPECS 14"x3 "x7 " BRICK; REF. SPECS 58"x7 " BRICK; REF. SPECS 58" BRICK; REF. SPECS - SEE ELEVATION FOR PATTERN

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12"X4" SS DOWEL; TWO PER CAP

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ISOLATION JOINT, TYPE 2; REF.

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3

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L-305

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NOTE: 1. PITCH STONE CAP 1% TO DRAIN : 1. PITCH STONE CAP 1% TO DRAIN TOWARDS PLANTING AREA 2. SEE DETAIL 3 ON L-303 FOR ENTRANCE WALL WITH WEEP HOLES

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4,5,6,7

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L-301

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1

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L-303

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12" RADIUS BULLNOSE

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FG

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2

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3/4"=1'

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ENTRANCE WALL AT STONE STAIRS

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L

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C

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ISOLATION JOINT, TYPE 2

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3

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L-305

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STONE STAIRS

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1

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L-302

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ENTRANCE WALL

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1

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L-301

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CONCRETE FOOTING; REF. STRUCT. DWGS.

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COMPACTED SUBGRADE

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FG

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3

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3/4"=1'

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ENTRANCE WALL - END FACE ELEVATION

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L

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C

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STONE CAP

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BRICK; RUNNING BOND PATTERN

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LIMITS OF CONCRETE FOOTING; BELOW

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CORNER JOINT ENLARGEMENT

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4

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1/2"=1'

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ENTRANCE WALL #1 - ELEVATION A

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CORNER

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1

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L-301

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ENTRANCE WALL

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A

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TW 325.70

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BW 323.51

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BW 324.72

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2

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L-301

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SLOPE BEHIND

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BW 323.37

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5

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1/2"=1'

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ENTRANCE WALL #1 - ELEVATION B

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A

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1

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L-301

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ENTRANCE WALL

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TW 325.70

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BW 324.72

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BW 325.04

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AutoCAD SHX Text


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CORNER

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SLOPE BEHIND

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WEEP HOLES; TYP. OF 3 CENTERED UNDER CAP AT NEAREST MORTAR JOINT

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3

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L-303

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ENTRANCE WALL AT WEEP HOLES

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6

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1/2"=1'

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ENTRANCE WALL #2 - ELEVATION A

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CORNER

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1

AutoCAD SHX Text

L-301

AutoCAD SHX Text

ENTRANCE WALL

AutoCAD SHX Text

A

AutoCAD SHX Text

TW 325.70

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BW 323.33

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AutoCAD SHX Text


AutoCAD SHX Text

2

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L-301

AutoCAD SHX Text


AutoCAD SHX Text

BW 324.72

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SLOPE BEHIND

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BW 323.37

AutoCAD SHX Text

7

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1/2"=1'

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ENTRANCE WALL #2 - ELEVATION B

AutoCAD SHX Text

A

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1

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L-301

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ENTRANCE WALL

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TW 325.70

AutoCAD SHX Text

BW 325.04

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BW 324.72

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AutoCAD SHX Text


AutoCAD SHX Text

CORNER

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SLOPE BEHIND

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3

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L-303

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AutoCAD SHX Text

WEEP HOLES; TYP. OF 3 CENTERED UNDER CAP AT NEAREST MORTAR JOINT

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

As Indicated

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-302

STAIR DETAILS

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STONE STAIRS

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1" = 1' - 0"

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1

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FG

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FG

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STONE TREAD/RISER; REF. SPECS FOR TYPE AND FINISH, AND SEE

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2

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L-305

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CONCRETE BASE AND FOOTING WITH REINFORCEMENT; REF. STRUCT. DWGS.

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COMPACTED AGGREGATE

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COMPACTED SUBGRADE

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AutoCAD SHX Text

2

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L-305

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BRICK PAVING BAND

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3

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L-304

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AutoCAD SHX Text

1

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L-304

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HANDRAIL; BEYOND

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2

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L-302

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ENTRANCE WALL; BEYOND

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4,5,6,7

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L-301

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1" MORTAR SETTING BED

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12"DIA.X8" SS DOWEL - 2 PER STONE

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NOTE: PITCH ALL TREADS 1% TO DRAIN : PITCH ALL TREADS 1% TO DRAIN TOWARDS BOTTOM OF STAIRS

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2

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L-303

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12" RADIUS BULLNOSE; TYP.

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1" = 1' - 0"

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2

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THICKENED CONCRETE SLAB AT POST SLEEVE, TYP.

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FG

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FG

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CORE DRILL CONCRETE AND INSTALL POST IN 2 " DIA. GALVANIZED SLEEVE 12" DIA. GALVANIZED SLEEVE AND FILL WITH NON-SHRINK GROUT, TYP.

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L

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C

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L

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C

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2" DIA. GALVANIZED TUBE STEEL; REF. SPECS FOR PAINTED FINISH

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CORE DRILL STONE AND CONCRETE TO INSTALL POST IN 2 " DIA. GALVANIZED 12" DIA. GALVANIZED SLEEVE AND FILL WITH NON-SHRINK GROUT, TYP.

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14"THICK X 4" DIA. ESCUTCHEON PLATE; REF. SPECS FOR PAINTED FINISH

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NOTE: CONTRACTOR MUST PROVIDE : CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR APPROVAL PRIOR TO FABRICATION.

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WELDED MITRE JOINT, TYP.

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

As Indicated

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-303

WALL AND STAIR DETAILS

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1

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1/2"=1'

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ENTRANCE WALL #1 & #2 - STONE CAP PLAN

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L

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C

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L

AutoCAD SHX Text

C

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CORNER

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A

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5

AutoCAD SHX Text

L-301

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4

AutoCAD SHX Text

L-301

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ENTRANCE WALL #1 ELEVATION B

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ENTRANCE WALL END FACE ELEVATION

AutoCAD SHX Text

3

AutoCAD SHX Text

L-301

AutoCAD SHX Text

NOTE: : 1. WALL #2 IS SYMMETRICAL TO WALL #1. 2. CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR STONE CAP FOR APPROVAL PRIOR TO FABRICATION.

AutoCAD SHX Text

ENTRANCE WALL #1 ELEVATION A

AutoCAD SHX Text

7

AutoCAD SHX Text

L-301

AutoCAD SHX Text

ENTRANCE WALL #2 ELEVATION B

AutoCAD SHX Text

6

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L-301

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ENTRANCE WALL #2 ELEVATION A

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1.0%

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1.0%

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STONE CAP PITCHED 1% TOWARDS PLANTING AREA

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2

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1/2"=1'

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STONE STAIR - STONE SEGMENTS PLAN

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L

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C

AutoCAD SHX Text

L

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C

AutoCAD SHX Text

FACE OF BRICK VENEER

AutoCAD SHX Text

EDGE OF STONE CAP

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HANDRAIL AT STONE STAIRS, TYP.

AutoCAD SHX Text

2

AutoCAD SHX Text

L-302

AutoCAD SHX Text

ENTRANCE WALL, TYP.

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NOTE: : 1. CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR STONE STAIRS FOR APPROVAL PRIOR TO FABRICATION.

AutoCAD SHX Text

BLUESTONE TO BE RADIALLY CUT

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FG

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3

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3/4"=1'

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AutoCAD SHX Text

L

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C

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ENTRANCE WALL

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1

AutoCAD SHX Text

L-301

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

L-305

AutoCAD SHX Text

BRICK PAVING BAND

AutoCAD SHX Text

3

AutoCAD SHX Text

L-305

AutoCAD SHX Text

34" DIA. GREY PVC PIPE SET INVERT ELEVATION " 18" BELOW FINISH GRADE AND END PIPE FLUSH WITH BRICK FACE

AutoCAD SHX Text

FG

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SLOPE PIPE MIN 1% TO DRAIN AND END AT A MORTAR JOINT; INSET PIPE " 14" FROM BRICK FACE

AutoCAD SHX Text

PLANTING AREA

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

As Indicated

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-304

PAVING DETAILS

AutoCAD SHX Text

LIGHT BROOM FINISH PERPENDICULAR TO ROUTE OF TRAVEL; REF. SPECS

AutoCAD SHX Text

4" REINFORCED P.I.P CONCRETE SLAB; REF. SPECS

AutoCAD SHX Text

4" COMPACTED AGGREGATE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

1

AutoCAD SHX Text

1-1/2"=1'

AutoCAD SHX Text


AutoCAD SHX Text

SECTION

AutoCAD SHX Text

5

AutoCAD SHX Text

L-305

AutoCAD SHX Text

LIGHT BROOM FINISH PERPENDICULAR TO ROUTE OF TRAVEL

AutoCAD SHX Text

ISOLATION JOINT- FOR O.C. SPACING SEE LAYOUT PLAN L-201

AutoCAD SHX Text

2

AutoCAD SHX Text

L-305

AutoCAD SHX Text

CONTRACTION JOINT- FOR O.C. SPACING SEE LAYOUT PLAN L-201

AutoCAD SHX Text

PLAN:NTSNTS

AutoCAD SHX Text

2

AutoCAD SHX Text

1-1/2"=1'

AutoCAD SHX Text


AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN:NTSNTS

AutoCAD SHX Text

4" REINFORCED P.I.P CONCRETE SLAB - THICKENED AT EDGE; REF. SPECS

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

2 "x3 "x7 " BRICK PAVER; 14"x3 "x7 " BRICK PAVER; 58"x7 " BRICK PAVER; 58" BRICK PAVER; REF. SPECS

AutoCAD SHX Text

1" DEPTH SAND SETTING BED

AutoCAD SHX Text

HAND-TIGHT, SAND SWEPT JOINTS ( " MAX); TYP.18" MAX); TYP.

AutoCAD SHX Text

5

AutoCAD SHX Text

L-305

AutoCAD SHX Text

CONTRACTION JOINT- FOR O.C. SPACING SEE LAYOUT PLAN L-201

AutoCAD SHX Text

5

AutoCAD SHX Text

L-304

AutoCAD SHX Text

PAVER EDGE RESTRAINT

AutoCAD SHX Text

1" DIA. WEEP HOLE (CORE DRILLED). FILL WITH AGGREGATE AND COVER WITH FILTER FABRIC - 4' O.C. SPACING

AutoCAD SHX Text

ISOLATION JOINT- FOR O.C. SPACING SEE LAYOUT PLAN L-201

AutoCAD SHX Text

2

AutoCAD SHX Text

L-305

AutoCAD SHX Text

LIGHT BROOM FINISH PERPENDICULAR TO ROUTE OF TRAVEL

AutoCAD SHX Text

BRICK SOLDIER COURSE BAND WITH HAND-TIGHT, SAND-SWEPT JOINTS

AutoCAD SHX Text

KEYSTONE CUT BRICKS TO CREATE ARC. NO BRICK TO BE CUT SMALLER THAN HALF THE TOTAL WIDTH OF THE BRICK. TO MINIMIZE CUTTING "MAX. 18"MAX. JOINTS ARE ACCEPTABLE.

AutoCAD SHX Text

PLAN: SIDEWALK EDGE @ ENTRANCE WALLS

AutoCAD SHX Text

KEYSTONE CUT BRICKS TO CREATE ARC. ALLOWABLE MINIMUM PAVER SIZE IS 1 " 38" AT THIS LOCATION ONLY. TO MINIMIZE CUTTING "MAX. 18"MAX. JOINTS ARE ACCEPTABLE.

AutoCAD SHX Text

3

AutoCAD SHX Text

1-1/2"=1'

AutoCAD SHX Text

BRICK PAVING BAND

AutoCAD SHX Text

2 "x3 "x7 " BRICK PAVER; 14"x3 "x7 " BRICK PAVER; 58"x7 " BRICK PAVER; 58" BRICK PAVER; REF.SPECSSPECS

AutoCAD SHX Text

SECTION

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

38" GROUT JOINTS, TYP.

AutoCAD SHX Text

PLAN:NTSNTS

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

ISOLATION JOINT; SIM 2/L-305 W/O BACKER ROD AND SEALANT, JOINT FILLER TO TOP - 24" O.C. SPACING

AutoCAD SHX Text

2 "x3 "x7 " BRICK PAVER; 14"x3 "x7 " BRICK PAVER; 58"x7 " BRICK PAVER; 58" BRICK PAVER; REF.SPECS - RUNNING BOND SPECS - RUNNING BOND - RUNNING BOND PATTERN

AutoCAD SHX Text

MIN. "-MAX. " AT WIDE END 38"-MAX. " AT WIDE END 12" AT WIDE END GROUT JOINTS, TYP.

AutoCAD SHX Text

CUT BRICKS IN PATTERN TO MAINTAIN RUNNING BOND. NO BRICK TO BE CUT SMALLER THAN HALF THE TOTAL LENGTH OF THE BRICK.

AutoCAD SHX Text


AutoCAD SHX Text

23 "x35 "x2 " CONCRETE PAVER, 12"x35 "x2 " CONCRETE PAVER, 38"x2 " CONCRETE PAVER, 14" CONCRETE PAVER, REF. SPECS FOR TYPE AND FINISH

AutoCAD SHX Text

4

AutoCAD SHX Text

1-1/2"=1'

AutoCAD SHX Text

CONCRETE PAVERS

AutoCAD SHX Text

SECTION

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PLAN:NTSNTS

AutoCAD SHX Text

23 "x35 "x2 " CONCRETE 12"x35 "x2 " CONCRETE 38"x2 " CONCRETE 14" CONCRETE CONCRETE PAVER - RUNNING BOND PATTERN; REF. SPECS FOR TYPE AND FINISH

AutoCAD SHX Text

38" GROUT JOINTS

AutoCAD SHX Text

ISOLATION JOINT; SIM 2/L-305 W/0 BACKER ROD AND SEALANT, JOINT FILLER TO TOP - 24" O.C. SPACING

AutoCAD SHX Text

OVERSIZED 35 "x35 "x2 " 38"x35 "x2 " 35 "x2 " 38"x2 " 14" CONCRETE PAVER AT LAST ROW BEFORE BRICK BAND AT ARC OF STONE STAIRS; SEE MATERIALS PLAN L-201

AutoCAD SHX Text

5

AutoCAD SHX Text

1 1/2"=1'

AutoCAD SHX Text

PAVER EDGE RESTRAINT

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

12"x4" GALVANIZED ANCHOR WITH SHIELD @ GALVANIZED ANCHOR WITH SHIELD @ GALVANIZED ANCHOR WITH SHIELD @ 16" O.C. THROUGH STEEL EDGE. SET INTO EDGE OF CONCRETE BASE

AutoCAD SHX Text

2

AutoCAD SHX Text

L-304

AutoCAD SHX Text

14"x6" FLAT STEEL EDGE RESTRAINT; FLAT STEEL EDGE RESTRAINT; FLAT STEEL EDGE RESTRAINT; REF SPECS.

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

FG

SHEET NAME:

10 JUNE 2016

SHEET NUMBER:

DATE:

SCALE:

REVISION:


- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%



CLIENT

PROJECT ADDRESS



703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

As Indicated

NOVA PARKS


- 10 JUNE 2016 - 100% IFC

L-305

PAVING AND FOOTINGDETAILS

AutoCAD SHX Text

CONTRACTION JOINT (CJG)

AutoCAD SHX Text

3"=1'

AutoCAD SHX Text

5

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CONCRETE PAVING

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ROUND CORNERS AT 1/8" RADIUS

AutoCAD SHX Text

GROOVED / TOOLED

AutoCAD SHX Text

ISOLATION JOINT (IJS) - TYPE 1

AutoCAD SHX Text

3"=1'

AutoCAD SHX Text

2

AutoCAD SHX Text

CONCRETE PAVING

AutoCAD SHX Text

JOINT FILLER - SET TOP 3/4" BELOW CONCRETE SURFACE

AutoCAD SHX Text

RECESSED SEALANT- 3/8" DEPTH, TOOLED CONCAVE

AutoCAD SHX Text


AutoCAD SHX Text

3/8" DIA. BACKER ROD

AutoCAD SHX Text

ISOLATION JOINT (IJD)

AutoCAD SHX Text

3"=1'

AutoCAD SHX Text

4

AutoCAD SHX Text

CONCRETE PAVING

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3/4" I.D. SLEEVE (CAPPED AT END)

AutoCAD SHX Text

DOWEL

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

NEW CONCRETE

AutoCAD SHX Text

ISOLATION JOINT (IJS) - TYPE 2

AutoCAD SHX Text

3"=1'

AutoCAD SHX Text

3

AutoCAD SHX Text

CONCRETE PAVING

AutoCAD SHX Text

JOINT FILLER - SET TOP 3/4" BELOW CONCRETE SURFACE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3/8" DIA. BACKER ROD

AutoCAD SHX Text

FACE OF WALL

AutoCAD SHX Text

6

AutoCAD SHX Text

1 1/2"=1'

AutoCAD SHX Text

LIGHT POLE FOOTING

AutoCAD SHX Text

FG

AutoCAD SHX Text

4 HOT DIPPED GALVANIZED STEEL ANCHOR BOLTS, INSTALLED WITH TEMPLATE PER MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text

ADJACENT PLANTING AREA

AutoCAD SHX Text


AutoCAD SHX Text

LIGHT POLE AND BASE; REF. SPECS

AutoCAD SHX Text

ADJACENT COMPACTED SUBGRADE

AutoCAD SHX Text

MORTAR SETTING BED PER MANUFACTURER'S RECOMMENDATIONS

AutoCAD SHX Text

CONCRETE FOOTING - 1" MAX ABOVE FINISH GRADE

AutoCAD SHX Text

1

AutoCAD SHX Text

1 1/2"=1'

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

TYPE A - ROLLED CURB AND GUTTER

AutoCAD SHX Text

TYPE B - STANDARD CURB AND GUTTER

AutoCAD SHX Text

TYPE C - FLUSH CURB AND GUTTER

AutoCAD SHX Text

FG

AutoCAD SHX Text

FG

AutoCAD SHX Text

FG

AutoCAD SHX Text

SAW CUT AND REPAIR ADJACENT ASPHALT PAVING

AutoCAD SHX Text

ROLLED CONCRETE CURB TO MATCH EXISTING ROLLED CURB

AutoCAD SHX Text

1

AutoCAD SHX Text

L-304

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

TO MATCH EXISTING CONDITIONS - VERIFY HEIGHT AND WIDTH OF CONCRETE CURB IN FIELD

AutoCAD SHX Text


AutoCAD SHX Text

CONCRETE CURB TO MATCH EXISTING STRAIGHT CURB

AutoCAD SHX Text

1

AutoCAD SHX Text

L-304

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

TO MATCH EXISTING CONDITIONS - VERIFY HEIGHT AND WIDTH OF CONCRETE CURB IN FIELD

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

L-305

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

L-305

AutoCAD SHX Text


AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

7

AutoCAD SHX Text

L-305

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED AGGREGATE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

TO MATCH EXISTING CONDITIONS - VERIFY WIDTH OF CONCRETE CURB IN FIELD

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

L-305

AutoCAD SHX Text

SLOPE 1.0%

AutoCAD SHX Text

SLOPE 1.0%

AutoCAD SHX Text

SLOPE 1.0%

AutoCAD SHX Text

7

AutoCAD SHX Text

1/2"=1'

AutoCAD SHX Text


AutoCAD SHX Text

SLOPE CURB WITH RAMP

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FLUSH CURB; " LIP MAX.14" LIP MAX.

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

DETECTABLE WARNING PAVERS; REF. SPECS

AutoCAD SHX Text

CONCRETE CURB RAMP; REF. GRADING PLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

14" MAX. GROUT JOINTS; TYP.

AutoCAD SHX Text

2 "x4"x8" DETECTABLE 14"x4"x8" DETECTABLE WARNING PAVER; REF. SPECS

AutoCAD SHX Text

4" THICK P.I.P CONCRETE HANDICAP RAMP

AutoCAD SHX Text


AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

12" DEPTH MORTAR SETTING BED

SHEET NAME:

SHEET NUMBER:

DATE:

SCALE:

REVISION:



PROJECT ADDRESS


703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

CLIENT

2901 Telestar Court, Suite 400Falls Church, Virginia 22042Phone: 703-683-5000Fax: 703-823-3358

www.pegroup.net

NOVA PARKS

10 JUNE 2016

- 05 APR 2016 - 95% Review- 18 MAY 2016 - 100%- 10 JUNE 2016 - 100% IFC

E-000

COVER SHEET -ELECTRICAL

S


SHEET NAME:

SHEET NUMBER:

DATE:

SCALE:

REVISION:


NORTHPROJECT


PROJECT ADDRESS


703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

Scale: 1/8"=1'

0" 4' 8' 12' 16'

1/8"=1'

CLIENT


www.pegroup.net

NOVA PARKS

10 JUNE 2016


E-100

PARTIAL SITE PLAN -ELECTRICAL

Applicable to this drawing only

E-100

01

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

E-100

02

Scale: N.T.S


SHEET NAME:

SHEET NUMBER:

DATE:

SCALE:

REVISION:



PROJECT ADDRESS


703-683-7447 ph703-683-7449 fx


RHODESIDE & HARWELL

CLIENT


www.pegroup.net

NOVA PARKS

10 JUNE 2016


E-200

AND SCHEDULES -ELECTRICAL

POWER RISER DIAGRAM

Applicable to this drawing only

E-200

01

Scale: Not To Scale

STORAGEEL. CLOSET


9750 MEADOWLARK GARDENS CT. VIENNA, VA 22182

vicinity map sheet index - nova parks botanical... · id in inv ijs ijd. rad row. radius right ......

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