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HomeMy WebLinkAboutSDP201500054 Plan - Approved 2016-04-22O� Opo �9 P� ~s G CY�P q RPO�T �0 0 SITE PROFFIT RD Qo e �O eO 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. C7-1'QN �`t7Q� CHARLOTTESVILLE-ALBEMARLE AIRPORT SDP 201500054 WHITE HALL DISTRICT ALBEMARLE COUNTY SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 LAYOUT PLAN C4 GRADING PLAN G Gil _se o -Tn , r BETAI S ren SWM PROFILES ES o BETAI S C9 LANDSCAPE & LIGHTING PLAN C10 LIGHTING DETAILS LEGEND ------602----- EX. INTRMDT. CONTOUR ----600--- EX. INDEX CONTOUR + 1355 EX. SPOT ELEVATION -8" WL- EX. WATER LINE -8" SAN- EX. SANITARY SEWER x!�*"- 18"RCP 111 '" EX. STORM PIPE - - - - EX. EDGE OF PAVEMENT BEGIN VERT. CURVE STA. EX. BUILDING CB EX. POWER POLE CURB & GUTTER EX. SANITARY SEWER MANHOLE e EX. STORM SEWER MANHOLE co CLEANOUT 0 EX. LIGHT POLE tl� WATER LINE REDUCER uca EX. UNDERGRND POWER LINE G EX. GAS LINE OHU EX. OVERHEAD CABLE X EX. FENCE EX. TREE LINE AHFH ARROW HEAD TOP OF INTRMDT. CONTOUR FIRE HYDRANT APPROX APPROXIMATE ASPH ASPHALT BC BOTTOM OF CURB BIT BITUMINOUS BLDG BUILDING BLK BLOCK BM BENCHMARK BVCE BEGIN VERT. CURVE ELEV. BVCS BEGIN VERT. CURVE STA. BW BOTTOM OF WALL CB CINDER BLOCK C&G CURB & GUTTER CMP CORRUGATED METAL PIPE GONG CONCRETE COR CORNER DBL DOUBLE DEFL DEFLECTION DI DROP INLET DIA DIAMETER DE DRAINAGE EASEMENT ELEC ELECTRIC ELEV ELEVATION ENTR ENTRANCE EP EDGE OF PAVEMENT EVCE END VERT. CURVE ELEV. EVCS END VERT. CURVE STA. ABBREVIATIONS EW PROP. INTRMDT. CONTOUR RAILROAD 6^� PROP. INDEX CONTOUR 13.55 FDN FOUNDATION H-�13.05 PROP. SPOT ELEVATION -8" WL- PROP. WATER LINE -8" SAN- PROP. SANITARY SEWER STORM DRAIN PROP. STORM PIPE ® SECTION PROP. EDGE OF PAVEMENT BE SLOPE EASEMENT PROP. BUILDING SS SANITARY SEWER PROP. CONCRETE SSD PROP. ASPHALT PAVEMENT HEADLIGHT SIGHT DISTANCE (STANDARD/HEAVY DUTY) SANITARY SEWER EASEMENT PROP. GRAVEL �( PROP. GATE VALVE INVERT BENCHMARK STANDARD G PROP. GAS LINE uGP PROP. UNDERGRND POWER LINE X PROP. FENCE - - - - SITE PROPERTY LINE - - - - ADJOINING PROPERTY LINE ABBREVIATIONS EW ENDWALL RR RAILROAD EXIST EXISTING RYS REAR YARD SETBACK FDN FOUNDATION SAN SANITARY FF FINISHED FLOOR SBL SOUTH BOUND LANE FG FINISH GRADE SD STORM DRAIN GBE GRADE BREAK ELEVATION SECT SECTION GBS GRADE BREAK STATION BE SLOPE EASEMENT HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER HPT HIGH POINT SSD STOPPING SIGHT DISTANCE HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT INTX INTERSECTION STA STATION INV INVERT STD STANDARD IP IRON PIN STO STORAGE LT LEFT SYS SIDE YARD SETBACK LVC LENGTH OF VERTICAL CURVE TBM TEMPORARY BENCHMARK MH MANHOLE TBR TO BE REMOVED MIN MINIMUM TC TOP OF CURB MBL MINIMUM BUILDING LINE TEL TELEPHONE MON MONUMENT TRANS TRANSFORMER NEIL .NORTH BOUND LANE TW TOP OF WALL PROP PROPOSED TYP TYPICAL PUE PUBLIC UTILITY EASEMENT VDOT VIRGINIA DEPARTMENT OF PVMT PAVEMENT J TRANSPORTATION R RADIUS VERT VERTICAL RT RIGHT WBL WEST BOUND LANE R.O.W. RIGHT OF WAY YD YARD READ REQUIRED RR RAILROAD APPROVALS Department Date Department of Community Development DESIGNED BY Planner/Zoning Luk 4 11(o Engineer Y Inspections NOTED ARB Department of Fire Rescue 111104 Albers a Cqun Servic uthority 5/A Virginia e rtment o Transportation U 22' Health Department GENERALNOTES SITE ADDRESS: 15 AVIATION DRIVE CHARLOTTESVILLE, VA 22911 1. OWNER: CHARLOTTESVILLE-ALBEMARLE DEVELOPER: LANDMARK AVIATION DESIGNED BY AIRPORT AUTHORITY CHECKED BY 1500 CITYWEST BLVD DATE 10-26-2015 201 BOWDEN LOOP NOTED SUITE 60 CHARLOTTESVILLE VA, 22911 HOUSTON, TX 77042 PHONE: 713-300-0766 CONTACT: LOUIS BRADBERRY AGENT: BALZER & ASSOCIATES, INC 1561 COMMERCE ROAD SUITE 401 Z_ U VERONA, VA 24482 U (i' 0 P PHONE: 540-248-3220 Ofo F- FAX: 540-248-3221 0> O CONTACT: KENT O'DONOHUE, LA �¢ Q¢ 2. PARCEL INFORMATION Y� PARCEL ID: PART OF 03200-00-00-01000 LU =a DB 3524, PG 622 LU ZONING: RURAL AREAS + ENTRANCE CORRIDOR OVERLAY + AIRPORT IMPACT AREA CURRENT USE: COMMERCIAL PROPOSED USE: COMMERCIAL Q ADJACENT LAND USE(S): COMMERCIAL, VACANT Z SITE AREA: 560.08 ACRES LEASE AREA: 0.62 ACRES DISTURBED AREA: 1.97 ACRES J 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 Fr 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 SIORETENTION AREA. 6. WATER: PUBLIC SEWER: PUBLIC 7. PARKING REQ'D: MINIMUM 2 SPACES PARKING PROVIDED: PROVIDED WITH EXISTING AIRPORT PARKING FACILITIES B. 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 CAN, 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 'X'. 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 I)MM AND ASSOCIATES INC © r REFLECTING TOMORROW wW W.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIpEM4LL WiOOEVELWMEMENGINEERMG SIMDIALOPMEWENGINEERING IANCUSEMNNINGS MING LwOSGPPEA4CNrtECNNE LANDSURVEYING A IffrECNRE SMUCNR4 ENGINEERING T I`C)RTArM ENGINEFAING ENVIRONMENTAL SSWL SCIENCE W NDDEI.WnONS&STREAMEVALUATIGNS Balzer and Associates, Inc 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 fent ONnohue, k?, No. 0406001684 F, 0Z._CJ'1o16 .v REVISIONS: 02-16-2016 03-22-2016 SHEET NO. C1 of 10 JOB NO. 34150042 DRAWN BY WSK DESIGNED BY LL CHECKED BY DKO DATE 10-26-2015 SCALE AS NOTED /Q V Q Q F- Z_ U U (i' 0 P E,- 0 Ofo F- < 0> O =) o �¢ Q¢ U x Y� LU =a LU CO J Q Z Q J REVISIONS: 02-16-2016 03-22-2016 SHEET NO. C1 of 10 JOB NO. 34150042 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. C1 of 10 JOB NO. 34150042 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. -wE C e TOFA Z a y 70FA _ _ _ _ _ _ _ _ _ _ _ _ _ TOFA L-' '�--e+var eirr /'A ;-70FA- ; rM�yug - -------------------------------- ; I� -- 94 -'^----------------------------- - - - - -- '_-------------------------------- - - - - -- _. SOIL TYPE (TYP) EX. APRON _.. EX. HANGAR .' / WASH RACK 1; SOIL BOUNDARY (TYP) EX. CULVERT f EX. LIGHT>r L� :-' (TO BE REMOVED)/ 656 I I EX. RETAINING-, O EX. LIGHT EX. POWER LINE WALL I (TO -B OVED) (TO BE REMO IX. DITCH EX. EDGE OF I I F, 94C (TO BE REMOVED) pAVEA-0ENT (TYP) J L I ------_—_ — __ O ------------------p - -p — .r p - - P P P P —t."' 117�-4�T/ / / / ��� �_ - j -,�lT/ /��GP—UGP— UGP-t- UGP UGP UGP— UGP— UGF/ (V//�/S N SAN SAN —5.1.4 SAN S N .EX. POWER�tD S"lr"iL EX. 2" S.AN FORCE MAIN- S41 (TO REMAIN) / L- (TO BE RELOCATED) �ai / - Q av EX. HANGAR / I (/ EX. POWER PEDESTAL I SOUTH PIEDMONT �- (TO REMAIN) EX. UNDERGROUD POWER EX. HANGAR _ ' (TO BE RELOCATED) PIEDMONT CORPORATE COMMUNITY /,{ 1 '�. EX \ gl v (TO BE APPROX REMO D)50' 9F EX. FENCE e ) I PARKING rMANAGED SLOPES EX. EMERGENCY ACCESS 1 Wx/111 O V , VVVV . UGP,{;JGp SSh '"'�+. •:.'� r LL LL F.�/�/L/L I I 1�L! LL LL'-� c-�- SAN J`'" 946 Sa SAN �'"--'A*EX. WATER LINE crosvn rte,.-,�_._:Yir �L �i-- -- -- x -- I(LO BE EXTENDEP2- -- -- -- -- -- _. / EX. POWER PEDESTAL EX. STORM JUNCTION BOX T T T T— (TO REMAIL^•-,,, \.,`,, ��� ,`\•\�` PROPERTY TO BE LEASED "� •` \ wME-Sommosim \EX. TELEPHONE PEDESTAL �� '��:,\�\�\'^� (TO BE ADJUSTED) \� "' = IIS`\ \\�� EX. TELEPHONE LINE EX. TREELINE (TO BE ADJUSTED) (TO BE PRESERVED) NMI IBM \ \ 8" E. 1" *ER SERVING - TTYO EXI "}STING HANGERS _ S (PROPOSE? HANGER TO f<EX. HY °i, BE,ADDED\TO SERVICE) IX. FENCE MANAGED SLOPES' PUBLI 8 'V 4 WITH .S AF_`, CHARLOTTESVILLE-ALBEMARLE AIRPORT - I i I I , AUTHORITY I PARCEL # 3200-01000 I I I I I 1 I t DB: 3524 PG: 622 rt1 y / ZONING: RURAL AREAS, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA �'+;�, I � � ��_ � e' + USE: COMMERCIAL E x ' EX'. CULVERT - x---- x .--- x— x— X--_ X x I I I 1 - x- x x ___ x x - x �_ _i - yil -"iu `^' ---_ IMT x xx--X---.x j OHU �H u oHuOhu _��� 94B _� 0_HIJ JHU - DICKERSON ROAD - - _ R -O -W LINE" _- _ ��-_- _„____ Z, -,z,� _�-_ \ ��-------- ----- - .- �..._._ 946 --------- �` ----- ,zm --- — '9�C--------------- �� _,� ROUTE 606 ,zea--- - - 12,E c"AJ VARIABLE R -O -W WIDTH � - VARIABLE EP WIDTH r'-----------\-- DICKERSON RIDGE LLC / DICKERSON RIDGE LLC GEER, MONTY W OR DONNA SUE 0 1 t n PARCEL # 3200-049J0 j PERRY, BARBOSA A., TAMMY P. GRUBB, PARCEL # 3200-04910 PARCEL # 3200-049HO 1 1 DB: 3029 PG: 232 DB: 1969 PG: 363 1 DB: 3029 FG: 35 WAYNE T. PERRY AND MONTE L. PERRY / ZONING: PLANNED RESIDENTIAL f, 1 # ZONING: PLANNED RESIDENTIAL ZONING: PLANNED RESIDENTIAL PARCEL 3200-049BD , DEVELOPMENT, ENTRANCE CORRIDOR, -y OEVE!OPMPN', ENTRANCE CORRIDOR, DB: 353 PG: 164 / DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA ;r '. AIRPO IMPACT AREA ZONING: PLANNED RESIDENTIAL AIRPORT IMPACT AREA I q USE: �iAC4NT DEVELOPMENT, ENTRANCE CORRIDOR, USE: SINGLE FAMILY RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL i AIRPORT IMPACT AREA USE: SINGLE FAMILY RESIDENTIAL I '-,,-_-. .�--.>.,,, S"^"'=• t;r',: �.!*T.'� I - — 40 0 40 80 120 / / SCALE: 1 " = 40' ��� l / I a� BAS AND ASSOCIATES INC REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIOENnPi LANDOEVELOPMENTENGINEERING SRE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING W SCAPEARCFTECTURE LANOSURV ING ARCNNEGNRE STRUCTURN ENGINEERING TINNSPORTATIONENGINEERNG EfMRONNEW& & COIL SCIENCE NETIAND DELINEATIONS 6 STREAM Vkt ARONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 fZ Kent ODonobue, J. Be. No. 0406001683 03-22-2016 , M SHEET NO. C2 of 10 JOB NO. 34150042 a (D Z Q U) a = z z X UK Ow ; F- F- z o Z Q° �U ¢ o U Q � Z LU F- tY W QW m 2 Q Q 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. C2 of 10 JOB NO. 34150042 GENERAL NOTES: 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. 1/2" PREFORMED EXPANSION JbOINT FILLER WHERE VARIES ADJACENT TO BUILDING SEE PLAN 1 /4" RAD. .D D. CLASS I AIR ENTRAINED GONG NOTE: S$TTRUCTURAL BACKFILL FINISH - TROWEL€D EDGES, BROOM FINISH (WHERE FILL IS NEEDED) SCORING EVERY 6 EXPANSION JOINTS EVERY 30' MIN. SIDEWALK DETAIL N.T.S. B•TNICK ASPHALT PAVEMENT CONCRETE sue w, BxeXwwP TOOLED EDGE (1) k4 CONT. SLOPE PER PLAN R in 4' p2,A5T0 E a 8" CONCRETE APRON DETAIL N.T.S. EXISTING PAVEMENT PROPOSED PAVEMENT �12" SAWCUT AND CHIP AWAY IXISTING SURFACE COURSE PROPOSED SURFACE _ COURSE BENCHED PROPOSED BASE PAVEMENT COURSE JOINT PROPOSED AGGREGATE -- .- SUB BASE 95% COMPACTED SUB -GRADE PAVEMENT JOINT DETAIL N.T.S. ,_, STORM SCHEDULE: STIR# TYPE NOSE TOP ELEV. HEIGHT LENGTH DIAMETER MATERIAL SLOPE INV. IN INV. OUT COMMENTS 1 Q Q 23.19 15" 15" TYPE S HOPE 6.04% 601.40 600.00 ES -1 2 MH -2 608.50 7.10 Qzp J O =LU Qa ST -1 3 Y < = a 209,44 15" 15" TYPE S HDPE 1.35% 604.32 601.50 4 MH -2 612.32 8.00 J ST -1 5 DRAWN BY WSK DESIGNED BY WSK 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 HOPE 12.78% 608.50 601.50 ES -1 8 1 1 1 33.20 15" 15" TYPE S HDPq 3.01% 1 596.00 595.00 1 ES -1 9 RISER 601.50 5.50 24" NYLOPLAST RISER W1 TRASH RACK MA EX. HANGAI WASH RACK �o �I cJ I i II - NEAT SAW CUT EX. ASPHALT & MATCH EX. (SEE DETAIL) GP - UCP UGP SAN SAN 17 13 ' 18 1 , 14 C G /' L-OW-FLOW-CONC. WEIR (SEE BIORETENTION DETAIL) 1 9 B10-RETl10N 8 I -4150.00- 18,000 SQ. FT. HAD No F.F.E = 613.82 o MAX. HEIGHT = 35' 0 9' 1 i �! H o I (TYP.) UGP- UGP- UGP UI 776WL SAN SAN SAN --.SAN -- F L x x x x z J E ;270 LAYOUT LEGEND: UTILITIES LEGEND: CONC. APRON 8" PRIVATE WATERLINE � 9 6" PRIVATE SANITARY LATERAL CONN. TO EX. UGND. PWR. Z / (SEE DETAIL) Z1 (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. 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 1� LOCATION AND DEPTH) 12 OIL & WATER SEPERATOR (CONTR. TO DETERMINE tf1 TEMPORARY SAFETY FENCE (1) 8" TEE (CONTR. TO (COORD. WITH MEP) LOCATION AND DEPTH) (SEE DETAIL) COORD. LINE SHUTOFF) CONN. TO EX. 2" FORCE MAINTELEPHONE PEDESTAL TO BE PERMANENT FENCE �� (1) 8" GATE VALVE 13 (CONTR. TO DETERMINE 20 ADJUSTED TO NEW GRADES �I (MATCH EXISTING) LOCATION AND DEPTH) (i) 8" TEE PROP. & EX. ROOF LEADERS 20' GATE ZJ (1) g"X6" REDUCER 14 RELOCATED 2" FORCE MAIN WITH SPLASH PLATES, TYP. 21 (CONTR. N- GROU ONNSURE -GROUND TO 20' FIRE ACCESS ROAD PROPANE TANK 6 (1) 6" 90' ELBOW 15 PROPOSED DITCHES, SEE ZI CUTOINTOOEXISTING #21A ESTONSURE ' (COORD. WITH GAS COMPANY) GRADING PLAN) 95% COMPACTED SUBGRADE.) �--� (1) ASSEMBLY H 16 GAS LINE 22 CONNECTION BY PLUMBER �OOUTDOOR WALL MOUNTED LIGHTING �Og FIRE DEPARTMENT �y n,,\ STORM STRUCTURE (S MATCH NG HANGER, TYP. CONNECTION 7# V (SEE PROFILES SHEET) (SEE LIGHTING PLAN) DITCH (SEE GRADING PLAN) -i7T%7XTl%7J K1111111111//7T/�'T� 21 EX. HANGAR I J 21 SOUTH PIEDMONT /! EX. HANGAR / COMMUNITY 'moi//,II I / TYP) PIEDMONT CORPORATE IV/� I c / rte/ 4 , 15 v PROPOSE PRIVATE 2" 10 ✓/ j I POTABLE INATER LINE EXTENSION / 1 3 I �6 / � O � O I 7 17 UG L I 6"SAN 9 ` 1 4 19 (TYP.) G 3 / 4 _ SEDIMENT FOREBAY�-I- / 1 (SEE BIORETENTION DETAIL) UNDERDRAIN ICY AC=EaS '\ /� - " (SEE BIORETENTION DETAIL) I PROPOSED/CHECK VALVE " 1 20' & VARIABLE WIDTH ON PRIGATE FIRE LINE / SWM ACCESS EASEMENT EX. TREELINE (TO BE PRESERVED) i ' t - I 75' BUILDING SETBACK CHARLOTTESVILLE-ALBEMARLE AIRPORT I I I I m 1 O AUTHORITY I I I I I PARCEL # 3200-01000 I >/ DB: 3524 PG: 622 I I I I I- -�/ ZONING: RURAL AREAS, ENTRANCE t " CORRIDOR, AIRPORT IMPACT AREA USE: COMMERCIAL x--- , R --_ X X..J�.+. X I I I - x -_x_x X -x--- X -x OHU a- OHI, - 6` X xOHU I I f, (3kdU •�'moi== __ ._ -RO-W LINE HU "u DICKER_S_N_ II z ciI - - -,z-w -- - - ,-zvc - - - - ,zw - R _ - -------ROUTE 606 ---- ---VARIABLE R -O -W WIDTH 0 - - z, - - _ VARIABLE EP WIDTH - - - - - - - - D'�CKERSON RIDGE LLC / DICKERSON RIDGE LLC GEER, MONTY W OR DONNA SUE PARCEL r 3200-049,10 1 PERRY, BARBOSA A.., TAMMY P. GRUBB, PARCEL # 3200-04910 PARCEL # 3200-049HO I 30 DB: 3029 PG: 232 DS: 1969 PG: 363 DB: 2. PG: 35 WAYNE T. PERRY AND MONTE L. PERRY ZONING: PLANNED RESIDENTIAL ZONING PLANNED RESIDENTIAL 1 PARCEL 3200-049BO ZONING: PLANNED RESIDENTIAL # DEVELOPMENT, ENTRANCE CORRIDOR, Oc JELOPM`cNT, ENTRANCE CORRIDOR, DB: 353 PG: 164 � DEVELOPMENT, ENTRANCE CORRIDOR, AIRPORT IMPACT AREA AIRPORT IMPACT AREA ZONING: PLANNED RESIDENTIAL AIRPORT IMPACT AREA I USE: SINGLE FAMILY RESIDENTIAL USE: VACANT DEVELOPMENT, ENTRANCE CORRIDOR, USE: SINGLE FAMILY RESIDENTIAL AIRPORT IMPACT AREA 1 USE: SINGLE FAMILY RESIDENTIAL 1 � I 1 40 0 40 80 120 SCALE: 1 " 40' BALM AND ASSOCIATES INC r5l REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTK"NDOEV OPMEMOCNEERMG $IZE DEV¢OPMEM ENGINEERING (AND USE PIANNMG & ZONING UNDSWEMWMCT.)M WD SURVEYING MCHn mw 8TRUmUR4t ENGMEERING RIYNSPORTAnM ENGINEERING EN4IRONMEMAI.B SOIL SCIENCE wEnAxD D¢INEnnoxs s STREPM EvuDAna+s Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 I 03-22-2016 REVISIONS: 02-16-2016 03-22-2016 SHEET NO. C3 of 10 JOB NO. 34150042 rQ V Q Q Z Z Z H 0 U � �_ Q > > F_ J d >- o Z Qzp J O =LU Qa >- W _j Y < = a U.1 Q _J a 0 J 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. C3 of 10 JOB NO. 34150042 FAM ANO ASSOCIATES INC IF REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg SRECEVELCPMENFENGINURING LAND U M PUNNING 8 ZONING L\NDS EARCHIMMRE EANDSURVEVING ARCHITECTURE SnU=RPL ENGINEETt1W TRANSPCMAT ENGINEERING WEItANO 00.1NE4TONS 8 $TREPAI EVDLCATgNS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 l Sent 091onchue, A Lic. No. 0406001689 , 03-22-2016 , co: 7 �i DRAWN BY WSK DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE 1"=40' REVISIONS: Q2-16-2016 03-22-2016 SHEET NO. C4 of 10 JOB NO. 34150042 1 1 2 1 3 1 4 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 GRADING NOTES: p 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR 0 OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS DRIP UNE 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 Pfl01EL1rvE DUCE ORIGINAL GROUND SURFACE. CF C IRI µo GlWDJRG 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE PRI>PD9m vw.aND WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. N 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND N ,�,,,•� 19It tir- - GRADES AS INDICATED. :Y. 9 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 Source: Public Facilities Manual, Vd. III, FaTdo. Co., Va., 1979 Plat. 3.39_, EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT M 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. lew WIN 111111111 ---------'- -'� "--- B. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SETTLED,BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO RCODEDOST SCALE: 1 n = /FO' ADDIT- TORO - - - .-- - - - -- -' \ I 9 WALKS -_ _ _ , \ ` i � / / / i i� i i I 1\ SPREAD TOPSOIL TO A DEPTH OF 4" OVER ALL DISTURBED AREAS NOT RECEIVING - - `, ` `- �I ', ', K _. __ - _ _- __ - �; \ \ i I ; I i PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING ----------- _-- _ \` , ,\ \, - PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES - '- -- -- AN DER / _ -. __ _.----------\ D BIS OVER 1 2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF I L - - - .. - _ - _- - - ', I 1 1 , ; , 1 \ I / 1 -,-_-_ ------ - ---- -- "-----= ;♦ , \r'_;,;`i'1 --------------� - DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. --- _- -_---_--_-_--'---- ----------------------------------- __---_---'_-".---------------:_"_-----_-------�_`.'�-1'.-1'I 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED ------' ..--------_---------------------------- ,I,11 I, , i i I i i i i I ,/ i -- FLOOR ELEVATIONS. --. --------- \ '..11 ., -----'-------------_. .. _-___-----'--------------- -------------------- ,III 'III I I I 1 I ' 1 J , I I 1 If - ------- -_--_____ ____ -_ _- - - - -- -" - -- - _ - ___-_- --- ,.•' n I �i " I 1 i t I I i I I EX. HANGI R I / i _ '' 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS `__' I I I I i I i I H III ,'I/�' / FOR POSITIVE DRAINAGE. J _ __ ,III I 1 i�/ WASH Rt)IK , -----------' -_-------------------------- i I /o i _ 1 I i 11 ------------- _______-____ __ ___'__--_--__---------"__- --- _ =`?\ `\ i i 11 I I I I I I 1 i 1 I I/ IJ i a+ -' c•aam 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% ------------- -- '---------- -_- \```, i ii,lil,i IiIIIIIIIIi / I ---------------` I I I `:' (' AND A MAXIMUM CROSS SLOPE OF 1:48. - 1• 1 \I 1 I i 11 II t I 1 I 0 LIMITS OF DISTURBANCE ' --BIJ- lV/ \'II I I I A I I I �'�' 1111111111ItI 1\ I f (1.97 AQ) I it1 1 1 1 1 t 11 \\ \ Q / I TIE TO EX. '1'; 1 1 1' 1 1\ ,..' I I 1 1 1 \ 111 11111\ `------ ` : I GRADE ® EP _,11`\1t, III'\\\ 1 \\,II\\\\ , 12-67 1\ 61J59 yl�1i ''' , • , r 1 I I I I I f r r ' \ \ \ , \ \ \ \ I \ \\ \\\� \ \ O , / \ 673.60 rY//�/ {//� 6V 49 I , t,--------/�/-J/-/,[=-r -?--- `�� % l- --T-, --�-- ..-.---. ,- - .--/ _: - _ ��' ; , ,, , , I,:I; ; I I I 1 \ \ \ \`\\, \ , , \ , , , , `1 rJ __-►� -.-- - ..._ - - -- - ------ �l �J l/�/j/�� -- �.- ,'- --, , ; , 11' ' i 1 h. _/ \',\,`\,\,\\`,\, \ \ \, `\ II - _--- - - --� --- .raaa� •ra /T/ / �/Y�/ 1 / /17 / '' 6157/% ' , / ,''/., / / III , \\ \ .\` ♦ \ I `611 ------------------ Ii 1 \\` l / ,' /ii'i i i I t i 1 No 613.32 / 1 / - I / '' ,' ;%; : / ; ; , ! , 1 i ; I . \\ ,� ♦ .\ �\\ \\. \` 1 1 61 .00 n j 1 -y-- ' . \ . \ .. \ 1 I / EX. HANGAR / / /. ' __- I \ \ \ \ \ \, \ ` , ♦, \ ` , ` 6=3,32 1 / SOUTH PIEDMONT , r � SQ. k"f. HANGAR EX. HANGARi ' I` m \1 ------------ .'!/;, ,..111\\\`\..``.`18.000 1 i `\ i ----------- / l /' , / / r / / /, / : ' i .. __- _- \ 1 \ \ \\ , \\�. , \ \ ,\� , „\` `.` F.F.E = 613.82 1 COMMUNITY / ` �-/ I� MAX.MHEIGHT = 35' ='13.'32 PIEDMONT RPORATE•\� / \ II I I G ---- 1 i ' / ,j ;�i, ee,...','i'/'i '/ii%i �/' --'--'' _--_/'�%�� '� \\ 6T3.33 `\\ 1 `/ I ✓{ i 1 f` / G ♦ 6 .32 / /�/�/�/� I\ tiI(�� ------------ 6 - - I 613.42 � _L'LG/ :'� '� /r i '' •' ///' i /!/ /i �i/i'ri �`i� /'/i'i/i'//iii<'t 1 O i I y 1 1� _-'"'-_-'-- - .77 _ t a Ify I ; r A Ile/ ,' i,. -\ �,-'"--sls._' � 1'' Y�1 ` 1 612.57 ❑ ,r rrr�rr rl9ir rrrl�r _ ;\tt 6226 i ,' r i / , , , l /• 1 \ / 612.781 612.55 612.47 ____ : r1 '•, -_ ' / / --- ' MEDIA } -_- �6� , _- / / 1 _ ': i ','`I;�/,�' //i/i/ii;'//� i ELEV. = 600.00 \ ' ' - F i,i I ,l I ��`\ - - -_-----___� _ , , \ - \ 612.17 , 612.38, 6�2 15 _- 612.07 611.86 >'' 1- •- ."/�--- S-2 ----'" ' ' !/�; //`i'i/i/i'''J' i '__- 6'J,6 --Z `` 600 --------_-_'- ---- --'--' �.��� _ / I /� _ -'__ _ --- ------ _ _- ---___-___ _ _. / ' �; /ri : '-__ 1_, / , �' i , - •,;, /, r,r/l /�/ r/,l r 1 ( ♦ --____ -- __ _ ___ -___ _ _ _ __ ___ __ _ _ _='� - -_ - ---_ __ ____ __ ___ _- --_ I�; '---- ____ _ ->-X X---- -�W ��!_ tee 9R IIS... T��_r��'�ti ��- r- - "_ - - ex.r _.'',- :' ,' ,' / !' .`•':'.%/;'; r,lii''iii' 1 ; ' '` \ ---_-_ ----6 _'-_-- _ _ _ 610 --_-- - -- ---- -- -- ---- ------------ ------ -'•-_--____________--_ _=- _ - _ ---------------- "ll Ile 1-4 - - -- '-- ----- - -- - -- ---- -_--------_--'-------__ _--- - - so _ - 5 r /'. ,.% /,!, 1/ r�r-rrrr>_----..-- -_ _ 6D5 ---- - _ - _ �- -=-_---'---- 1 ` -urs 605 1� tIM •,/cv"'': �\ -------------------------_----\ -- - --- - -- -- --- -- ITS OFD=-=_-=�- =- _____ 609.64- ♦� - - TO.97 - _ '\, -- _ - ----- - --- -- _ �__--_ r;" --- - ------------------ • / : , ' , ; ;; ,; ," , r��-_';='�_, �} 6 ;•- 1 ; ,<,,...,,�--.......,.-.,.-,--v v1P'y - - .. - -- - -6�- --- ---- -- __IS (,s7__ _=_� County of Albemarle Conservatiat! Phin Cliceldist -To be placed ora T.nndscape flails 0 (Handbook, pp III -284-111-297 for complete specifications) t. pit items shall be shown ou( lie Mari: Trees to be saved; Ninits of clearing (outside diipline of trees to be saved); Location and tyke of protective fiticinb; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. N 2. 1 `IVIarldligs. .All trees to be saved shall be marked witli print or ribbon at a height clearly visible to equipment operators. Nt} gi'adlitg Sha}I legit) tilittl 1liC t!'t:C titt!!'ltlilg 1laS bait iliSliCCled slid fll)1)t'oved by R C{)lltlty lltSpeCtor. 3. Fre-Construc(ion Conference: ® Tree prescrvatio!! and protection ineasures shall be reviewed with the contractor on site. 4. Equipment Overation and Storage: M f Leavy equipment, vehicular traffic and storage of constluction materials including soil shalt not be permitted within the driplines of trees to be saved. Jr. Soil Erosioil and Stormwater Detention Ueldces: Q Such devices shall not adversely affect trees to be saved. 6. Fire.v Ll Fires are not peri)iittcd within 100 feet of the dripline of trees to be saved. L 7. Toxic Materials: L1 Toxic materials shall not be stored within 100 feet of the driplinc of trees to be saved. S. Protective Fencing: CI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or constluction. 9. Tree Wells: When the ground levet must be raised within the dripline ofa tree to be saved, a tree well shall be provided and a construction detail K submitted for approval. 10. Tree Walls: N't I= tate ground level viust be lowered witliiri the dripline a tree to be saved, a tree wall shall be provided; and a constniction detail submitted for approval. 1I. Trenching and Tuniteling: _ When trenching is required within the limits of clearing, it shall be done as far away fr ora the trunits of trees as possible. Tunneling under a large tree shall be considered as all alternative wberi it is anticipated that necessary trenching will destroyfceder roots. J 12. Cieaituli: 0 Protective feticitig shall be the last items removed during the final cleanup. 13. Dattiaged Trecs: G3 Damaged trees shall be treated immediately by prm&g, fertilization or other methods recaimnended by a tree Specialist. NOTE: IT IS THE DEVELOPER'S RF.SPONSIR111TY TO CONFL, R NVI'lliTH11, CONTRACTOR ON TREE CONSU1RVAI1ON KEQ UI RENT ENTS. 401VN`Ui 1"8iC',NATURR CONTRACT PURCHASER SIGNATURT; (DATE] 5/1105 Page 1 of 1 8 9 ' EX. HANGAR WASH RACK ./ /Z /_ /A t1 � �i I I Lt --' UqP - UGP IS 7 ts� y 1 000 woo y y • y y y y y , y y y --- X y J1y `y J y y y y y J' y y y _ y y C 0010 W .v y EXISTING TREELINE - �► ��PRESERVED FOR SCRI AND LANDSCAPE REQUIRE SEE LANDSCAPE INSERT FOR PLANTING LAYOUT 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. ■W `- 2 EA. FIXTURE TYPE "A" 2 EA FIXTURE TYPE "A" J 1 EA. FIXTURE TYPE "C" I M I � 1 A 18,000 SQ. FT. HANGAR F. F. E = 613.82 T MAX. HEIGHT = 35' I t/ 1 EA. FIXTURE TYPE B L 1 EA. FIXTURE TYPE "B" t= RUBBER HOSE AT BARK ZZI GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. c 1 EA. FIXTURE TYPE "B" ° g` TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED ' ®0 SET TREE AT ORIGINAL GRADE K I MULCH: PINE BARK OR WOOD CHIPS 3" MIN. UGP SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) lag �� III III=III = ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE II II II I II II I II III TOTALLY REMOVED I -III-II _ _ II-III_I PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT J I -I -I I Eli I I -I I X x x x x x x^ -III-III-I I -I 1=1I 1=1 I1=1 I -I -_- I1=1I1=1I1= SETTLING III -I 1=III=1 I -III -i i -III -III -III -III-) I -III -III -III -I -III-I I I -III -I I I -I I -I I I -I I I -I I I -I I I -I I -I I I -I I I -I I -I I I IIII IIIII�IIIII IITI IIIII IIIII�IIIII IIIII�IIIII�IIII���III���III i�IT �illll�llll 2.5 X BALL DIA. MIN. 0.5 FC BOUNDARY, TYP. x 30 1"1 0 30 60 x 90 LE: 1 " = 30' H _ _ _-__ '`. LANDSCAPE SPECIFICATIONS ~ MULCHRING AROUND 605 m �"` 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING _ ._. . _ _..,.............m .,......."z .................. :....." .,.......n,��,rv,,� TREES JN .,REPLACE4 - _ _ . - - ~- !� -" -` `�� ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY OF SOD,- TYP: e .w_ .. ._... .... w. r�.. e . STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. --------------------------------------- 2. ALL WORK SHALL BE COORDINATED WITH TRADES. G P __-_.... Ali �L 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, ------------------ `� �., REE OF SUBSOIL, FOREIGN MATTER AND ° / ~` ~ / •� �_ tet"....»...-.....,...._ __ ._ _ ..., ,d � „° � ` NATURAL LOAM, SURFACE SOIL, REASONABLY F �_f y`� ,- , ^� `�,. `'a ROOTS, STUMPS AND STONES LARGER THAN 2» IN DIMENSION. r �✓ __""�-- - ------------- 4. '-------- -_ 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. Q__ 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, UPON WRITTEN REQUEST MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL q/'� �IT.� �`.�� REINSPECTION AND APPROVAL. Q. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. CC CV �, �� A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL E 5 t , , �`. FOLLOWING PLANTING. `� `��` B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ' \ ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. '� ta!32 '� �� ` 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN + THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10 DO NOT MAK SUBSTITUTIONS. BID MATERIALS SHOWN N PLANS CONTRACTOR IS ---- E0 A r30` ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS 10 0 10 SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. LANDSCAPE INSERT ME :s n■ SCALE: 1" = 10' - ___--_ 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL (SEE BIORETENTION LANDSCAPE SCHEDULESCALE: 1 " = 1 Q' PROMPTLY FROM THE SITE. THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED 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 BIORETENTION LANDSCAPE SCHEDULE: DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 13 ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED LABEL LUMINAIRE SCHEDULE PLANTING SPECS PLANTIN SPECS. QUANTITY 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 NSA SEE NOTE 3 44,000 3 C E-CONOOLIGHT E-WPC1M10Q NSA 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. ■W `- 2 EA. FIXTURE TYPE "A" 2 EA FIXTURE TYPE "A" J 1 EA. FIXTURE TYPE "C" I M I � 1 A 18,000 SQ. FT. HANGAR F. F. E = 613.82 T MAX. HEIGHT = 35' I t/ 1 EA. FIXTURE TYPE B L 1 EA. FIXTURE TYPE "B" t= RUBBER HOSE AT BARK ZZI GUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. c 1 EA. FIXTURE TYPE "B" ° g` TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED ' ®0 SET TREE AT ORIGINAL GRADE K I MULCH: PINE BARK OR WOOD CHIPS 3" MIN. UGP SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) lag �� III III=III = ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE II II II I II II I II III TOTALLY REMOVED I -III-II _ _ II-III_I PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT J I -I -I I Eli I I -I I X x x x x x x^ -III-III-I I -I 1=1I 1=1 I1=1 I -I -_- I1=1I1=1I1= SETTLING III -I 1=III=1 I -III -i i -III -III -III -III-) I -III -III -III -I -III-I I I -III -I I I -I I -I I I -I I I -I I I -I I I -I I -I I I -I I I -I I -I I I IIII IIIII�IIIII IITI IIIII IIIII�IIIII IIIII�IIIII�IIII���III���III i�IT �illll�llll 2.5 X BALL DIA. MIN. 0.5 FC BOUNDARY, TYP. x 30 1"1 0 30 60 x 90 LE: 1 " = 30' H _ _ _-__ '`. LANDSCAPE SPECIFICATIONS ~ MULCHRING AROUND 605 m �"` 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING _ ._. . _ _..,.............m .,......."z .................. :....." .,.......n,��,rv,,� TREES JN .,REPLACE4 - _ _ . - - ~- !� -" -` `�� ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY OF SOD,- TYP: e .w_ .. ._... .... w. r�.. e . STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. --------------------------------------- 2. ALL WORK SHALL BE COORDINATED WITH TRADES. G P __-_.... Ali �L 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, ------------------ `� �., REE OF SUBSOIL, FOREIGN MATTER AND ° / ~` ~ / •� �_ tet"....»...-.....,...._ __ ._ _ ..., ,d � „° � ` NATURAL LOAM, SURFACE SOIL, REASONABLY F �_f y`� ,- , ^� `�,. `'a ROOTS, STUMPS AND STONES LARGER THAN 2» IN DIMENSION. r �✓ __""�-- - ------------- 4. '-------- -_ 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. Q__ 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, UPON WRITTEN REQUEST MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL q/'� �IT.� �`.�� REINSPECTION AND APPROVAL. Q. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. CC CV �, �� A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL E 5 t , , �`. FOLLOWING PLANTING. `� `��` B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ' \ ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. '� ta!32 '� �� ` 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN + THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10 DO NOT MAK SUBSTITUTIONS. BID MATERIALS SHOWN N PLANS CONTRACTOR IS ---- E0 A r30` ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS 10 0 10 SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. LANDSCAPE INSERT ME :s n■ SCALE: 1" = 10' - ___--_ 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL (SEE BIORETENTION LANDSCAPE SCHEDULESCALE: 1 " = 1 Q' PROMPTLY FROM THE SITE. THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED 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 BIORETENTION LANDSCAPE SCHEDULE: DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 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. 6 1 7 1 8 1 9 1 10 11 1 19 1 1:� 1 14 ti 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 ■141 ■M 18. PLANTING PROCEDURES FOR TREES AND SHRUBS LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS PLANTIN SPECS. QUANTITY -W CC Z Carpinus caroliniona American Hornbeam 1 1/2" cal. or 6' 1 per 250 S.F. 3 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, height multi -stem ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED aW CV 0 Chionanthus White Fringetree 6-8 ft Height 1 per 250 S.F. 3 MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. V virginicus Z Multi -stemmed STREET TREES REQUIRED: NONE FA NONE Festuca orundinacea Tall Fescue Sod Complete Cover 100 NONE r ILI NONE I.A PROVIDED: NONE 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. 6 1 7 1 8 1 9 1 10 11 1 19 1 1:� 1 14 ti 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 ■141 ■M 18. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE Z 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 r V FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND OW SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. V 19. LANDSCAPE ORDINANCE REQUIREMENTS: Z <p STREET TREES REQUIRED: NONE PROVIDED: NONE B INTERIOR TREES REQUIRED: NONE W PROVIDED: NONE r INTERIOR LANDSCAPING REQUIRED: NONE I.A PROVIDED: NONE SCREENING REQUIRED: EXISTING U PROVIDED: MAINTAIN EXISTING A C) AA'' W m TREE CANOPY REQUIRED: EXISTING iY�w PROVIDED: MAINTAIN EXISTING .a�� J 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 LT H OF �O "D. Kent O'Donohue, Jr a r, Lic. No. 0406001683 r, 03-22-2016 w 4� Sc� P E Ag'c� 00-0 t� V Z 0- Q Zrr�� CV Z Z r V QY OW _> Z V 0 Z <p J J 06 J O /Q Q W = W r 0- F- I.A V Q U � C) W m G Z Q ® J Z 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. It JOB NO. 34150042 ID■ 11►1� ■ 110 05!17110 v , . •:$' ,. ....ate Paint Finish: All e-conolight tenons are mechanically cleaned and coated with an electrostatically applied, baked -on powder topcoat to provide years of worry -free service in the field. —�-- %E-PT2E180DB 2'— 6" 11 1^Oa 21— Vu LI— 6" %E PT3E180DB 2'— 6" %E-PT4E1r30DB All bullhorn tenons measure 2-318" O.D. and accommodate e-conolight adjustable slip fitters (not included). a, w .t y: k i C . A t y ; . w Performance t lS Copper -free die-cast alum murn lens assembly and frame is hinged, Y F" allowingfor easy servicability %E-PT2E180DB Clear, borosilirateglass lens 1 1.% Double In-line Bullhorn at 180° 91 E-PT3E180DB Precision specular aluminum reflector provides forward throw Electrical Triple In-line Bullhorn at 180° %E-PT4E18ODB Fixture design provides cutoff light distribution v,ithout glare E WPG1M07Q(*) Quad In-line Bullhorn at 180° 1501 9611 Street Sturtevant, Wisconsin 53177 1 (828)243-9445 1 Fax (262)504-5409 1 v.ww e—conolight com Wireguard Deep Baffle c \, CAT.# E.ACHJWG CAT.# E.ACHJDB Photocell, field installed, use with adjustable slip fitter only s CAT.# E.ACP1 (120 volts) Glare Shield x CAT.# E-ACHJGS CAT.# E-ACP2 (208/240/277 volts) i 1501 96" Street Sturtevant, Wisconsin 53177 1 (888)243-9445 1 Fax (262)504-5409 1 www.e—conolight.com DGR 22011-087 , Dill lu �f ,Y t' Yf I 1 I z mfw, , y+u I I{ 1 C \: 4. A 2 GHTING , - ,a: Applications: Security, pathway and perimeter lighting; ideal for entry grays, walkways and parkingfaci lilies. Typical Mounting Height: 8 to 18 feet Typical Spacing: 2 to 3 times the mounting height PRODUCTS THAT MEET BUY A44EPIC:'iPl - PEJUIPEMENTSWITHIN APRA;,,,, A.RE DESIGNATED BY THIS SYM SOL ? �l B L77,7 'e:.w,...w..«cawati�.i " �.,,,a..: s�a av'::s�...a�...::..:i,• .;. 12.0" 11.6" 8.2" r w- i I 1 k i t pp .� 1 t y ; k `1 t .t Performance Seamless copper -free die-cast aluminum housing lS Copper -free die-cast alum murn lens assembly and frame is hinged, Y F" allowingfor easy servicability 1-yearlampin,arranty Clear, borosilirateglass lens 1 1.% Foam -in-place gasketing around lens and mounting provide wate,dight seal t Precision specular aluminum reflector provides forward throw Electrical r t Fixture design provides cutoff light distribution v,ithout glare E WPG1M07Q(*) 70 -watt 120/2081240/277 -volt E26 Clear, 18.4 lbs. 5600 65 CRI Suitable for wet locations " Pulse Start Metal Halide (PSMH) HX ballast HPF ra Supplied with lighbn,eightmounting boy designed for installation medium base m over standard4-inch square or octagonal and single-gangJ-boxes Regulatory EWPG1M10Q{*) 100 -watt 120/208/240/277 -volt E26 Clear' 18.81bs. 90aa 65 CRI Assemhled in the USA m Pulse Start Metal Halide (PSMH) HX ballast HPF medium base \V- Due tocnntinunusproduct improvement,mformatinninthisdocumentissublecttochange All puttkhedphotometric testing performedtaIESNALM-N-08 EWPG1P15Q{*) 1%watt 120/2081240/277 -volt CW E26 Clear, 20.9 lbs. 14000 68 CRI Pulse Start Metal Halide (PSMHI ballast HPF medium base 1 19 1 90 1 91 E-WPG1H10Q(*) 10awatt HighPressureSodium(HPS) 120/208I240/277volt HX ballast HPF E26 Clear, medium base 19.8 lbs. 9000 22 CRI (*)Specify finish color, Mark Bronze, Medium Bronze 1. 6 R �raaaasa asasaea♦easeaaa♦searaaa♦seease♦roar•saaame♦ra♦rssesasr.r♦araasrraatr♦a♦.a:aarserasr♦a sea assess sasses sae saw ass asessa sea saeer..s Construction & Materials Performance Seamless copper -free die-cast aluminum housing 5.1ear f inish warranty Copper -free die-cast alum murn lens assembly and frame is hinged, 3 -year fixturewarranty ; allowingfor easy servicability 1-yearlampin,arranty Clear, borosilirateglass lens 40OW PSMH Foam -in-place gasketing around lens and mounting provide wate,dight seal E-HJWP40SOZ Precision specular aluminum reflector provides forward throw Electrical wr r withwide distribution t Fixture design provides cutoff light distribution v,ithout glare E-WPG2M5Q(*) Supplied with IightAreight mounting box designed far installation 1201208/240!277 -volt over standard 4-inrhsquare oroctagonal and single-gangJ-boxes Regulatory Conduit entry from top, sides, and rear for easy through wiring ULListed = E -coat epoxy primer with f ive layers of protection Suitable for wet locations " Super durable wdium' or dark -bronze powder topmat a.aa....aR..........r...R.aa.........a......aew.r....R Assembledin the USA ..........................aR... ................................................ Due to coritinunusprndutt improvernent,informationintkdocument issubjecttochany. All publithedphotnmetritte�ingperformedto IESNA LM -19-08 Q ,tandard ;by a NVLAPcertlfiedMoratory. fixture photometri wnumpleted on asmele repretentativefixture. Aetual productloa units may vary up to V—cony _l0%of initial lumens I.urrenmaintenancevaluesat25`C(17`) are calculated perTM-21basedonLM-80 data and in-situ fixture testing 150186" Street,Sturtevant,W1531TJ I Phone (866)243.8445 I Fax(262MI11.5409 I www.• conolight cnm TYPE A 03111/#1 Applications — General-purpose applications, Building facades, Large open areas (no cutoff), Sign Lighting Typical Mounting Height: See chart below Adjustable URBracket }, N 1. 6 R r E-HJWP1 SYQZ 15OW PSMH 12CV20EV2401277V HX E-HJWP25YOZ 25OW PSMH 12012081240/277V CWA E-HJWP32YOZ 320W PSMH 12012OW240/277V CWA E-HJWP40YOZ 40OW PSMH 120/20a/240/277V CWA Adjustable Slip Fitter yi M r' f% ;ar � 25OW PSMH E-HJWPISSOZ 15OW PSMH 12012081240/277V HX E-HJWP25SOZ 25OW PSMH 12012081240/277V CWA E-HJWP32SOZ 320W PSMH 12012081240/277V CWA E-HJWP40SOZ 40OW PSMH 120/20SJ240/277V CWA Elm ■© ■�I , a, Excellent Corrosion Resistance Built -to -Last • Low copper, die-cast aluminum lens frame and housing • Foam in place gaskets provide superior seal J • E -coat epoxy primer with five layers of protection • UL listed for wet locations (IP54) • 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 & downlighbng (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 -perfromance 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 9611 Street Sturtevant, Wisconsin 53177 1 (888)243-9445 1 Fax (262)504-5409 1 www.e—conolight.com DOR 2101 -067 V Tn RUUD 1 1" 1 .I IF ,_ 1 i I I II 1 u• fl LIGHTING - r „ Applications: Security, pathway and perimeter lighting: ideal for entry ways, walkways and parking facilities, Typical Mounting Height l5to 30 feet far PSMH, 8 to 12 feet for CFL Typi cal Spacing: 2 to 3 times the mounting height PRODUCTS THAT MEET BUY AMERICAN�e , REOUIRD.4ENTSWITHIN APRA �� ,w APE DESIGI^DATED BY THIS SYMBOL - -� 1 L �Z B One lamp included a' 16.3" 16.8" 10.1" 9 ff r -t I Wattage Mounting Height 150W PSMH 15'- 20' 25OW PSMH 20'- 25' 32OW PSMH 20'- 30' 40OW PSMH 25'- 30' Elm ■© ■�I , a, Excellent Corrosion Resistance Built -to -Last • Low copper, die-cast aluminum lens frame and housing • Foam in place gaskets provide superior seal J • E -coat epoxy primer with five layers of protection • UL listed for wet locations (IP54) • 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 & downlighbng (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 -perfromance 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 9611 Street Sturtevant, Wisconsin 53177 1 (888)243-9445 1 Fax (262)504-5409 1 www.e—conolight.com DOR 2101 -067 V Tn RUUD 1 1" 1 .I IF ,_ 1 i I I II 1 u• fl LIGHTING - r „ Applications: Security, pathway and perimeter lighting: ideal for entry ways, walkways and parking facilities, Typical Mounting Height l5to 30 feet far PSMH, 8 to 12 feet for CFL Typi cal Spacing: 2 to 3 times the mounting height PRODUCTS THAT MEET BUY AMERICAN�e , REOUIRD.4ENTSWITHIN APRA �� ,w APE DESIGI^DATED BY THIS SYMBOL - -� 1 L �Z B One lamp included a' 16.3" 16.8" 10.1" 9 ff r -t I t i 3 •3 q i,r• . CHECKED BY Construction &Materials 1 g µrd f s 5-yearfinishwarranty a t. : Copper.freedimastalumimumlens assembly and frameishinged, 3 -year fixture warranty w J It . Clear, borosilicateglasslens _Z U Z Foam -in-place gas k eting around I nsandrnountingprouidewatertightscal E-WPG2M5Q(*) 150 -watt 1201208/240!277 -volt E39 Clear, 31.7 lbs. 14000 68 CRI a Fxture design provides cutoff light distribution without glare Pulse Start Metal Halide (PSMH) HX ballast HPF ra Supplied with lighbn,eightmounting boy designed for installation mogul base m over standard4-inch square or octagonal and single-gangJ-boxes Regulatory E-WP02P25Q(*) 250 -watt 120/208/240/277 -volt E39 Clear, 35.91bs. 25000 68 CRI Assemhled in the USA m Pulse Start Metal Halide (PSMH) CWA ballast HPF mogul base \V- Due tocnntinunusproduct improvement,mformatinninthisdocumentissublecttochange All puttkhedphotometric testing performedtaIESNALM-N-08 E-WPC2P40Q(*) 400 -watt 120/208/240/277 -volt E39 Clear' 35.2 lbs. 44000 68 CRI Pulse Start Metal Halide (PSMH] CWA ballast HPF mogul base 1 19 1 90 1 91 E-WPG2F57U(*) 57 -watt 120 -to 277 -volt Coated, 24.2lbs. 4300 82 CRI Compact fluorescent (CFU Universal Electronic GX24q-5 base E-WP02F70U(*) 70 -watt 120 -to 277 -volt Coated, 24.21bs. 5200 82 CRI Compact Fluorescent (CFU Universal Electronic GX24q-6 base Elm Elm Elm I NMI (*)Specify finish color. Mark Bronze, M=Medfurn Bronze ry C geaaa aaa es♦aasarasreaae♦t♦caeca area rssarsaa♦as�e��•se see♦�r aseaasa a♦♦:aeras asasaasaareasaa assert aaa ora ssaasarea aaa res♦♦aareasa aaa sagas CHECKED BY Construction &Materials Performance Seamless copper -free die-cast aluminum housing 5-yearfinishwarranty a Z : Copper.freedimastalumimumlens assembly and frameishinged, 3 -year fixture warranty w allowingfor easyservicability 1 -year l amp warranty Clear, borosilicateglasslens _Z U Z Foam -in-place gas k eting around I nsandrnountingprouidewatertightscal � Lit Precision specularaluminumreflector provides f)rwardthrolflr Electrical I-LLo withwide distribution g B a Fxture design provides cutoff light distribution without glare J O = U U-) ra Supplied with lighbn,eightmounting boy designed for installation m m over standard4-inch square or octagonal and single-gangJ-boxes Regulatory Conduit entry from top, sides, and rear foreasythrough.wiring ULList ed r E -coat epoxy primer with fivelayers ofprotection Suitable for wet locations W 5 Super durable medium- or dark -bronze powder topcoat Assemhled in the USA m -a........a.....A FRa ora Ara#r.aR aaaR.RR1RRaa.a................ raaaak.......♦a R4arR....... a..... araa.aR.a.aaaa...........a. aRa aRa R........ Z \V- Due tocnntinunusproduct improvement,mformatinninthisdocumentissublecttochange All puttkhedphotometric testing performedtaIESNALM-N-08 ■ stantlardsbyaNVLAPcertifiedla6uratory. Fixture,photmmetrywascompletedunasmglerepresentativefixture, Actual produGtionunits may vary upto Q (� �j initial delivered lumens. lumenmantenannevoluesat25TM*F) P` dee—ctiJl to _10%of are calculated perD.4-2lbasedonLM-80datnnd in-situfixturetestng 150186" Street, Stu devant,W1 53177 1 Phone (888)243.8445 I Fax(262)504-5409 I www.•-canoligrt-com i1 17 1 18 1 19 1 90 1 91 AND ASSOCIATES INC I)AI 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 F77 777. Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH OF , VIA O � "D. Kent O'Donohue, Jr?' rt Lic. No. 0406001683 03-22-2016 ,w ' -4 PE ARCS DRAWN BY ry DESIGNED BY WSK CHECKED BY DKO DATE 10-26-2015 SCALE AS NOTED Z Q J_ _Z U Z � Lit �--- %' I-LLo UJ o Z < ° U J O = U U-) J -t- V W M 5 4 Z J 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