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HomeMy WebLinkAboutSDP201500054 Plan - Revision 2016-04-01[7 IN IM DI DI IH IG DI 191 IC 19 I_l NORTH 13 OCG ILs L l� 11 0 � RT RO SITE PROFFIT RD �o �o �o VICINITY MAP PROJECT NARRATIVE SCALE: 1 "=2,000' 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). RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. CERTIFICATION THIS "TOPOGRAPHIC FIELD SURVEY OF PARCEL #03200-00-00-0100" 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 201500054 WHITE HALL DISTRICT ALBEMARLE COUNTY SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 LAYOUT PLAN C4 GRADING PLAN -. E_ _& HTP9 Tv B r TIA-1 1 S {+� c+Wnn nnErli rc+ o BrTnll n C9 LANDSCAPE & LIGHTING PLAN C10 LIGHTING DETAILS LEGEND ------602----- EX. INTRMDT. CONTOUR ----600--- EX. INDEX CONTOUR + 13.55 EX. SPOT ELEVATION 8" WL- EX. WATER LINE 8" SAN EX. SANITARY SEWER 18"RCP EX. STORM PIPE SANITARY SEWER EX. EDGE OF PAVEMENT - EX. BUILDING PROP. EX. POWER POLE SS EX. SANITARY SEWER MANHOLE sTM EX. STORM SEWER MANHOLE co CLEANOUT PROP. EX. LIGHT POLE (STANDARD/HEAVY DUTY) WATER LINE REDUCER UGP - EX. UNDERGRND POWER LINE G EX. GAS LINE OHU EX. OVERHEAD CABLE X EX. FENCE EX. TREE LINE ABBREVIATIONS AHFH PROP. INTRMDT. CONTOUR ENDWALL v1 PROP. INDEX CONTOUR 13.55 EXIST EXISTING +---13.05 PROP. SPOT ELEVATION 8" WL PROP. WATER LINE 8" SAN PROP. SANITARY SEWER ASPHALT PROP. STORM PIPE SBL SOUTH BOUND LANE PROP. EDGE OF PAVEMENT FG FINISH GRADE PROP. BUILDING BIT BITUMINOUS PROP. CONCRETE SECT PROP. ASPHALT PAVEMENT BUILDING (STANDARD/HEAVY DUTY) GRADE BREAK STATION PROP. GRAVEL 11114 PROP. GATE VALVE HOMEOWNERS ASSOCIATION BENCHMARK SANITARY SEWER G PROP. GAS LINE UGP PROP. UNDERGRND POWER LINE X PROP. FENCE - - SITE PROPERTY LINE BVCS ADJOINING PROPERTY LINE ABBREVIATIONS 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 Planner/Zoning Engineer Inspections ARB Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Health Department GENERAL NOTES SITE ADDRESS: 15 AVIATION DRIVE CHARLOTTESVILLE, VA 22911 1. OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY 201 BOWDEN LOOP CHARLOTTESVILLE VA, 22911 DEVELOPER: LANDMARK AVIATION 1500 CITYWEST BLVD SUITE 60 HOUSTON, TX 77042 PHONE: 713-300-0766 CONTACT: LOUIS BRADBERRY AGENT: BALZER & ASSOCIATES, INC 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 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: 1.97 ACRES EXISTING IMPERVIOUS AREA = 0.11 ACRES (6%) PROPOSED IMPERVIOUS AREA = 1.01 ACRES (57%) 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 HANGER GROUP TYPE = TYPE II (STORAGE FOR UNFUELED AIRCRAFT) NO. OF STORIES = 1 BUILDING HEIGHT = 35 FT MAX 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: WATER QUALITY IS ACHIEVED THROUGH THE BIORETENTION AREA. 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. 12. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003 C 0140 D - EFFECTIVE DATE: FEB. 4, 2005. 13. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION AREA. 14. SOURCE OF TOPOGRAPHY: SURVEY BY TIMOTHY MILLER, P.E., L.S., SEPTEMBER 28, 2015 HORIZONTAL REFERENCE IS ASSUMED VERTICAL REFERENCE IS NAVD88 NI LI 1.14 ID HI FI EI 191 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 H OF Dj "D. Kent O'Donohue, dr.� r, Lic. No. 0406001683 r, 03-22-2016 4j d �41� PE ARG L.L V Z Q Z > O0� QO / Q Q Q LO CQ G 0 Z Q i ii F-- Z J OJ Q U 2 LU J 2i LLI m Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE AS NOTED REVISIONS: 02-16-2016 03-22-2016 SHEET NO. JOB N0. 34150042 ono SITE SOILS TABLE SOIL TYPE SOIL NAME HYDROLOGIC SOIL GROUP 94B WEDOWEE SANDY LOAM, 2-7 PERCENT SLOPES B SOILS NOTE: SEE SOILS REPORT FOR DETAILED SOILS INFORMATION. N M 4bb. L 13■ 0■ C 0 EX. RETAININ( WALI 94C TOFA EX. HANGAR / WASH RACK I L /�_/-Z /Z/ 8 9 10 11 12 13 TO 7t: ` ----- --- 1 / 40e ---------------------------------------------- EX.- ---------------------------------1-------- EX. CULVERT EX. LIGHT (TO REMOVED) EX. LIGHT (TO BE REMOVED) EX. POWER LINE (TO BE REMOVER EX. APRON Lp P �P - - P P P - P - UGP UGP I UGP UGP UGP 'SoAkN UGP i SAN I — S 77— EX. 2" SAN FORCE MAIN- Sm (TO BE RELOCATED) TOFA I �"- FA TOFA- SOIL BOUNDARY (TYP) EX. DITCH (TO BE REMOVED) 165B k-N-� SOIL TYPE (TYP) N -------------------- Low / M L 65B I I I I EX. EDGE OF PAVEMENT (TYP)I I K I I -------------------- ------i / I r EX. POWER QED s lxL I I (TO REMAIN) ---� 0 / EX. HANGAR / J SOUTH PIEDMONT OI (TO REMAIN) EX. UNDERGROUD POWER EX. HANGAR / COMMUNITY / - (TO BE RELOCATED) PIEDMONT CORPORATE ✓ ` I I U APPROX. 50' QF EX. FENCE MONO PARKING MANAGED SLOPES Z (TO BE REMO D) I /I I C 0 EX. EMERGENCY ACCESS / I UGP G SAN GP _ �� �� _ [94BAEX.'WATER LINE 2"WL ^ — \ X SAN (TO BE EXTENDED) L 28 2"wL H/ EX. POWER EDESTAL EX. STORM JUNCTION BOX T T T T (TO REMAI I H PROPERTY TO BE LEASED / EX. TELEPHONE PEDESTAL �- (TO BE ADJUSTED) �- 8"W� 2 2 _ — G / _ �' G EX. TF' FPHONE \ -x. TREELINE (TO BE ADJUSTED) (TO BE PRESERVED) , PRIVAT 8" 1 E 1 METER SERVING / TIO EXSTING HANGERS I (POPOSE HANGER TO I BE�ADDED �TO SERVICE) F X I I I EX HY EX. FENCE MANAGED SLOPES F I 1 1 PUBLI 8 CHAR LOTTESVI LLE-ALBEMARLE AIRPORT I I I WITH S 1 1 ` " AUTHORITY - I PARCEL # 3200-01000 I I + DB: 3524 PG: 622— / ZONING: RURAL AREAS, ENTRANCE E X CORRIDOR, AIRPORT IMPACT AREA I I J -- E ® + , USE: COMMERCIAL X/ x x- x X X I / EX. CULVERT X X X x x X x \ I _ HU OHU 0 X X x X X X X HU 0 H U 0 H U OHU J - / -9�k1 U _ I 0 oHu - D / 0HU — OHU HU CSI U ---O - _ _ R -O -W LINE — X12"w _12"WL �� ------ ---- I I ----- -� DICKERSON R - --- ,2wL -12'wL D ----------- ROAD ��WL ,2"WL 9 4 B _ L 12"WL 9 4 _ _ _ _ — — — — ,2"WL 12"WL _ _ ROUTE 606 — — — VARIABLE R—O—W WIDTH — — 3 — — — —01110 VARIABLE EP WIDTH — \ — J C DICKERSON RIDGE LLC I DICKERSON RIDGE LLC GEER, MONTY W OR DONNA SUE 3 ' PARCEL # 3200-04910 PARCEL # 3200-049HO PARCEL # 3200-049JO PERRY, BARBOSA A., TAMMY P. GRUBB, DB: 3029 PG: 232 DB: 1969 PG: 363 I DB: 3029 PG: 235 WAYNE T. PERRY AND MONTE L. PERRY / ZONING: PLANNED RESIDENTIAL ' ZONING: PLANNED RESIDENTIAL PARCEL 3200-049BO ZONING: PLANNED RESIDENTIAL 3 # / DEVELOPMENT, ENTRANCE CORRIDOR, DEVELOPMENT, ENTRANCE CORRIDOR, DEVELOPMENT, ENTRANCE CORRIDOR, DB: 353 PG: 164 AIRPORT IMPACT AREA I AIRPORT IMPACT AREA AIRPORT IMPACT AREA ZONING: PLANNED RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL USE: VACANT DEVELOPMENT, ENTRANCE CORRIDOR, B AIRPORT IMPACT AREA USE: SINGLE FAMILY RESIDENTIAL a I I — � � 40 0 40 80 120 I I A 1 / / SCALE: 1 " = 40' ■M ■: 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 �tiTH OF J r� "D. Kent O'Donohue, Jr?' Lic. No. 0406001683 F, 03-22-2016 J lj Al sc4 P E A R U) Z 0 0 Z 0 U CD Z U) X L LI ii CD U � > Z J OJ a � LL I LL I J LU OJO a DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE 1 "=40' REVISIONS: 02-16-2016 03-22-2016 SHEET NO. 0 JOB NO. 34150042 GENERAL NOTES: 0 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR. 2. A KNOX BOX IS REQUIRED. PLEASE CONTACT THE ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR THE LOCATION. 3. CONTR. TO PROVIDE ADVANCE WARNING SIGNAGE ON DICKERSON ROAD WARNING OF CONSTRUCTION TRAFFIC ENTERING AND EXITING EMERGENCY ACCESS ROAD. ©■ IAI■ 0■ 1:1■ 0■ ©■ 0■ 0■ 1/2" PREFORMED EXPANSION JOINT FILLER WHERE VARIES ADJACENT TO BUILDING SEE PLAN 1 /4" RAD. ° ° v 4" CLASS I AIR ENTRAINED CONC NOTE: STRUCTURAL BACKFILL FINISH – TROWELED EDGES, BROOM FINISH (WHERE FILL IS NEEDED) SCORING EVERY 6' EXPANSION JOINTS EVERY 30' MIN. SIDEWALK DETAIL N.T.S. 6" THICK ASPHALT PAVEMENT CONCRETE SLAB W/ 6X6 % WWF TOOLED EDGE (1) #4 CONT. SLOPE PER PLAN a • $" 8" THICK d 4 #21A STONE 8"' CONCRETE APRON DETAIL N.T.S. EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT AND CHIP AWAY I EXISTING SURFACE COURSE +2"_ PROPOSED SURFACE COURSE BENCHEDPROPOSED BASE PAVEMENT oCOURSE JOINT — o� o (—PROPOSED AGGREGATE SUB BASE ` 95% COMPACTED SUB–GRADE PAVEMENT JOINT DETAIL N.T.S. EX. EMERGENCY ACCESS E D HU OHU C 0■ STORM SCHEDULE: STIR # TYPE NOSE TOP ELEV. HEIGHT LENGTH DIAMETER MATERIAL SLOPE INV. IN INV. OUT COMMENTS 1 02-16-2016 Q 03-22-2016 23.19 15" 15" TYPE S HDPE 6.04% 601.40 600.00 ES -1 2 MH -2 608.50 7.10 O J J = U LLI ST -1 3 L.L LLI 209.44 15" 15" TYPE S HDPE 1.35% 604.32 601.50 4 MH -2 612.32 8.00 ST -1 5 47.39 15" 15" TYPE S HDPE 1.54% 605.15 604.42 6 DI -1 610.35 5.20 ST -1 7 54.76 15" 15" TYPE S HDPE 12.78% 608.50 601.50 ES -1 8 33.20 15" 15" TYPE S HDPE.3.01% 596.00 595.00 ES -1 9 RISER 601.50 5.50 24" NYLOPLAST RISER W/ TRASH RACK 20' & VARIABLE WIDTH - SWM ACCESS EASEMENT EX. HANGAR / WASH RACK I / 23= 63' NKAT CAW (11 IT CV SEDIMENT FOREBAY (SEE BIORETENTION DETAIL) UNDERDRAIN (SEE BIORETENTION DETAIL) LAYOUT LEGEND: UTILITIES LEGEND: CONC. APRON 8" PRIVATE WATERLINE gO 6" PRIVATE SANITARY LATERAL CONN. TO EX. UGND. PWR. 0 (SEE DETAIL) (3.5' MIN. COVER) 17 (CONTR. TO DETERMINE CONN. TO EX. SAN. M.H. LOCATION AND DEPTH) 5' CONC. SIDEWALK 6" PRIVATE WATERLINE (CONTR. TO DETERMINE B (SEE DETAIL) (3.5' MIN. COVER) 10 LOCATION AND DEPTH) 18 RELOCATED UGND. PWR. �O 5'X5' CONC. PAD CONN. TO EX. WATERLINE 11 SAN. C.O., TYP. UGND. TELEPHONE LINE TO BE (CONTR. TO DETERMINE 19 ADJUSTED TO NEW GRADES �O3 LOCATION AND DEPTH) 12 OIL & WATER SEPERATOR (CONTR. TO DETERMINE N TEMPORARY SAFETY FENCE (1) TI TEE (CONTR. TO (COORD. WITH MEP) LOCATION AND DEPTH) (SEE DETAIL) COORD. LINE SHUTOFF) CONN. TO EX. 2" FORCE MAIN TELEPHONE PEDESTAL TO BE PERMANENT FENCE �� (1) 8" GATE VALVE 13 (CONTR. TO DETERMINE 20 ADJUSTED TO NEW GRADES (MATCH EXISTING) LOCATION AND DEPTH) PROP. & EX. ROOF LEADERS �O 20' GATE (1) 8" TEE RELOCATED 2" FORCE MAIN WITH SPLASH PLATES, TYP. (1) 8X6 REDUCER 14 21 (CONTR. TO ENSURE 20' FIRE ACCESS ROAD (1) 6" 90° ELBOW 15 PROPANE TANK ON–GRPROPOSOUND ED DITCHES, DRAINAGETOM (8" OF COMPACTED #21A STONE (COORD. WITH GAS COMPANY) CUT INTO EXISTING GRADE. ENSURE 7 (1) PRIVATE F.H. GRADING PLAN) 95% COMPACTED SUBGRADE.) ASSEMBLY 16 GAS LINE 22 CONNECTION BY PLUMBER OUTDOOR WALL MOUNTED LIGHTING �Og FIRE DEPARTMENT STORM STRUCTURE TO MATCH EX. HANGER, TYP. CONNECTION / # (SEE PROFILES SHEET) (SEE LIGHTING PLAN) L �OJ DITCH (SEE GRADING PLAN) I I I I I K I I I B I I I I -------------------- -- -- ----� — i�/ GE I �l�T /T//-7� , HU I f _J 51' I J L— 0 121 ---� / EX. HANGAR / I C I J 21SOUTH PIEDMONT OI EX. HANGAR / COMMUNITY (NP•) PIEDMONT CORPORATE C/ / I / I � 15 P 10 PRIVATE ROPOSE PR VA E 2 POTABLE INATER LINE EXTENSIO / I / � 1 3 7 6 on 0 UGPSAN �+q��_ cenl� - `tirVYL L 2"WL 21°wi J H 2"WL _.... I 2 �o G z �1 Li / PROPOSED CHECK VALVE ON PRIVATE FIRE LINE X I I 0 75' BUILDING SETBACK CHARLOTTESVILLE–ALBEMARLE AIRPORT I I I I I 1 1 I AUTHORITY ► I PARCEL # 3200-01000 I I E DB: 3524 PG: 622 ZONING: RURAL AREAS, ENTRANCE X CORRIDOR, AIRPORT IMPACT AREA I � USE: COMMERCIAL I I00, X I X_X X X X X_ X X -X X — X i X X ■ X X X X -X J I OHU OHU OHU X X 1 -BCU—OHU OHU I — 3 I U—-OHU—tHU� \ R–O–W LINE – —12"wL 1 12"WL 12"WL—= ,2"W�L----12 —WL DICKERSON ROAD --- ,2WL — ------- 12 L —12'WLOUTE 606 12"WL 1 VARIABLE R—O—W WIDTH VARIABLE EP WIDTH — — — — — — — — I DICKERSON RIDGE LLC DICKERSON RIDGE LLC GEER, MONTY W OR DONNA SUE 3 PARCEL 3200-049H0 PARCEL 3200-049JO PERRY, BARBOSA A., TAMMY P. GRUBB, PARCEL # 3200-04910 # I # DB: 3029 PG: 232 DB: 1969 PG: 363 DB: 3029 PG: 235 WAYNE T. PERRY AND MONTE L. PERRY / ZONING: PLANNED RESIDENTIAL PARCEL # 164 3200-049BO ZONING: PLANNED RESIDENTIAL ZONING: PLANNED RESIDENTIAL DB: DEVELOPMENT, ENTRANCE CORRIDOR, / DEVELOPMENT, ENTRANCE CORRIDOR, DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA AIRPORT IMPACT AREA AIRPORT IMPACT AREA ZONINNG:G: P PLANNED NNED RESIDENTIAL USE: VACANT DEVELOPMENT, ENTRANCE CORRIDOR, USE: SINGLE FAMILY RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL AIRPORT IMPACT AREA � USE: SINGLE FAMILY RESIDENTIAL 40 0 40 80 120 SCALE: 1 " = 40' I E ■: D'Irlis ' 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 TH OF �o � J r�, "D. Kent O'Donohue, Jr.' Lic. No. 0406001663 03-22-2016 w ' ,d 1� sc� P E A R C4 WSK DESIGNED BY 8w Q DKO 1 CD SCALE 1"=40 I 2 �o G z �1 Li / PROPOSED CHECK VALVE ON PRIVATE FIRE LINE X I I 0 75' BUILDING SETBACK CHARLOTTESVILLE–ALBEMARLE AIRPORT I I I I I 1 1 I AUTHORITY ► I PARCEL # 3200-01000 I I E DB: 3524 PG: 622 ZONING: RURAL AREAS, ENTRANCE X CORRIDOR, AIRPORT IMPACT AREA I � USE: COMMERCIAL I I00, X I X_X X X X X_ X X -X X — X i X X ■ X X X X -X J I OHU OHU OHU X X 1 -BCU—OHU OHU I — 3 I U—-OHU—tHU� \ R–O–W LINE – —12"wL 1 12"WL 12"WL—= ,2"W�L----12 —WL DICKERSON ROAD --- ,2WL — ------- 12 L —12'WLOUTE 606 12"WL 1 VARIABLE R—O—W WIDTH VARIABLE EP WIDTH — — — — — — — — I DICKERSON RIDGE LLC DICKERSON RIDGE LLC GEER, MONTY W OR DONNA SUE 3 PARCEL 3200-049H0 PARCEL 3200-049JO PERRY, BARBOSA A., TAMMY P. GRUBB, PARCEL # 3200-04910 # I # DB: 3029 PG: 232 DB: 1969 PG: 363 DB: 3029 PG: 235 WAYNE T. PERRY AND MONTE L. PERRY / ZONING: PLANNED RESIDENTIAL PARCEL # 164 3200-049BO ZONING: PLANNED RESIDENTIAL ZONING: PLANNED RESIDENTIAL DB: DEVELOPMENT, ENTRANCE CORRIDOR, / DEVELOPMENT, ENTRANCE CORRIDOR, DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA AIRPORT IMPACT AREA AIRPORT IMPACT AREA ZONINNG:G: P PLANNED NNED RESIDENTIAL USE: VACANT DEVELOPMENT, ENTRANCE CORRIDOR, USE: SINGLE FAMILY RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL AIRPORT IMPACT AREA � USE: SINGLE FAMILY RESIDENTIAL 40 0 40 80 120 SCALE: 1 " = 40' I E ■: D'Irlis ' 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 TH OF �o � J r�, "D. Kent O'Donohue, Jr.' Lic. No. 0406001663 03-22-2016 w ' ,d 1� sc� P E A R C4 DRAWN BY WSK DESIGNED BY WSK Q DKO DATE 10-26-2015 CD SCALE 1"=40 Z 02-16-2016 Q 03-22-2016 Q _ Z I_ (D Z OwQ z U > —> �z J U Z Q0 %Q O J J = U LLI i 2 Q L.L LLI Q m 2 Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE 1"=40 REVISIONS: 02-16-2016 03-22-2016 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 0" Dr "D. Kent O'Donohue, Jr.a Lic. No. 0406001683 E, 03-22-2016 scA 1'E Ag•G� iI DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE1 "=40' REVISIONS: 02-16-2016 03-22-2016 SHEET NO. 0 JOB NO. 34150042 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 17 1 18 19 20 21 GRADING NOTES: p 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR p OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS DRIP LINE REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE PROTECTIVE DEVICE ORIGINAL GROUND SURFACE. n MAXIMUM LIMITS OF CLEARING AND GING A 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE RAD WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. N PROPOSED GRADING -- r r N fir" r 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND MIN. 5' -.,�-r GRADES AS INDICATED. WHERE DRIPLINE IS LESS THAN � 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR STORM DRAINAGE PIPING. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT M Source: Public Facilities Manual, vol. III, Fairfax Co.. Va., 1976 Plate 3.38-1 ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING M OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1°C). 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1°C). 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE L ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND L CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE 40 0 40 80 120 ELEVATION. 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SCALE: = 40� SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. K ------------------------------------------------------------------\\\\\\ `,`�`\ �� / , I , 1 -------------------------------- - - _ - - - '-- -- \ ` ` I I i r ' / ' I I ' I-'"/ 9. SPREAD TOPSOIL TO DEPTH OF 4" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, --___-____-___-________---__,\\ `\`� `\ ` 1� li 1 i �� PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING ------------- - - - - - - - - - - \ \-\\ \ i I r i / ,' I i ���' --------- --------------------------------- -' \� - \ �` �\ �\ ` 1 ' ' I ��'' PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES -----_------- ---------------------------- - - - - 1 _ _ - \ \\\ `\ \ 1 1 1 , I I ' 1 ' I , `� , / I `\\ /"" - - - - - - ------\\ \I I -----------------------//.� ------------- -------------------------- \ ,_ \ \ , 11 , 1 , , I I I I ' I ! 1 ' / l / ----__"'-------------------------------------------------- -\\ '_\ \\,1 ,1,,I, III'I I %��j? I ' , --------------------------------- - - - - - - - - - - - - - - �/\ 1� 11 , , li 1 1 I I I 1 I i ' I '�i' / ' / ' '? / ,'' 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED 1 I `\ ----------------- - - - - - - - - ----------------------__-----\ 1 1 I , , I I I I I I I I I \ , 1 /' •' FLOOR ELEVATIONS. I \� �� - -----------------r__ - __------------------------------------------\\'/I_lii'I i -------- ' I --------1j111'Il'I''Il I III , ------------------- - - - -------------- - - - - ,--' ► 1 1 . PROVIDE A MINIMUM OF 5% SLOPE FORA DISTANCE OF 10' AWAY FROM ALL BUILDINGS ` 1 1 I L EX HANIa R _------- ------------1 1 1 1 I' 1 1 1 1, 1 I I , -------- III I FOR POSITIVE DRAINAGE. --------------------- , 11, 11,1 11111 I � � I I ------------------------- \_, WASH RPS K --------------- ----------------`\ V III ------------------------------------------- \ 11,11,,1111,1 ; /'/ I ---------------------------------------------------------- ----------- ` \ I 1 , ' 1 ,III I i 1 I 1 I 1 11 ' ,-'' I -� IIIIIIIIIIIIIII� 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% --------------------------------------------------------\ \ ' ILII - - - - - - - - - - - I i- - - \ \ \ I III I I I I III 1 I ; 1 i , I I I 1 / �,, i' I - AND A MAXIMUM CROSS SLOPE OF 1 :48. -------- \\ I I, 1 1 1 1 I I I I <_ I 1\ -______���___- LIMITS OF DISTURBANCE (1.97 AC) TIE TO EX. 0 ' \`\ GRADE Q EP ® 613.59 1 I 6_ 43 --------------- --- ----- I I `\ - / ,/ j I 1 j j I I I \ \\ \ \ \\ \\\\ \\ \ \ `\ I ` \I 4 --_� 1�---__\ -tt �� �i�cc����� �� ������ -----' 77 \ �' \ \ \ \ \ \ \ \ \ \ \ 1' i , 1 TT �' -- _ 613.32 I L1 \\ 1611 -' ----- ---- I ---_-_-__--.611.57\ . ---- 613.32 I I I J 61 .00 I ��6n I , / ' \\\ / H EX. HANGAR `� `\ 613.32 I 1 SOUTH PIEDMONT H \` \ 18,000 SQ. FT. HANGAR EX. HANGARI F.F.E = 613.82 � 613.32 PIEDMONT RPORATE i COMMUNITY , MAX. HEIGHT = 35 I ' 61 I -60.19 w I CN1(0 //X ph 608. O 41 � 613.33 I \ 1 / r ------------- - 4f 613.42 \\I 613.32 610.32 I/0 1612.30 / I 1 11.77 , /// // _ 613 tl �1��������� ������r 1 - `\\ \ /' 612.57 612.781 612.55 612.47 2 X2.26 1 J/,---� '-----''� L `- _ �------------- TOP OF MEDIA , �� 1 ELEV. = 600.00 605 F - - - - - - ,//\__ .17 \ \ \ 612.17 612.1381 fi�2_15 612.07-------- = 61 1 .86 �' •' • , a�=''- - - \ _______ / \`----/� 1 / I ; / , / , , / / / / , /, /� /„ / // / / / / /� ; ' 1 / `\ - 605- 7 6°0 - -- ---------------, _ - - _ - ------- ------ - - -r- 6°° - X X -__- 61 o - -- _ _-_--------_---------_--_---- _ - - - _ - -�- __ --------600 - , `' -__ ------------------ _-- _ -_777:_ ______ ----- -510- ------ _ -------- - - - -- __________ _____ 605 \ - - - ---- -_ ----.605 ---_ _ _ _------_____________________________ __ _ = _ - - = __= _-____� - - - \ ��� ������► �- 605 --- ---- -- - _---- - - - 1� _ _ ---- ( \ \ \\ -- -5951 .c 2 ♦. - ' • , - - - - • -- --_ t=====_________________ _______= tIMITS OF DISTIIF ATE= ______ _- =_ _ = - = __ _______------- 4`1111- 6p - 609.61 ------------------ �' �,� - -----------1.97 A= = _ E- -----��`_� - - - - - _____ _ ----------------------------------------_ - I , _ - ' - - - - E 1 - -_-_- - - - - - - - - - - - -- - -- --- 2 p ' SEDIMENT FOREBAY/------------------------------------------------- 60------------------------------ ___--___-- _ -_- _--_ / ^• _ _ ,•♦ 600 - ----- -600 _ _ ----------------- - ----- -- _ / I / / , / / / / / , / 1 -' -_ ,-_� 6 / , / �/ �� -- - __ -----------------------__--_---- - ,� ' , r , , ' , i , i i / i, i, / iii �'i I ' \ ,1 �,--_-__-_-- --_=--------------_----_--' _ ' -'_--- / \\ 1 / I�- / ; TOP ELEV. = 600.00 �/' I 1 i / � 595 / l / / • / ____________-------------------------------, \ -__ i L' I I l / ---------- -- ____-__%;;-' % / • . : '/ i'/ -- ---- ----------------------------------- LOW-- _- _ ' /�. lr �I FLOW CONC. WEIR \-' ,' / :' /', ----------------------_ '> /� r 1 N .' 1' i "/ _ ,I ------ - -I--== - - - INV = 600.25 \\` _-'� /' ,' /' .' .'/� / !/ �/ ,� . j - - - _ 590- --------- __ -- _- - - - - - - _ �; I _ , , . ------------------------------- 1 I \ /---- ----------------------------------- ---'>' 1 / / \ / ' TOP OF BERM /'' /� l i l / / ' // '' ' �;:=-_ _ - - - _ _-------------.. / ( I ` �\ 1 \ \\ - -585 I , , __--------------- sir//. , \ j \ TP \ / / 1 ' ---- ------------------------ - - - - ELEV = 602.50 , ' / ' l i ' l ''''/---------------- I DI EXE TREEL\INE `--------" �' 1 / , / / / , r / ,/ - 0• / (TO BE PRESERVED SEE ESC l l \ �s \ \ \ \ \ D 1 / l , l / / / / / / /'' i /� l __-' I , \ \ \ \ \ PLAN, NOTES, & DETAILS FOR ,� /,---'----�_, _ � � / / / _ - �--�� / i I I 1 1 \ I I r I \ \ \ \ TREE PROTECTION -- I I \ r 1 \ \ I J I ,- ----- - I \ I -- -- /' ; \ \ / , / / % / / / i/ I I I I I 1 1 1 1 1 1 1 ' I , '' Ill J \ \ \ \ ,� 1 I 1 I y I I 1 1 1 \ / I \ C /doop X r \ / 1 , tet- X \ 1 1 \ \_ i \ \ \ \ \ -r- ------------ X \ /- , J / -- -" /- OI�U \ 1 \ 1 \- i � 1 \ I � ` \ \ 1 �SJ �-; / /�\\_1/ Y 1---�- y__y/ I 1 1 1 J \ _ _ _ -B z7E `\ L_- r r _, 1 I I 1 I 1 ` o \ \ ` ' \ \\ �' \ \ \\ B .7--61HU \ \ ' U, QHI1I y1 _-__--___-VHU--- It _____________ �__________ -/ _-- ---- �- �_� - ___ �_ __� ' 1 "WL L -1-- - L �J J J�vy _1- 1�-_1__i 11'\- -------------%____ - =_ =��-_� __- - -+-� -- y - 1 - _ _ _�, _ ------ - - --_ � � - ---' y12" -WL DICKER __ -�+'����----- SON ROAD 12"WL 12' L 12"WL 12`WL ROUTE 606 ,2"WL�- o�I VARIABLE R -O -W WIDTH J VARIABLE EP WIDTH 3 A I A J 3 I I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 12 13 14 1 15 16 17 18 1 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 0" Dr "D. Kent O'Donohue, Jr.a Lic. No. 0406001683 E, 03-22-2016 scA 1'E Ag•G� iI DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE1 "=40' REVISIONS: 02-16-2016 03-22-2016 SHEET NO. 0 JOB NO. 34150042 County of Albemarle Conservation Plan CiiephIL t -- To be placed on Landscape Plans 0 tHandhool(, pp 111-281-111-297 foe complete specffications) € . Th fallntivtn iterii5 sliall lie slio3vst on tlrc rlarr: Trccs to be saved; Limits of clearing (outside dripli€ie of trees to be saved); Location and type of protect€vc fuiicing; Grade clsanges requiring tree wells or walls; Proposed trenching or tunneling beyond (lie limits of clearing. N 2. lYlarldlras: Q All trees to be saved sliall be marked with Irriat or ribbon at a height clearly visible to equipment operatom IJ No gi ading shall begin tisitil tlrc tree iiiaricitig leas bec€i inspected and approved by a County ilisliectnr. 3. Pre-Canstruction Conference: L) Trow prescrvation and protection measuressliall he reviewed ►villi the contractor err site. 4. Eoulpment Operation and Storage: M Ileavy equilinient, vehicular traffic and storage ofeonst€ tctioii materials including sail shall not be pernistted within the driplines of trees to be saved. 5. Suit-Eyosi_a_n and Star'niNvuter Detention Devices: Q Such devices shall imt adversely affect trees to be saved. 6. Fires! 0 Fires are riot pcnnitted wilhin 100 feet of Clic drililine of trees to be saved. L 7. Toxic Materials. Ef Toxic materials shall not be stared within €00 feet of the driplisic of trees to be saved. 8. Protective Renclog. Ll Trees to be retaincd-within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencingshall be in place acid shall be inspected and approved by a Countyllispector prior to grading or construction. 9. Tree Wells: Wirers the ground level snrist be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail K submitted for appeoval. l0. Tree Walis. . Fi VAR—' rr.n t',..{•nand ia.er.l ,..{set i.r tnlxrrrrr€ vith;n tlup ttrisnflnP n tri --p hQ -gavel. a tree wall shall be provided: and a construction detail 4.dYY lH.11 lily ground ..-- _ submitted for approval. 11, Trenching and Turrirelink: i] When lrencliuig is required within the liini€s of clearing, it shall be clone as far away from the trmu cs of trees as possible. Tunneling under a large tree snail be considered as All a€ternative whe€i it is anticipated that accessary trenching will -destroy feeder rants. J 12. Ct, enTiusx: El Protective fencing shrill be the last items removed during the final cleai€up. 13. Da a eel Trees: Lf Damaged trees shall be treated iirunediately by proving, fertilization or otheritiethads reconnn0lided by a tree specialist. NOTE. ITIS THE DEVELOPER'S RESPONSIBI),ITY TO CONr,ER'1VI'fld'FHLr CONTRACTOR ON'IMEE CONSERVATION FX, QUIRE NIENTS. CONTRACT PURCHASER SIGNATURE (DATE) 5JI/05 Rage i of 1 i 8 9 EX. HANGAR / WASH RACK I 11/1/1 0 II } II Lfi- U P UGP / / 0000 0000 �/0000�- 000 0000 y y A 1 o y / 1 / / EXISTING TREELINE / PRESERVED FOR SCRE AND LANDSCAPE REQUIRE SEE LANDSCAPE INSERT FOR PLANTING LAYOUT 2 EA. FIXTURE TYPE "A" I 1 1 EA. FIXTURE -06- TYPE "C"! 2 EA. FIXTURE TYPE "A" y 18,000 SQ. FT. HANGAR F. F. E = 613.82 MAX. HEIGHT = 35' i 1 EA. FIXTURE TYPE "B" 1 EA. FIXTURE TYPE "B" - I I 1 1 I I I 1 I 1 EA. FIXTURE TYPE "B" I c c c� f1 UGP I^ x X X X X X X X X X 0.5 FC BOUNDARY, TYP. X 30 0 30 60 X 90 JV/ -1L1-. I - .)V X \ -----_------------------- LANDSCAPE SPECIFICATIONS Ml7CGH RING AROUND` 605 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING \\ TREES IN -REPLACE- - - - _ _ _ - - - - - - - - ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY OF SO ;P. \ STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. --- ------------ ---_ 2. ALL WORK SHALL BE COORDINATED WITH TRADES. G----------- \ _ � 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, ----- \ NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND \j/ 7 \j/\ \ ROOTS, STUMPS AND STONES LARGER THAN 2" IN DIMENSION. --------- ----------- - `.� \ 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 1,6003 \ O \ 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL F BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. ` `. `. 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, 1-1 ❑111111111 o■ :■ n■ PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. 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 STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. LABEL ` \�` UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK \ `\� PLANTIN SPECS. �` \� \SIT. IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL -- A/ �`� REINSPECTION AND APPROVAL. O 1 per 250 S.F. 3 NOTE 3 44,000 4 �C\ ��\� `•�� - 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. CC NOTE 3 44,000 3 A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL CV 0Chionanthus `. FOLLOWING PLANTING. - - - - - - - -------_ 1 per 250 S.F. 3 B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH I\ j ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. i 602 A/ �� 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF FA NONE =Festuca arundinacea MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. i Complete Cover 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO i 602 i I NONE PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN PROVIDED: NONE THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. EXISTING PROVIDED: MAINTAIN EXISTING A TREE CANOPY REQUIRED: 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS vvv MAINTAIN EXISTING ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. LANDSCAPE INSERT 10 0 10 SCALE: 1 " = 10' 1 1 . = M om THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL (SEE BIORETENTION LANDSCAPE SCHEDULESCALE: THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED = 1 O' PROMPTLY FROM THE SITE. FOR PLANTING SPECIFICATIONS) 12. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. BIORETENTION LANDSCAPE SCHEDULE: 13 ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. 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 STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS PLANTIN SPECS. QUANTITY MW, Uj CC FACTOR Carpinus caroliniana American Hornbeam E-CONOOLIGHT 1 per 250 S.F. 3 NOTE 3 44,000 4 B E-CONOOLIGHT E-WPC2P40Q height multi -stem NOTE 3 44,000 3 raw CV 0Chionanthus N/A SEE White Fringetree 6-8 ft Height 1 per 250 S.F. 3 MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. virginicus Multi -stemmed STREET TREES REQUIRED: NONE FA NONE =Festuca arundinacea Tall Fescue Sod Complete Cover 100 NONE INTERIOR LANDSCAPING REQUIRED: NONE PROVIDED: NONE SCREENING REQUIRED: EXISTING PROVIDED: MAINTAIN EXISTING A TREE CANOPY REQUIRED: EXISTING PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. 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 STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1/2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT-CANDLE. 2. FIXTURE A (E-HJWP40SQZ) MUST BE INSTALLED WITH THE DEEP BAFFLE SHIELD (E-ACHJDB) TO ENSURE FULL CUTOFF AT A 60' TILT. OTHERWISE, A 0° TILT MUST BE USED TO ENSURE FULL CUTOFF. 3. A MAINTENANCE FACTOR IS NOT PROVIDED BY THE MANUFACTURER FOR HID LIGHTING. RUBBER HOSE AT BARK -UY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING LANDSCAPE DETAILS RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL ■D ■0 MIS ■0 ■D ■0 ON ■❑N 18. PLANTING PROCEDURES FOR TREES AND SHRUBS WSK LUMINAIRE SCHEDULE B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE FIXTURE MANUFACTURER CATALOG # TILT MAINT. FACTOR LUMEN LEVEL QUANTITY A E-CONOOLIGHT E-HJWP40SQZ SEE NOTE 2 SEE NOTE 3 44,000 4 B E-CONOOLIGHT E-WPC2P40Q N/A SEE NOTE 3 44,000 3 C E-CONOOLIGHT E-WPC1M1OQ N/A SEE NOTE 3 9000 1 LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT-CANDLE. 2. FIXTURE A (E-HJWP40SQZ) MUST BE INSTALLED WITH THE DEEP BAFFLE SHIELD (E-ACHJDB) TO ENSURE FULL CUTOFF AT A 60' TILT. OTHERWISE, A 0° TILT MUST BE USED TO ENSURE FULL CUTOFF. 3. A MAINTENANCE FACTOR IS NOT PROVIDED BY THE MANUFACTURER FOR HID LIGHTING. RUBBER HOSE AT BARK -UY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING LANDSCAPE DETAILS RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL ■D ■0 MIS ■0 ■D ■0 ON ■❑N 18. PLANTING PROCEDURES FOR TREES AND SHRUBS WSK A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. WSK B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE DATE 10-26-2015 BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE NOTED PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED C BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 19. LANDSCAPE ORDINANCE REQUIREMENTS: STREET TREES REQUIRED: NONE PROVIDED: NONE B INTERIOR TREES REQUIRED: NONE PROVIDED: NONE INTERIOR LANDSCAPING REQUIRED: NONE PROVIDED: NONE SCREENING REQUIRED: EXISTING PROVIDED: MAINTAIN EXISTING A TREE CANOPY REQUIRED: EXISTING PROVIDED: MAINTAIN EXISTING 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 i;�'TH OF "D. Kent 0 Donohue, Jr.a Lic. No. 0406001683 03-22-2016 scA PE ARG' Z Q 0- Z (2 V _j W ^w L.L Q U U) 0 Z Q Z J OJ a � 2 W J LU m a DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE AS NOTED REVISIONS: 02-16-2016 03-22-2016 SHEET NO. C9 Of 10 JOB NO. 34150042 DI 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 05/17/10 03,,,,,, TYPE A °3111,11 AND ASSOCIATES 7INC IN-LINE BULLHORNS PREMIUM ■ • • • . . e -conolight* (%E-PT2 El 8ODB, %E -P T3E1 8ODB, %E-PT4 El 80 DB) le -conolighto' 150 - 400 WATT 150 - 400 WATT E-HJW SERIES le -conolight"' E-HJW SERIES Paint Finish: All e-conolight tenons are mechanically cleaned and coated with an electrostatically applied, baked -on Applications - General-purpose applications, Building facades, Large open areas (no cutoff), Sign Lighting REFLECTING TOMORROW powder topcoat to provide years of worry -free service in the field. Typical Mounting Height: See chart below www.balzer.cc Accessories +a N Staunton 31-011 New River Valley 4 Roanoke Richmond 1' 11- 0" Harrisonburg Wireguard Deep Baffle RESIDENTIAL LAND DEVELOPMENT ENGINEERING CAT.# E.ACHJWG CAT.# E-ACHJDB Adjustable tll-Bracket Adjustable Slip Fitter SITE DEVELOPMENT ENGINEERING 141*LAND USE PLANNING & ZONING %E-PT2E180DB %E-PT3E180DBCatalog Wattage Ballast Catalog Wattage Ballast M LANDSCAPE ARCHITECTURE LAND SURVEYING Photocell, field installed, use with adjustable slip fitter only ARCHITECTURE CAT.# E.ACP1 (120 volts) E-HJWPI5YQZ 15OW PSMH 12CV20EV2401277V HX E-HJWPI5S0Z 15OW PSMH 12012081240/277V HX STRUCTURAL ENGINEERING 4%Glare Shield TRANSPORTATION ENGINEERING CAT.# E-ACHJGS CAT.# E-ACP2 (208/2401277 volts) E-HJWP25YQZ 25OW PSMH 12(Y2051240/277V CWA E-HJWP25SOZ 250W PSMH 12012081240/277V CWA ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS &STREAM EVALUATIONS TO ,,E-HJWP32YOZ 320W PSMH 120120B/2401277V CWA E-HJWP32SOZ 320W PSMH 12012081240/277V CWA E-HJWP40YOZ 40OW PSMH 120120EV240/277V CWA —> E-HJWP40SOZ 40OW PSMH 12012081240/277V CWA Balzer and Associates, Inc. L 1561 Commerce Road OUTDOOR • - '"• Mounting Heights Suite 401 %E-PT4E180DB so` Wattage Mounting Height Verona, VA 24482 All bullhorn tenons measure 2-318" O.D. and accommodate e-conolight adjustable slip fitters (not included). 150W PSMH 15- 20' 540-248-3220 250W PSMH 20'- 25' FAX 540-248-3221 Catal... Description 320W PSMH 20'- 30' 1H 0p 40OW PSMH 25'- 30' %E-PT2E180DB Double In-line Bullhorn at 180° H "D. Kent O'Donohue, Jr.a =�_ � " • %E-PT3E180DB Tri Lic. No. 0406001683 E,le In-line Bullhorn at 180° p 03-22-2016 t' . > 40 Excellent Corrosion Resistance Built -to -Last k ACV J 5(H) • Low copper, die-cast aluminum lens frame and housing • Foam in place gaskets provide superior seal J dsC i'1 %E-PT4E180DB Quad In-line Bullhorn at 180° • E -coat epoxy primer with five layers of protection • UL listed for wet locations (IP54) A PE p,RG • Super durable powder topcoat • Durable stainless steel captive fasteners • Five-year finish warranty • Three-year fixture warranty • One-year lamp warranty Versatile Optics • Assembled in the USA • Effective optical patterns • Suitable for ground mounting, uplight & downlighting (IP54) Other Features • Precision reflector systems using high -efficiency pre -finished • 14 -inch square x 6.375 -inch deep housing aluminum sheets for optimum lighting results • Electrical components heat sunk to the housing for increased life • High-perf romance H75 lamp included with 250-400 watt fixtures. • Tempered glass lens for maximum impact resistance Universal burn lamp included with 150 watt fixtures • Integrated lens frame hinge • 4KV rated porcelain lamp socket 1501 96'h Street Sturtevant, Wisconsin 53177 1 (888)243-9445 1 Fax (262)504-5409 1 www.e-oonolight.com 1501 961h Street Sturtevant, Wisconsin 53177 I (888)243-9445 I Fax (2G2)504-5409 I www.e—conollght.c6m 1501 961h Street Sturtevant, Wisconsin 53177 1 (888)243-9445 1 Fax (262)504-5409 1 www.e-conolight.com DCR 2011-087 DCR 2011-087 TYPE C TYPE B � RUUI® " I I " I I I II I IRUUIY 150/250/400 -WATT I Q LIGHTING LIGHTING (D Z Q G Applications: Security, pathway and perimeter lighting ideal far entry ways, walkways and pa iking facilities. Applications: Security, pathway and perimeter lighting ideal far entry ways, walkways and pa iking facilities. G Q Typical Mounting Height, 8 to 18 feet Typical Spacing: 2 to 3 times the mounting height PRODUCTS THAT MEET BUY AMERICAN Typical Mounting Height, 15 to 30 feet for PSMH, 8 to 12 feet for CFL Typical Spacing: 2 to 3 times the mounting height = C) Z r�rr�� REQUIREMENTS WITHIN ARRA V ARE DESIGNATED BY THIS SYMBOL. PRODUCTS THAT MEET BUY AMERICAN f J Now REQUIREMENTS WITHIN ARRA U ARE DESIGNATED BY THIS SYMBOL. N \ Ow > A C A C LLI — �' Q 0 Z F F o (� J O B B > Q Q > ik Z = LLI lk I L0 LU One lamp included One lamp included V Q . C 12.0" 11.6" 8.2" 16.3" 16.8" 10.1" L.L J W Q Initial Lamp Lamp Initial m E E 2EQ I Catalog # Description Ballast Lamp Lamp Weight Delivered Color Catalog # Description Ballast Base Lamp Weight Delivered Color 0 &;;;; Base 1 1 Lumens Rendition A— 161 Lumens Rendition Z 70 -watt 120120812401277-voltClear, E-WPC2M5Q(*) 1%watt 120120812401277 -volt E39 Clear, 31.7 lbs. 14000 68 CRI Pulse Start Metal Halide [PSMH] HX ballast HPF E-WPC1M07Q{*) E26 medium base 18.4 lbs. 5600 65 CRI Pulse Start Metal Halide [PSMH] HX ballast HPF mogul base J 100 -watt 120120812401277-voltClear, E-WPC2P25Q(*) 2%watt 120120812401277 -volt E39 Clear, 359lbs. 25000 68 CRI D E-WPC2P40Q(*) 400 -watt 120120812401277 -volt E39 Clear, 35.2lbs. 44000 68 CRI DRAWN BY WSK E-WPC1P15Q{*] 15awatt 120120812401277 -volt CW E26 Clear, 20.9 lbs. 14000 68 CRI Pulse Start Metal Halide [PSMH] CWA ballast HPF mogul base Pulse Start Metal Halide [PSMH] ballast HPF medium base DESIGNED BY WSK 100 -watt 120120812401277-voltClear, E-WPC2F57t1(9 57 -watt 120 -to 277 -volt Coated, 24.21bs. 4300 82 CRI E-WPC1H1011M HighPressureSodium (HPS) HXhallastHPF E26 medium base 19.8lbs. 9000 22 CRI Compact Fluorescent (CFU Universal Electronic GX24q-5base CHECKED BY DKO MSpecifyfinish color. Z=Dark Bronze,M=Medium Bronze E-WPC2F700(*) 70 -watt 120 -to 277 -volt Coated, 24.21bs. 5200 82 CRI 10-26-2015 Compact Fluorescent [CFL] Universal Electronic GX24q-6 base DATE ......................................................................................................................................, MSpecifyfinish color. Z=Dark Bronze,M=MediumBronie C SCALE AS NOTED Construction & Materials PerformanceOtte one ..................,..,..,..,..,..,..........................................................................................go. Seamless capper -free die-cast aluminumhausing 5 -year finish warranty Construction & Materials Performance REVISIONS: Capper -free die-cast alumimurn lens assembly and frame is hinged, 3 -year fixturewarrantyal I owSeamless capper -free die-cast aluminum housing 5-yearfinish warranty ; 02-16-2016 Clear,ngfar easyserass lenity 1 -year I ampwarranty � Copper -free die-cast alumimurn lens assembly and frame is hinged, 3 -year fixturewarranty Clear, borasil icate gl ass l ens al Iowingf or easy serviGabiI ity 1 -year I amp warranty 03-22-2016 - Faam-in-place gasketing around lens and mounting provide watertightseal Precision specularaluminumreflector pravides farwardthrow Electrical Clear, bormilicateglasslens wit h wi de dist ri b uti o n Foam -in -place gaskding around lens and rnountingprouidewatertightseal : Axture design provides cutoff light distribution without glare ; Precision specular aluminum reflector provi des forwud throw Electrical ; Supplied with lightweight mounting box designed for installation wit hwide distribution E3 over standard 4 -inch square or octagonal and single -gang) -boxes Regulatory Axture design provides cutoff light distribution without glare Conduit entry from top, sides, and rear for easy through UL Listed Supplied with lightweight mounting box designed for installation E -coat epoxy primerwit hfive layers of protection Suitable farwet locations ; overstandard 4 -inch square or octagonal and single -gangJ-boxes Regulatory Super durable medium- ar dark -bronze pawdutapcaat Assembled in the LISA ; Conduit entryfram tap, sides, and rear for easy through -wiring UL Listed E -coat epoxy primer with five layers of protection Suitable forwet locations ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Supudurablemedium-or dark-bronzepowdutopGoat Assembled in the USA •...................................................................................................................................... Willi SHEET NO. Due to continuous product improvement, information in this d ocu ment issuhintto ch ange. All puhlishe d ph otometric testing pe rformed to IESNA LM -N-08 Due to continuous product improvement, information in this d ocu ment issuhintto ch ange. All puhlishe d ph otometric testing pe rformed to IESNA LM -N-08 n st antlartls by a NVLAP Bert ifietl laboratory. Fixture photometry was uompleted on a single rep reantative fixtu re. Actual production units may vary up to st antlartls by a NVLAP Bert ifietl laboratory. Fixture photometry was uompleted on a single rep reantative fixtu re. Actual production units may vary up to e—conn l i g hir !10%of initial delivered lumens. Lumen maintenannvaluesat25` UTF)amcalculatedperTM-2lhasedonLM-80dataandimitufixturetesting. e—con° l l g ht !10%of initial delivered lumens. Lumen maintenannvaluesat25` UTF]amcalculatedperTM-2lhasedonLM-80dataandimitufixturetesting. A 1501966 Street, Stu rtevant,W1531771 Phone [111181243.9445 1 Fax (2fi2]5004091 www. "onoIight.cem 1501966 Street, Stu rtevant,W1531771 Phone [111181243.9445 1 Fax (2fi2]5004091 www. "onoIight.cem C 0 0 0 1 1 1 19 1 1 ._� 1 14 1 1.5 1 1 R 17 is 1 1 A I gn 1 91 1 1 JOB NO. 34150042