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HomeMy WebLinkAboutSDP201500054 Plan - Submittal (First) 2015-10-26DI cis DI 0� o� Cyr NORTH �9 �s G l� � g1Rpo � RT RO SITE PROFFIT RD �0) eo VICINITY MAP PROJECT NARRATIVE SCALE: 1 "= 21000' THE OWNER IS PROPOSING THE CONSTRUCTION OF A 18,000 SQUARE FOOT HANGAR WITH PRIVATE UTILITY RELOCATIONS AND EXTENSIONS. NECESSARY GRADING AND EROSION CONTROL WILL BE PERFORMED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CERTIFICATION: THIS 'TOPOGRAPHIC SURVEY OF PARCEL 103200- 00 -00- 0100" WAS PROVIDED BY THE CLIENT AND PERFORMED BY OTHERS. THIS SURVEY APPEARS TO BE ON GRID AND WAS COMPARED WITH GOOGLE EARTH FOR HORIZONTAL DATUM. THE VERTICAL DATUM WAS COMPARED TO USGS QUADRANGLES. BALZER & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR PROPOSED AND EXISTING INACCURACIES AS A RESULT OF THE PROVIDED SURVEY DATA BY THE CLIENT. LANDMARK AVIATION HANGAR CHARLOTTESVILLE- ALBEMARLE AIRPORT SDP 20150OXXX WHITE HALL DISTRICT ALBEMARLE COUNTY SHEET INDEX &WAIVINISAKWA MWA LEGEND - - - - -- 348 - -- EX. INTRMDT. CONTOUR EW PROP. INTRMDT. CONTOUR - - - -345- EX. INDEX CONTOUR 1320 PROP. INDEX CONTOUR RYS REAR YARD SETBACK 35.55 APPROXIMATE FDN + 35.55 EX. SPOT ELEVATION ��35.05 PROP. SPOT ELEVATION 8" WL EX. WATER LINE 8" WL PROP. WATER LINE 8" SAN- EX. SANITARY SEWER 8" SAN PROP. SANITARY SEWER 18 "RCP EX. STORM PIPE GBE PROP. STORM PIPE SECTION EX. EDGE OF PAVEMENT BUILDING PROP. EDGE OF PAVEMENT SE EX. BUILDING BLK PROP. BUILDING p ; . EX. CONCRETE SANITARY SEWER PROP. CONCRETE HPT HIGH POINT SSD PROP. ASPHALT PAVEMENT BEGIN VERT. CURVE ELEV. PAVEMENT EX. AVEMEN ............. ............................... (STANDARD /HEAVY DUTY) SANITARY SEWER EASEMENT EX GRAVEL BEGIN VERT. CURVE STA. PROP GRAVEL STA PAVEMENT REPLACEMENT BW PROP. PAVERS INVERT EX. POWER POLE STANDARD PROP. POWER POLE IP EX. SANITARY SEWER MANHOLE C) PROP. SANITARY SEWER MANHOLE CURB & GUTTER EX. STORM SEWER MANHOLE LEFT SIGN SIDE YARD SETBACK co CLEANOUT WM WATER METER TEMPORARY BENCHMARK EX. LIGHT POLE H PROP. GATE VALVE TBR WATER LINE REDUCER COR BLOW -OFF VALVE MINIMUM EX. TELEPHONE TOP OF CURB BENCHMARK DOUBLE G - EX. GAS LINE G PROP. GAS LINE OHU EX. OVERHEAD CABLE OHU PROP. OVERHEAD CABLE X EX. FENCE P PROP. UNDERGRND POWER LINE TOP OF WALL EX. TREE LINE X PROP. FENCE - - ADJOINING PROPERTY LINE DE PROP. TREE LINE ® EXISTING ROAD MONUMENTS - - SITE PROPERTY LINE PVMT WETLAND AREA ® INLET PROTECTION - - - -- RMA - - -- RESOURCE MANAGEMENT AREA - - - -- RPA - - -- RESOURCE PROTECTION AREA ENTR ABBREVIATIONS RT RIGHT WBL WEST BOUND LANE EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY YD YARD EVCE AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION BLDG BUILDING GBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE BVCE BEGIN VERT. CURVE ELEV. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT BVCS BEGIN VERT. CURVE STA. INTX INTERSECTION STA STATION BW BOTTOM OF WALL INV INVERT STD STANDARD CB CINDER BLOCK IP IRON PIN STO STORAGE C &G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBM TEMPORARY BENCHMARK CONC CONCRETE MH MANHOLE TBR TO BE REMOVED COR CORNER MIN MINIMUM TC TOP OF CURB DBL DOUBLE MBL MINIMUM BUILDING LINE TEL TELEPHONE DEFL DEFLECTION MON MONUMENT TRANS TRANSFORMER DI DROP INLET NBL NORTH BOUND LANE TW TOP OF WALL DIA DIAMETER PROP PROPOSED TYP TYPICAL DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT VDOT VIRGINIA DEPARTMENT OF ELEC ELECTRIC PVMT PAVEMENT TRANSPORTATION ELEV ELEVATION R RADIUS VERT VERTICAL ENTR ENTRANCE RT RIGHT WBL WEST BOUND LANE EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY YD YARD EVCE END VERT. CURVE ELEV. REQD REQUIRED EVCS END VERT. CURVE STA. RR RAILROAD APPROVALS Department Date Department of Community Development PARCEL ID: PART OF 03200 -00 -00 -01000 Planner /Zoning Engineer Inspections ZONING: RURAL AREAS + ENTRANCE CORRIDOR OVERLAY ARB Department of Fire Rescue Albemarle County Service Authority PROPOSED USE: COMMERCIAL Virginia Department of Transportation Health Department GENERAL NOTES SITE ADDRESS: 15 AVIATION DRIVE CHARLOTTESVILLE, VA 22911 1. OWNER: CHARLOTTESVILLE - ALBEMARLE DEVELOPER: LANDMARK AVIATION AGENT: BALZER & ASSOCIATES, INC. AIRPORT AUTHORITY 1500 CITYWEST BLVD 1561 COMMERCE ROAD 201 BOWDEN LOOP SUITE 60 SUITE 401 CHARLOTTESVILLE VA, 22911 HOUSTON, TX 77042 VERONA, VA 24482 PHONE: 713 - 300 -0766 PHONE: 540 - 248 -3220 CONTACT: LOUIS BRADBERRY FAX: 540 - 248 -3221 CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION PARCEL ID: PART OF 03200 -00 -00 -01000 DB 3524, PG 622 ZONING: RURAL AREAS + ENTRANCE CORRIDOR OVERLAY + AIRPORT IMPACT AREA CURRENT USE: COMMERCIAL PROPOSED USE: COMMERCIAL ADJACENT LAND USE(S): COMMERCIAL, VACANT SITE AREA: 560.08 ACRES LEASE AREA: 0.62 ACRES DISTURBED AREA: 1.08 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES (0 %) PROPOSED IMPERVIOUS AREA = 0.41 ACRES (66 %) 3. SETBACKS: FRONT = 75' SIDE = 25' REAR = 35' 4. BUILDING FOOTPRINT = 18,000 SQ. FT. BUILDING CONSTRUCTION = TYPE II -B BUILDING USE = GROUP S -1 NO. OF STORIES = 1 BUILDING HEIGHT = 38 FT SPRINKLED 5. STORMWATER MANAGEMENT: STORMWATER RUNOFF WILL BE MANAGED THROUGH THE PROPOSED BIORETENTION BASIN TO MEET RUNOFF REDUCTION REQUIREMENTS FOR THE 1 -YR AND 10 -YR STORM. WATER QUALITY: REQUIRED PHOSPHOROUS REMOVAL: 0.75 LBS PROVIDED PHOSPHOROUS REMOVAL FROM PROPOSED BMP: 0.97 LBS. 6. WATER: PUBLIC SEWER: PUBLIC 7. PARKING REQ'D: MINIMUM 2 SPACES PARKING PROVIDED: PROVIDED WITH EXISTING AIRPORT PARKING FACILITIES 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 9. CROSS CONNECTION AND BACKFLOW VALVE SHALL BE INSTALLED TO IBC CODE. AN APPROVED REDUCED PRESSURE DEVICE SHALL BE INSTALLED ON THE MAIN WATER SERVICE TO THE BUILDING. AN APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON THE IRRIGATION SYSTEM IF APPLICABLE. 10. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CATV, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 11. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 15. PROPERTY IS LOCATED IN FEMA DEFINED ZONE 'X'. COMMUNITY PANEL NO: 51003 C 0140 D - EFFECTIVE DATE: FEB. 4, 2005. 16. THE SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 16. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, DECEMBER 18, 2013 HORIZONTAL REFERENCE IS FROM DB:1815 PG:284 VERTICAL REFERENCE IS ASSUMED r� NI ,.I LI 10 HI GI FI El 0 CI IN FA REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 "D. Kent O'Donohue, Jr.a . Lic. No. 0406001683 &, k100-26 -2015 P E A rQ V Z T� 1 W Z Q O� W 0 Q 0 Q LLI Q C/) 0 Z Q L.L w > O U r ii 0 U_ 2� i 0 Z J OJ = U LU Lli I_ W m Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10 -26 -2015 SCALE AS NOTED REVISIONS: SHEET NO. C1 Of 7 JOB N0. 34150042 ME SITE SOILS TABLE SOIL TYPE SOIL NAME HYDROLOGIC SOIL CHECKED BY DKO DATE 10 -26 -2015 GROUP 94B WEDOWEE SANDY LOAM, B 2 -7 PERCENT SLOPES SOILS NOTE: SEE SOILS REPORT FOR N DETAILED SOILS INFORMATION. ICI■ O UO O i� SA T OFA K 65B 0 J O J ©■ ME WE him ❑■ EX. RETAINING WALL roFA Ly rsA 0 O AL 9 -F T 7/7//7 / X. HANGA ASH RACK/ 11/11/1 0 a1 I� 1 II DI II � T OFA J II \ I _ TSA 0 o � , # Igo, EX. APRON 65B SOIL TYPE (TYP) 0 I O O --- - - - - -- ----- - - - - -- /000r'11-Z SOIL BOUNDARY (TYP) J EX. LIGHT (TO BE REMOVED) 65B EX. LIGHT EX. POWER LINE -(TO BE VED) (TO BE REMOV EX. DITCH EX. EDGE OF I (TO BE REMOVED) PAVEMENT (TYP) — — — — � 7 UGP UG UGP UGP UGP UGP SAN SAN EX. POWER PEDESTAL SAN SAN — � (TO REMAIN) / I � O 94C Fr EX. 2" SAN FORCE MAIN EX. HA R Q EX. POWER PEDESTAL I (TO BE RELOCATED) I EX. HANGAR / SOUT IEDMONT I / (TO REMAIN) EX. UNDERGROUD POWER PIEDMONT CORPORATE / CO NITY (TO BE RELOCATED) / EX. + APPROX. 25' OF EX. PARKING FENCE (TO BE REMOVED) MANAGED SLOPES EX. EMERGENCY ACCESS � ��� - UGP U SAN WL 1 WL 94B N O ®NCHMARK PROPERTY TO BE LEASED T T T APPROX. LOCATION �Q _ / OF EX WATER LINE _ J EX. TELEPHONE PEDESTAL X 94B (TO REMAIN) EX. POW R PEDESTAL 94C EX. TELEPHONE LINE (TO REMAIN) — " ¢ \ CL / 0 REMAIN) X f EX. FENCE / TREELINE / (TO BE PRESERVED) x X // CHAR LOTTESVILLE- ALBEMARLE AIRPORT I AUTHORITY f I I 1 PARCEL # 3200 -01000 I I s 1 DB: 3524 PG: 622 I I I I ZONING: PLANNED RESIDENTIAL I �\ DEVELOPMENT, ENTRANCE CORRIDOR, I + AIRPORT IMPACT AREA I I I , 0� / C / 9 USE: COMMERCIAL �� ' x — X I X X -x X X X I \/ x X x x X OHU OHU OHU I I I 0 0 x X x \ X. I — OHU OHU — OHIL —OHU \ 94B OHU HU _ _ OHU — OHU OHU — r---- --= — \ \ 1 C B DICKERSON ROAp 94B — R -o -w LINE — — ROUTE 606 9 4C VARIABLE R —O —W WIDTH / DICKERSON RIDGE LLC PERRY, BARBOSA A., TAMMY P. GRUBB, DICKERSON RIDGE LLC GEER, MONTY W OR DONNA SUE PARCEL # 3200 -049JO WAYNE T. PERRY AND MONTE L. PERRY PARCEL # 3200 -04910 PARCEL # 3200 -049HO / DB: 3029 PG: 235 PARCEL # 3200 -049BO DB: 3029 PG: 232 DB: 1969 PG: 363 g3 ZONING: PLANNED RESIDENTIAL I DB: 353 PG: 164 / ZONING: PLANNED RESIDENTIAL ZONING: PLANNED RESIDENTIAL A DEVELOPMENT, ENTRANCE CORRIDOR, ZONING: PLANNED RESIDENTIAL DEVELOPMENT, ENTRANCE CORRIDOR, DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA I DEVELOPMENT, ENTRANCE CORRIDOR, / AIRPORT IMPACT AREA AIRPORT IMPACT AREA USE: VACANT AIRPORT IMPACT AREA USE: SINGLE FAMILY RESIDENTIAL I U USE: SINGLE FAMILY RESIDENTIAL SE: SINGLE FAMILY RESIDENTIAL 50 0 50 100 150 SCALE: 1 " = 50' 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 1 2 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 N 11110 ■© Elul ■0 ■© ■m ■o ■N ■o ■N E 1 0 1 00'rJ11 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 CO'Donohue, r ue, dr.a 1683 �, 5 C � ti � �Q V Z Q Z Z O w 0 Z Q0 Q Q L.L CQ G Z Q U) Z 0 0 Z 0 U CD Z X w ii I— CD U 2� o Z J OJ = U W w-j m J Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10 -26 -2015 SCALE AS NOTED REVISIONS: SHEET NO. 0 JOB NO. 34150042 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 r o "D. Kent O'Donohue, Jr.:" �, Lic. No. 0406001683 �, 10 -26 -2015 Cj ti sc4 PE A R G� I..1� r� V Z Z O w 0 QZ O Q Q LO L.L CQ G Z Q J Z J 0 Q i ii U > Z J OJ = U W W J IY W J Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10 -26 -2015 SCALE REVISIONS: SHEET NO. 1 " = gin' 0 JOB NO. 34150042 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 _ 1 1 GENERAL NOTES: 1 G 1. CONTRACTOR SHALL VERIFY DEPTH J G AND LOCATION OF ALL UNDERGROUND HANGAR WA WASH RACK UTILITIES BEFORE EXCAVATION SHALL / OCCUR. I / r f /� CONC. APRON N -- R-- ^— ^— ^— ^— ^------- - - - - -- --- ��� ^-------- ^— ^- - - - - ^` L1 0 (SEE DETAIL, � SHEET CX) N AGGREGATE BASE : COURSE-21B 7 , i ARY SAF 5' CONC. SIDEWALK (SEE DETAIL, SHEET CX) 95% COMPACTED SUBGRADE ° I I x x x x x x M *PAVEMENT DESIGN SHALL /�- � /� /���\ BE CONFIRMED BY 17- — x \ ` — x .. . x . o i / /7 GEOTECHNICAL ENGINEER BEFORE SITE IS EXCAVATED MEDIUM -DUTY PAVING DETAIL* — — — L GP UGP uGP UGP " OUTDOOR WALL MOUNTED LIGHTING ❑ TO SUBGRADE LEVEL SAN SHALL MATCH EX. HANGAR N.T.S. SAN CONN. TO EX. (MUST BE FULL CUTOFF) EXISTING PAVEMENT PROPOSED PAVEMENT x ONN. TO EX. 2 SAN. UNDERGROUND POWER + PORTION OF EX. ROOF SHALL DRAIN INTO SWALE / FORCE MAIN 12" HDPE ROOF DRAIN (SEE GRADING PLAN) L SAWCUT AND CHIP AWAY �12" EXISTING SURFACE COURSE I Z @ 1 % MIN. SLOPE EX. HANGAR L +2 "— �_ c x �, 18,000 SQ. FT. HANGAR 29 98 PIEDMONT CORPORATE / PROPOSED SURFACE 18 MIN. COVER F. F. E = 615.50 00 COURSE BENCHED--: — o PROPOSED BASE PAVEMENT 8° °O COURSE JOINT PROPOSED AGGREGATE OVER ROOF DRAIN y z " MAX. HEIGHT = 38' 12 HDPE ROOF DRAIN @ 1% MIN. SLOPE 18" MIN. COVER CONN. TO EX. SAN. M.H. OVER ROOF DRAIN ( CONTR TO DETERMINE LOCATION AND DEPTH) C) K SUB BASE I ROOF LEADERS TO ROOF LEADERS TO CONN. TO EX. / K 95% COMPACTED WYE INTO 12" HDPE WYE INTO 12" HDPE UNDERGROUND POWER CONTR TO CONFIRM PAVEMENT JOINT DETAIL SUB –GRADE Ar / D @ MIN 1% SLOPE @ MIN 1% SLOPE ! PRIVATE FIRE LINE LOCATION ANAND EPTH OF z / 150.00 (MATCH EXISTING) N.T.S. 1/2" PREFORMED EXPANSION TEMPORARY SAFETY FENCE RELOCATED UNDERGROUND POWER v � CONN. TO EX. 2" SAN. rN if FORCE MAIN JOINT FILLER WHERE VARIES — I/ ADJACENT TO BUILDING SEE PLAN X X ALI UGP UGP UGP SAN I J 1/4" RAID. X X RELOCATED 2 SAN. FORCE MAIN v SAN SAN SAN SAN SAN PROPANE TANK ( CONTR. TO ce 1A���VL SAN W WL wL wL J ' D V. o p v• 1 ° v COORD. W/ GAS COMPANY) Q 6 "SAN 6 °SAN 4" D ° v p' p v v p• p '� 18" MIN. COVER ' x x x x x — — — CLASS I AI R NO\ /\\//\\//\\//\\// \ \ / / \ \ / /U� \ / / \ \j / \ \j / \ \j / \ \j / \\ �/ _ OVER ROOF DRAIN GP UGP UGP UGP UGP UGP GP 6" SAN. . C.O. ENTRAINED CONC / \\ \ \ \ ��/ j/ /j� /j� T —�— T x CONN. TO EX. WATER LINE 6 SAN. LAT. T T — ( CONTR TO DETERMINE NOTE: STRUCTURAL BACKFILL .� (WHERE FILL IS NEEDED) _ — . —' CLEANOUT (TYP) PERMANENT FENCE 6" SAN. C.O. LOCATION AND DEPTH) I FINISH – TROWELED EDGES, BROOM FINISH SCORING EVERY 6' / EXPANSION JOINTS EVERY 30' MIN. \ RIP —RAP IF BIORETENTION �_' \FOREBAY J \ � (MATCH EX.) x 6" SAN. C.O. +/ / AREA STANDARD DUTY CONCRETE DETAIL / \ \ N.T.S. x / BIORETENTION BORING TEST / BY EOTECHNI AL ENGINEER ( G C ) x H + EXISTING TREE LINE H / / (TO BE PRESERVED) x / fv / O � N � x G O C G x 75' BUILDING SETBACK CHARLOTTESVILLE — ALBEMARLE AIRPORT + x AUTHORITY PARCEL # 3200 -01000 F DB: 3524 PG: 622 F + ZONING: PLANNED RESIDENTIAL i x DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA USE. COMMERCIAL X � X x } X X x X / —x— E X_X E x —x X x X x U =� U OHU OHU OHU —� ■ ■ X x x X X x x X - � OHU 0 H U X–j n OHU _ _ OHUGHU - D - - - - -- - - - OHU OHU HU OHU OHU - __ I _ - - -- D - _ _ R—O—W LINE _ OHU _ _ DICK ERSON -�� ROAD \ ROUTE 606 \ \ VARIABLE R -O -W WIDTH o�J VARIABLE EP WIDTH / C C GEER, DICKERSON RIDGE LLC DICKERSON PARCEL # RIDGE LLC 3200 -04910 PARCEL PARCEL # 3200 -049JO PERRY, BARBOSA A., TAMMY P. GRUBB, / DB: 3029 PG: 232 DB: 19 DB: 3029 PG: 235 I WAYNE T. PERRY AND MONTE L. PERRY / ZONING: PLANNED RESIDENTIAL ZONING: ZONING: PLANNED RESIDENTIAL DEVELOPMENT, ENTRANCE CORRIDOR, I PARCEL # 3200 -04980 DEVELOPMENT, ENTRANCE CORRIDOR, DEVELO AIRPOR B AIRPORT IMPACT AREA USE: VACANT DB: 353 PG: 164 ZONING: PLANNED RESIDENTIAL AIRPORT IMPACT AREA USE: SINGLE FAMILY RESIDENTIAL D 83 N� USE: SI B DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA / USE: SINGLE FAMILY RESIDENTIAL 1 / 30 0 30 60 90 I I SCALE: 1 " = 30' A A I I / 1 1 2 1 3 4 5 1 6 1 7 1 8 9 1 10 1 11 1 12 1 13 1 14 15 16 17 18 19 1 20 1 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 r o "D. Kent O'Donohue, Jr.:" �, Lic. No. 0406001683 �, 10 -26 -2015 Cj ti sc4 PE A R G� I..1� r� V Z Z O w 0 QZ O Q Q LO L.L CQ G Z Q J Z J 0 Q i ii U > Z J OJ = U W W J IY W J Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10 -26 -2015 SCALE REVISIONS: SHEET NO. 1 " = gin' 0 JOB NO. 34150042 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 r D. Kent 0 Donohue, Jr.:` Lic. No. 0406001683 S, k - 26 -2015 C� 1/�� A R 1E G� L.L �Q V Z Z Z O w 0 QZ O Q L.L Q Z Z J I..L w Q 0 U) 0 Z J 06 Z 0 NQ L.L e, II U Z J OJ = U W LU J m J Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10 -26 -2015 SCALE REVISIONS: SHEET NO. AC NnTFn JOB NO. 34150042 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 16 17 18 1 19 1 20 1 21 LANDSCAPE SPECIFICATIONS -- ----------------- - - - - -- - - - -- i 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND 0 /� �\ I �� �� GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS 0 / \ EX. HANGAR I �I WASH RACK / I FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 1 2. ALL WORK SHALL BE COORIDINATED WITH TRADES. O I ti Y � 3. USE EXISTING TOPSOIL AND /OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FORIEGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN N I I /� ' i ►, DIMENSION. N 0 �I /� ,`� 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO I EXCAVATION. o J I I I 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHA LL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. M *il�'G 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE M WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND L UG �_ -UGP_ UGP - lfG'€' --� I---------------- \\ x UGP___ - -_ UGP-- ____J4GP _I -GP_ -- - - - - -- 1 CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. SAN '�"�� N \���_ SAN s� SAN SAN SAN SAN 1 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALANDER MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY L I I \\\ \ x -_ -_ 1 I \ �� �`�,\\ 1 1 FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS L WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. �-------------- -� x 1 �� ��� 18,000 SQ. FT. HANGAR i 1 F.F.E = 615.50 i 1 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR IS - - - -I� - - -- --- - - - - -- �\ \�������� \ 1 ` ` `. ' 1 CG PV \ � ` � � a� 1 MAX. HEIGHT = 38 I THE OWNER. SS CV \ �� `� �� \ 1 I 1 \� i 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE K LANDSCAPE INSERT WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED K SCALE: 1 " = 5' / 1 + `�\ �' �� PROMPTLY. (SEE BIORETENTION LANDSCAPE SCHEDULE FOR PLANTING SPECIFICATIONS) �/' �/' �/� \ � ��� 1 �� / �� I , ; 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR _ ,.' ,�' ,'' ��' ,/ �- - - - -- - - / IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS SIZES AND NUMBERS SUBSTITUTION FOR COST- EFFECTIVE MAINTENANCE OF DESIGN County of Albemarle -- --- -,��'' � � .' `�� `�_ `� � - 1 INTEGRITY. Conservation Platt Checklist =To be placed oat: T.andscape Plans lil[� 297 for ��� \�� UGP 1 1 THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY (Handbook, pp -284 -111 complete specifications) .' I . J SAN SAN 613 AN SAN W Ix I MATERIAL THAT HE /SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE J I, The-following itemssllall be shown on the plan: ��\ ��\ � ,__,`\\ ����\` ����\ x �, 612 Q �- � 61 1 61 SAN REMOVED PROMPTLY FROM THE SITE. } Trees to be saved; i� 1. imirsofclearisl g (outside chiplineoftreestobesaved ); : - I_, _ �` !� •••• - ♦� ~� \` -'� �_ X X X X - - - - - - i- -� 12. SELECTIVE CUTTING AND CLEARING SHALL BE PROVIDED IN THE EXISTING Location and type ofl�roicctivcfencing; ♦•VO 609610 _ , 604 �l �� ���! �\ ,\ _ �ti 3♦• \ Ii UGP UGP�� /�l.1GP� UGP UGP k � � 3� �� a`' = = = = = = = W = t x/ WOODED AREAS OF THE DRAINAGE EASEMENT. SELECTIVE CUTTING WITHIN THESE AREAS SHALL BE LIMITED TO THE REMOVAL OF UNDERGROWTH AND TREES Grade changes requiring tree wt_iis or walls; -_- _- 602 • �� ,, -, -� - -� �` �`------ l'rapvsecl trenching or tunneling beyond the lnn3ts of clearing. • - 602 ° - • - -_ \� '� �`.,, �` \ � - - - - -- _ -- ' ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THE DRIANAGE OUTFALL. 600 -, � • \ \ U LlWill`s F_ DISTURBA -, -. `- - -E ISTaPl6- �kl��/----- - - - - -- - �' - `- 6�0- RCf1Cp :50F 1 3. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF 2. Mai'lcinsYs: , - QIIE -- - - - -- - ------ I ❑ All trees to be saved shall tic marked with print or ]ibbon at a height cleanly visible to equipment operators, -- -TOP OF MEDIA �� ,- _ _ -_' - - - = 600.00 f1 `. � � x'1,08 AC) - --, ! -JOP `. �'��, __ __ _______ __ -- __ --- -- - --- ---- _ ------------ _ _ _ _ _ ----- _ _ _ _ \` - -'- EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. AL L CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE ❑ No actin Shall begin until the tree niarlcin has bcenins inspected allda roved b a£3; } }it Inspector. g g g p Pls y y l -_ U OF BERM _ -'_-- - 1I l► �� ��- - ELEV = 601.50 _______ --------- - - - - -- - - - - -- - - - _ -605 -- -''- - - - - CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT _ �� �_, -- - - - - -- - '- ---- - - - - -- --- - -- SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFIENTLY TO RETAIN ITS SHAPE 3. Pile- Construction ❑ Tree and measures shall 6e reviewed �vitla the cribtracttrr �// �� --------------- 60�� - - - - -- i , '----- - - - - -, -� �'' �' ,'' ____- -_�__ _= ==-!: WHEN REMOVED FROM THE CONTAINER. prescl-vation protection on site. ♦ 2'W X 1 O'D - - -- - - __,�'� ��''� X600 4. ui nne>�t D Tc�atloll and Stc+�a e: I 60 606 10 CONC. WEIR t I ' 599 �' TOP OF BERM , ,•'�,•' �,, �� �' �' i ��'- _____ '�-�' ��' ,�' ��'- ',, - - - -- 14. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within tlic driplines of trees � I �� - � ♦ 00 ELEV = 602.00 OPERATION. H to be saved. - t I EXISTING TREE UNE - _ _ _ �' �' �'.''� �' mi'''x - (TO REMAIN, DO NOT DISTURB) 15. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE H S. Soil Erosion and Stormwater Detention Devices: ❑ Such devices sliait r+at adversely affect trees to tic saved. i �- ,� ,� �� �! ,- �� � � � / DRYING DURING TRANSIT. 6. Fires: ❑ Fires are not peri niacd within IGO feet of the d6plineof trees tobesaved. SEE LANDSCAPE INSERT 1 W X 5 D FOR PLANTING DETAILS CONC. WEIR ,� , � �� �� t � � � / /� �' ��'�.' j��. � ''�, 16. ANTI - DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. � �� �� �/ �� /� 17. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED (THIS SHEET) 7. Toxic Materials: I I 1 / , / / , , �' EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF G �rDJCIe niatenals SlTatl not be stored tt'Ftlti3T 100 feet of the d3']t]tS3;C of I!'CCS t0 be 58VCd. i�,�'� I , , , , i � / / , / FORIEGN MATTER. G 13. PrntectiveTeiieiiis:• � / / / / �/' ,�/ / �� //' 18. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART ❑ /' SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF Trees to be retained within 40 feet of a proposed or radio activity shall be protected fencing. p p grading y p y 4.g4,j i STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1 /2 INCHES. IT ❑ Feacingshall be in Iplaceatidsl:all be inspected and approved by a County Inspector prior togiadingT�reolist]tictian. �� /' / SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL % Tree Wells: /' /' ,' /' SHALL HAVE A PH RANGE OF 5.0 TO 7.0. ❑ When die round level must be raised within the dri line of a tree to be saved, a tree well shall he provided and a construction detail as•alplpl�oval. P ; ,� / ,' /' � / / / , / i ' 19. PLANTING PROCEDURES FOR TREES AND SHRUBS stillliritte[3 30 0 30 60 90 / ,' ,� i /' � A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. F 16. Tice Walls: / ' ' B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING F ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall sliall be provided; a3nd a coastnictlou detail �' �' �' �' � / �/ �/ / /� , , / FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT slibmittedfor aplprovaL SCALE: 1 = 30' �, ' � ' �' �' � � t��� i ' i /+i MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW /' i' huh ,' / ' 11. Trenching and Tumaeling: , ,'' / ,' /' ,'' ' / i / , (SIDEWALK, STREET, ETC.). ❑ When trenching is required within tile. limits of clearing, it shall be /lone as faraway from the trunks of trees as possible. Tunneling ' / ��' ��' ,' /' / � i i C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER under a large tree shall be considered as all alternative when it is anticipated that necessary trenching will destroy feeder roots. / /' �' x / ,� /� SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED �� �� FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE E 12. Cleanup ,� ��' / / / BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. E ❑ Protectivefenchig shall be the last items removed diving the filial cleanup. X X X ��' /' COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL _ X x X X � �/ �/ ,' i / / ,� i NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM 13. 1)amagedTrees: x X X X X ,� �� ' ' �' �� / '' � OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER ❑ Paunaged trees shall be treated immediately by pruning, fertilization or other methods recornmctided by a tree specialist. x � � X , / . X X- X X X / �/ iX ,' � THOROUGHLY OR UNTIL PLANT PIT IS FILLED. NOTE: IT IS THE I]EVELOPER'S RESPON5l13ILITY TO CONFE R WITHTHE CONTRACTOR ON �S�REL CONSERVA'1'i0N 20. LANDSCAPE ORDINANCE REQUIREMENTS: KEQl�IU1JnIEl�TS. OFiIT - H --- F OHU OHU STREET TREES REQUIRED: NONE D f L // �.J OH U � PROVIDED: NONE D , / - H _ 0HU 0 INTERIOR TREES REQUIRED: NONE ROAD /`1 D - PROVIDED: NONE CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page f of 1 IDTH INTERIOR LANDSCAPING REQUIRED: NONE PROVIDED: NONE C RUBBER HOSE AT BARK C BIORETENTION LANDSCAPE SCHEDULE: SCREENING REQUIRED: NONE GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE PROVIDED: NONE LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS PLANTIN SPECS. QUANTITY Mw CC Carpinus caroliniana American Hornbeam 1 1/2 cal. or 6 1 per 250 S.F. RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR 2 STEMS SHOULD BE WIRED TOGETHER. VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP - PAINTED TREE CANOPY REQUIRED: NONE �� height multi -stem SET TREE AT ORIGINAL GRADE SET TREE AT ORIGINAL GRADE PROVIDED: NONE Chionanthus 6 -8 ft Height MULCH; PINE BARK OR WOOD CHIPS 3" MIN. MULCH: PINE BARK OR WOOD CHIPS 3" MIN. BaW CV White Fringetree 1 per 250 S.F. Multi- stemmed 3 SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. B virginicus WOOD DEADMEN (3) „ WOOD STAKES 3" IN FIRM SOIL hill iii I I u IHTI i � �� � IG Ilex glabra Shamrock Shamrock Inkberry 30 Ht. /cont. #3 1 per 100 S.F. "Shamrock" � 5 ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 ROPES AT TOP OF BALL SHALL III WAN BE CUT. REMOVE TOP 1/3 M OF BURLAP. NON- BIODEGRADABLE MATERIAL SHALL BE _ OF BURLAP. NON- BIODEGRADABLE - - MATERIAL SHALL BE „ ®„ `� Little Henry- 'Spirch' TOTALLY REMOVED. III WAN II II II TOTALLY REMOVED -I -I I= IS Itea virginica 30 Ht. /cont. #3 1 per 100 S.F. Dwarf Sweetspire 6 _ _ _ _ III III III III III PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT PREPARED ADMIXTURE BACKFILL - III - III - - - - III - III - III -III - - - - SETTLING A OPEN Schizachyrium SS Little Bluestem 24 �, Ht. cont. #1 1 per 4 S.F. PREPARED SUBGRADE PEDESTAL 147 III III III III III III III III III III III III III -I11= III = III = III = III = III = III = III = III = III = III = III =III III q N GROUND scoparium IIII IIII IIII IIII III III III III III III III III III N a 2X BALL DIA. MIN. - - - - - III - III - III - III - III - III -III- =III PV OPEN Panicum virgatum Switch Grass 24" Ht. /cont. #1 1 per 4 S.F. 140 2.5 X BALL DIA. MIN. GROUND Shenandoah 1 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540 - 248 -3220 FAX 540 - 248 -3221 r D. Kent 0 Donohue, Jr.:` Lic. No. 0406001683 S, k - 26 -2015 C� 1/�� A R 1E G� L.L �Q V Z Z Z O w 0 QZ O Q L.L Q Z Z J I..L w Q 0 U) 0 Z J 06 Z 0 NQ L.L e, II U Z J OJ = U W LU J m J Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10 -26 -2015 SCALE REVISIONS: SHEET NO. AC NnTFn JOB NO. 34150042