Loading...
HomeMy WebLinkAboutSDP200600059 Plan - Approved Minor Amendment 2006-10-05ALBEMARLE COUNTY, VIRGINIA PREPARED BY: "oee e n esmLo*"Nn LANDSCAPE ARCHITECTURE, ENGINEERING Et PLANNING DATE,: 06006'06 e PLAN CT"E. PR.0 E L)ATA* GENERAL 5�7ECCNSTRUCTi�N TAX MAP 76M I PARCEL 12 OWNER/DEVELOPER:, MAGISTERIALDI RONALD D.:: CARTER STRICT SCOTTSVILLE I . , THE ABBREVIATION VDOT MADE. HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPC)RTATiON. THE TERM I. PRIORTO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,INCLUDING CONNECTION TO ANY O 3093 DARBY ROAD DEED BO 29 P 4 -x = COUNTY REFERS TO THE COUNTY OF ALBEMARLE; VIRGINIA, EXISTING `ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT` OF TRANSPORTATION (VDOT). THIS PLAN D OK 55 f RAGE 628 DEED BOOK f 342 !PAGE 23$ DEED BOOK f 070 ! AGE 10 DEED BOOK 937 !PAGE 199 KESWICK, VA 22947 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS INSPECTIONS, BONDS AND OTHER Y REFLECT THE REQUIREMENTS OF THE PERM#T, WHERE ANY DISCREPANCIES OCCUR THE - EXISTING ZONING, PUD > AS DRAWN MAY NOT ACCURATELY RE R Q � .APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. RE Q UIREMENT:S OF THE PERMIT SHALL GOVERN: ZONING SURROUNDING LOTS: PUD _ . 3 THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ZONING OVERLAY DISTRICT- NONE _ CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS SITE CONDITIONS NOTIFY SPECIFICATIONS AND STANDARDS AND MATERIAL SPECIFICATIONS AND SHALL I DARDS O i/p OTHERWISE F VDOT UNLESS WISE NOTED, SITE 1S LOCATED INA NEIGHBORHOOD DEVELOPMENT AREA R THE OWNER AND.ENGINEER OF, ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION +� SITE AREA. WORK. : CONTROL PLAIN AND SHALL BE INSTALLED? PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. T, ,. 4 D - 4X MAP 76M1, PARCEL I2, 2.31 ACRES.(#00,623SFj DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 4. .ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NONEXIST NCEOF UNDERGROUND UTILiTIES, PRIORTO ANY (HJR#ZONTALLVERTICAL): WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR a BETTER ARE 7O BE ACHIEVED. PROJECT INFO. r CO LINED DI M REQUIRED E 1 'PROPOSED E CONSTRUCTION OR EXCAVAT#ON, :THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE. 5. PAVED, RIP -RAP OR STABILIZATION MAT E DITCH MAY BE REQUIR WHEN N THE. OPINION OF THE. ALBEMARCE S USE:, � OFFICES CONTRACTOR S YARD & POSSIBLE FUTURE DEVELOPMENT NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING" MISS UTILITY' ;COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A MAXIMUM NUMEER OF EMPLOYEES: 15 (1-$00652-700 i ). DRAINAGE CHANNEL BUILDING FOOTPRINT: 4,000 SF FL , 6. .THE CONTRACTOR 1S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, TOT AL FLOOR AREA. 8,000 SF PAVED PARKING , OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE ANY EXISTING 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ili. A ED NG &VEHICULAR CIRCULATION. 15,300 SF , TOTAL ! PE x, � �. . O AL M RVIC.3U,� ...C3VER, # 5,300 SF 4,000 SF = 19,300 SF UTILITIES DAI-ll,'l aED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK 8. ALL EXCAVATIION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE STANDARD MTI%As IMMEDIATELY AND NOTIFY THE ENGINEER CONSTRUCTION INDUSTRY (29 CFR PART 1926). FLOOR AREA RATIO, MAX ALLOWED - OJ TIMES THE TOTAL LAND AREA . 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURINC; THE = 0.7(100,623SF)-'70,436SF COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS PROPOSED = 8 OOOSF OF FLOOR AREA = 8,000 ! 100,623 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE - 0.08 TIMES TOTAL LAND AREA CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LF► �iD COW. R.AG�E OF B -- T ( UILpINGSj.. MAX ALLOWED 0.5 TIMES THE TOTAL LAND AREA SURVEY & TOPOGRAPHY LIABILITY, REAL /�►NC� ALCE�ED, IN CONNECTION WITH THE. PERFORMANCE OF WORK ON THIS PROJECT;..EXCEPTING FOR , .5(100,623SF) = 50,31 ISF LIABILITY ARISING FROM "THE SCALE NEGLIGENCE OF THE. OWNER THE ENGINEER I. TOPOGRAPHIC AND PHYSICAL SURVEY INFORMA TION PROVIDED BY TERRA ENGINEERINGAND LAND SOLUTIONS, PROPOSED 4,OOOSF OF LAND COVERAGE 4,0001 100,623 2H $. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS,LIGHTS TREES SHRUBS 'ETC. SHALL BE THE RESPONSIBILITY Or .THE CHARLOTTESVILLE, VIRGINIA. BOUNDARY INFORMATION BY ROGER RAY & ASSOC., INC., CHARLOTTESVILLE, VIRGINIA, PLAT 0.04 TIMES TOTAL LAND AREA , . CONTRACTOR: P.EPAIRS OR REPLACEMENT SHALL BE.MADE AS.NECESSARY AT NO COST TO THE OWNER. PREPARED MARCH 2000• RECREATION AREA- NIA 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE 2. SURVEY DATUM. USC&GS VERTICAL DATUM NAVD .88 OPEN SPACE: N/A _ 3. BASIS 4F BEARINGS: FIAT NORTH MAXIMUM HEIGHT OI� ALL STRUCTURES. ALLOWED. 651 REPAIRED, REGRADED, AND RESEEDED. , r PROPOSED. 30 1�0. PARKING THE .T LESHALL:`BE COORDINATED THR THE WNER.. THE OWNER IS NOT 4. BENCHMARK: TOP OF FIRE HYDRANT AT CORNER OF FIVE SPRINGS ROAD. NG FOR Ha CON RACTORS VEHICLES THROUGH 4 SETBACKS AND YARDS: RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE FRONT: 30` - ACCOMMODATED AT THE SITE. SIDE: 0 11. IN ACCORDANCE WITH SECTION .19.3-9.2 OF THE WATER PROTECTION ORDINANCE, EROSION AND SEDIMENT CONTROLSIDEWALK-- t0` PLANS FOR SINGLE FAMILY DWELLINGS WILL BE REQUIRED IN ALL LOTS: 12. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE PARKING: OPINION OF THEE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, THEY ARE DEEMED 1 NECESSARY IN ORDER To REQUIRED PARKING, i SPACE PER EMPLOYEE TO WORK ON SITE & I SPACE PER FACILITY VEHICLE PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA =ESTIMATED $'EMPLOYEES AND 4 COMPANY VEHICLES = 12 SPACES MANUAL FOR UNIFORM TRAFFIC CONTROLDEVICES. PROVIDED PARKING: 15 SPACES 13. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 14. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH. THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL: BE PROVIDED AT THE CONSTRUCTION SITE, Is. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL THE PIPE SHALL BE MIN, 6" DIAMETER AND CONFORM TO VDOT STANDARDS SB- I. GENERAL SITE PLAN AMENDMENT b t] d Mai 1. SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 2. NO FLOODPLAIN PER OFFICIAL FLOOD INSURANCE MAPS AOVA':LEGENDVICINITYMAP SHEL INDEXL W WATER LINE (EX, / PROP.) -- -• BOUNDARY I RIGHT-OF-WAY LINE 1 r 2000' SHEET 2 EXISTING CONDITIONS VIRGINIA DEPARTMENT OTRANSF'QRTATION (V D.O,T. ROAD/A vvv I& WM Q WATER VALVE I METER I.F. IRON PIN FOUND FHA _ FIRE HYDRANT E.S. IRON PIN SET YH -- YARD HYDRANT SETBACK LINE BOA0 BLOW -OFF ASSEMBLY ----- EASEMENT LIMITS --�----- S SANITARY SEWER LINE (EX, I PROP.) CENTERLINE COO CLEANOUT -- -- CONTOUR LINE (ETC. ! PROP.) MH MANHOLE 3:1 <--2.50°!a-- DEGREE I DIRECTION OF SLOPE SDI STORM LINE (ETC: I PROP.) + 479.70 SPOT ELEVATION DI STORM INLET HP HIGH POINT YD ® YARD DRAIN LP LOW POINT DSO DOWNSPOUT -- DITCH I SWALE G GAS LINE (EX. I PROP.) WATER COURSE GV 0 GM 0 GAS VALVE I METER BM + BENCHMARK OHE. OVERHEAD ELECTRIC (ETC, I` PROP.) CG-2 VDOT STD. HEADER CURB UGE - UNDERGROUND ELECTRIC (EX: I PROP.) CG-6 VDOT STD. CURB & GUTTER. CG-12 VDOT STD: HANDICAP RAMP PPS POWER,POLE }, HC HANDICAP PARKING SYMBOL L `, LIGHT POLE DIP DUCTILE. IRON PIPE GUY e GUY WIRE RCP REINFORCED CONCRETE PIPE EM ELECTRIC METER COMP CORRUGATED METAL PIPE Q TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT- OVERHEAD COMMUNICATIONS (EX. I PROP.) HDPE HIGH -DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX; fPROP.) VC VITRIFIED CLAY PIPE PEO 0 UTILITY PEDESTAL FFE FINISHED FLOOR' ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED T85 TO BE SAVED PROPOSED TREELINE SHEET_ 3 SITE. LAYOUT AND BRIDGE SPECIFICATIONS; DATED 2002.,: VIRGINIA DEPARTMENT OF TRANSPORTATION (V:D.O.T.) ROAD PLANNING SHEET 4 G RAD I N C & UTILITIES PLAN AND BRIDGE STANDARDS, DATED 2001: SHEET , LAN DSCAF"p E PLAN VIRGINIA DEPARTMNT.OF CONSERVATION AND -RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRG!N'V' SHEET 6 LIGHTING PLANEDITION, EROSION AND SEDIMENT CONTROL HANDBOOK,.THIRD ��92. ZONING u SHEET 7 c� p w,qr� M �r eh� STORMWATER MANAGEMENT IE� vT PLAN V INSTITUTE OF .TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 6TH EDITION. �- SHEET 8 DETAILS ENGINEERING SHEET 9 PROFILES AND LIGHTING DETAILS SHEET 10 EROSION & SEDIMENT CONTROL PLANBUILDING CODE SHEET I I EROSION & SEDIMENT CONTROL DETAILS FIRE SAFETY ACSA I L TMP 76M1 - 22 Now or Formerly Bartlett Realty Company Inc. D.B. 1105, PG: 590 Now or Formerly ¢ r ZONED PUD Chl'i5t0 her J. Coffin PRESENT USE: WAREHOUSE D. B.2842, PG.692,'` r D.B. 1102, PG.722 �_ t` 4 * l�, TMP 76M 1 23 Now or Formerly ZONED PUD PRESENT USE: VACANT (INDUSTRIAL) `�.~ '.-' Stephen P. or Patricia W Taylor D.B. 2678, PG. 135 i � �� WV % �.--- ZONED PUD PRESENT USE: VACANT (INDUSTRIAL) TOP 5-8.35 (j �\ X t\SDI�..3 } r `� / it / 9 TOP 490. ,35 .. .. �. j _---- ,� / 1N11. OUT T62.3 \+ 4 Qj '' \ y sore- ( IN 440.53 1' `> , ' -_____-�-- ,. � / X � ` / / % / \ TOP 45/4 't , A � tt � � `� / 1'f�V L`...,�" p"--5 ��_ % f ....----- / "_.----- -/• ".. ' : /.}o(].��,!/j. f'E J. f�y..���,�.�� J/ / / .�----! - ;r'. � ! '� ::'�� , ..� , > '1 i `�,-r t ! •- ,,. O/V i t TES �j 4- / ,/ / 1. , (. •f / 1 / / / / / 1... l I/ % / / l / Y. If I If kill ! If I I l � f � � f •/ % f i � it l / /l � l l l ;I t l � tl I 1 / f 1 I I // i i / i i / l , / f /11 If If If k:I I \ 1 l / / / � 1 i ... t � ; I IT L ►I � BOX i I I i % I I 1 / i ! I Ii III / ` if �'� - TMP or Former/ !� / I i s y f t I I I l i o j I % s C 1 CUR-8 R chard J.A.&iva' O►val Sr. & ,Richard A. j f` I ( / / / 1, _ i lI-__:../ I iI 1! I I .& ,Sons I D.B. 2§81, PG. 384 I I c o ( I �M I ( I \ ,� 1 I Id. I II ,t Cy -III ./ / / / D.B. 15544, PG. 247 / � I I - i # I � I I � � �' �� ` 1 � � `, �, � � I` I �' � � � �� ► t� � / i ZONED PUD} II I i ' / PRESENT USE: 1NARtHVUSE / If � I It It l / l 0 I I I , If r l i j PED.. 1 1 '°, t tt f I I i � l ",, ..,, `` t •',.: I I I j � I , � � , � 1 : I, l Syr �t � ! / 1 1 Ni TREE At .s/Gnu , v. A. DI 3 n�rAI�.B04 / ~ / l IIRIV,�7,,y� / � 1 IGHT "�.«% ^~4`"`"`~ ,�-....� �,s �.: �,( I i \ , � � ' � � � ( �,► , , i I i * SHADED AREAS REPRESENT 25°fo OR GREATER SLOPE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) I inch = 20 ft. V SDIWH 4 TOP 503.( , TMP 76M 1 -11 INIA 4,93.15 80 TMP 76M 1 -13 Now or Formerly Executive Proerties LLC. D.B. 2929, PG. 126 D.B. 1933, PG. 76 ZONED .PUD PRESENT USE: AMBULANCE SERVICE BENT TREE DESIGN, PLC --LANDSCAPE ARCHITECTURE, ENGINEERING, & PLANNING 908 FAST HIGH STREET, CHARLOTTESVILLE, VA Z-220 25 1 µ Y cn w U Z w LL V) Z LJL < Z p 0 Z j o w Q u uni � g LLJ Z z LU a F_V) CLw J w J � Uc. No 434107 �DNAL SCALE: I."=20' ISSUED: 06.06.06 DRAWN BY: SEC/ERF REVISIONS: All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed o! these plans) may be reproduced; changed or utilized in any form or by any means, electronic or mechanical, including photocopying scanning.. or by any other means of retrieval system without written permission from Bent Tree Design, PLC. These plans may not be assigned to a third parry without first written authorization of Bent Tree Design, PLC. © BENTTREE.DESIGN, PLC of 4 • • -♦- $ COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 July 10, 2013 Memo to file: SDP200600059 Mill Creek Offices Minor Amendment To Whom It May Concern: Please disregard any handwritten notes on Sheet 3 of 11 of the approved final site plan. Thank you, ,(4. -4- nu-tf-A-----a, J.T.Newberry Planner Department of Community Development Voice: (434)296-5832 ext. 3270 Fax: (434)972-4035 TOP 503.09 INV 493,15 A WV 6,g SSIVIH-3 .M TOP 'S 1�,,q, N ___JJVV 504.93 "P !31 f wg.,A h- �"A M �"A M 1, �v N MH-3 SWR. ES 1/\ EXIST. 20'SAN. g MT. SD z �i4 _17171 'A N. TOP 474�39 '17 a, DB 1119 P 33 n 77 �, �M, `17` �Sl INV OUT 462 3 TOP 4,90.85 ------- 'ro D �A INV 4 79-29 S N oil D 4 ffi'% ni� Sx SDDI- I VON—" 111151111111 1 1-1-1. N EyIST, SAN. TOP 45 -7 4qO. 53 w�, M, .......... --- \EX. DI INV 4" PVC SAN. e VVV \VV -S D_ S6o�0410T'E T!,. A, SEWER LATEW- 8 ROM' V\ TEL MH low -7- 4638 El 3MH- )P 448.60 OL P CURB V 440, TE-LI L 89 P51f 0 . . .. . . . 45 475 ;P4 Q TRENCH DRA114-1 ONNECTTO ---------- NG.WATER LINE EXIST �p YARD INLET C E E V I V.,V 0 461,00 7 + %0 4r*79 79 C� 0 -.1 - - - - - - - - - - C 2 461'. A79 0 j + 480.13 CA 1 481. L( ITY A-3 . .... Y, TIL POSSIBLE /DEVEL jFUTURE./ 0 MFNT -C NCRETE- 461 .16 1 & GU WATER 0 UAUTY SWALE (SEE SHT CURB. CL 0 LU W CL 1> 0 00 LL LL U_ LL .. ..... ... 4W. 9 ri .69 . ..... B- :D FLARED END' SECTION W1 EC-1 -T [:L 48 .00. . \PED (B-3 +400 79.32\ 00- .48D. 479.77 47�'27 47i,67 17 9.97 SIGN . -4p e;, DI IINIVG MAII-BOY, LIGH T -4 LIGHT 03 L STORMWATER MANAGEMENT TO UTILIZE PROPOSED WATER QUALITY SWALE AND EXISTING 4V USTt N SWM.FACILITY. SEE MILL CREEK. PUD PLANS, BY 6% -BUFFER OTHERS. LIG11 T 17, L SHADED AREAS REPRESENT 25% OR GREATER SLOPE V. ULDI 0 0 V) GRAPHIC SCALE 2 0 0 10 20 40 (IN FEET) I inch = 20 fL BACKFLOW PREVENTION TO BE PROVIDED WITHIN BUILDING�- REFER TO ARCHITECTURAL PLANS, BY OTHERS. �m uni. z < z i LLI > z LLJ F- F_ 0 :D t 111 U LLI _j I n LLJ: Z. U01. SY 10 Rq F 0. Uc. N 4191, NAL SCALE, 1 =2 :SEC/ERF )RAWN REVISION& 1. 8-30-06 AG ENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, design;j sections or details ex ed Press on these plans) �may be reprotluped,th.anged 6rutilized in any form or by any means, electronic or mechanical, including photocopyin& scanning, or b y any other means of retrieval system without wn.tte.n. permission from Mnt Tree Design, PLC These pjans may not be assigned to a third party without first, written authorization of Bent Tree Design, PLC 0 BENT TREE bEsiGN, PLc PLANT SCHEDULEE Key Qty Botanical Name Common Name Size/Condition Remarks"" Trees Aj 12 Acer x freemanii 'Jeffsred' (PP 4864) AUTUMN BLAZE (R) MAPLE 1.5 - 1.75" cal. well branched 397 CcF 3 Cercis canadensis 'Forest Pansy PP 2556 FOREST PANSY REDBUD 1 - 1.25" cal. well branched, 124 qs 5 Cryptomeria japonica'Sekkart Sugi'. SEKKAN SUGI JAPANESE CEDAR 4 - 5' ht full, dense 123 FPP 6 Fraxinus pennsylvanica GREEN ASH. 1.5 - 1.75" cal, well branched 604 LsR 9 Liquidambar styraciflua'Rotundiloba' ROUND -LOBED SWEETGUM 1.5 - 1.75" cal. well branched 206 TcG 2 Tiiia cordata'Greenspire' GREENSPLRE LINDEN l - 1.25" cal. well branched 249 Shrubs AH 14 Aza.lea'Hinodegiri' HINODEGIRI AZALEA 12 - 18" ht full, dense 10 Calk ..9. Clethra alnifolia'Ruby Spice' RUBY SPICE SUMMER SWEET 18 - 241' ht full, dense 16 lkC 5 Ilex x koehneana'Conayule' YULE BRITE HOLLY 18 - 24" ht full; dense 23 IcD 22 Ilex cornuta 'Dwarf Burford' DWARF BURFORD HOLLY 18:- 24" ht full, dense 14 IcG 12 llex crenata'Green Lustre' GREEN LUSTRE HOLLY 12 - 18" ht full, dense 16 VuC 13. Viburnum utile `Chesapeake' CHESAPEAKE VIBURNUM 18 - 24" ht full, dense s0 Perennials and Annuals. mV TT5-9-T Liriope muscari `Variegata' VARIEGATED LIRIOPE GRASS 1 quart plant 12" a.c. Ornamental Grasses MsA 5 Miscanthus sinensis 'Adagio' ADAGIO MAIDEN GRASS I quart plant 18" o.c. GRAPHIC SCALE 20 0 10 20 40 I l r l l ( IN. FEET ) I inch = 20 ft. a 5,01,3 .� fn,F� tr:Y� •i,� 1,y/ Islam i BEFIT TREE DESIGN, PLC —LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING 908 EAST HIGH STREET, CHARLOTTESW IF, VA 434-220-255 J r f [4[ 5 1 ..■.�.. W Lj� < Z 0 Z 0 Z:5 LJJ O U LU UJI _j Z Z s LU cla < d J am ULJ F� s E 4 V) SCALE: I "=20' ISSUED: 06.06.06 DRAWN BY: SEC/ERF REVISIONS: 1. 8-30-06 AGENCY COMMENTS All rights.reserved.'No part of the material protected: by this copyright (plans, ideas, designs, sections or details expressed on these plans) maybe reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying; scanning, or by any other means of retrieval' .system without written permission from Bela Tree Design, PLC. G i These, plans. may not be assigned -to a, third party without first written authorization of Bent Tree Design; PLC: © BENT TREE DESIGN, PLC STATISTICS Description MILL CREEKS Symbol + Avg 1.1 fc Max 9.0 fc Min 0.0 fc Max/Min N/A Avg/Min NIA PARKING LOT ONLY X 2.0 fc 9.0 fc 0.0 fc N/A N/A PROPERTY LINE X 0.0 fc 0.5 fe 0.0 fe N/A NIA LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Fife Lumens LLF Watts ASW2,400M AERIS ARCHITECTURAL, ONE 400 WATT CLEAR W1 2 SR4W'10 DEG HS BUILDING MOUNTED rJ--,! ED28 METAL HALIDE, Lt113861.ies 32000 1.00 454 El LUMINAIRE, SR4W x HORIZONTAL POSITION. (SEGMENTED TYPE IV WIDE, FORWARD THROW) DISTRIBUTION Vl JTH HOUSE SIDE SH)ELD, TILTED UP FROM HORIZONTAL 10 DEGREES, 400WMH W/ CLEAR LAMP. ASW2 40OM" AERIS)ARCHITECTURAI, ONE 400 WATT CLEAR W2 3 SR4SC IV TILT BUILDING MOUNTED ED28 METAL HALIDE IN Lt113857.ies 32000 1.00 457 LUMINAiRE., SR4SC --,yHORIZONTAL POSITION (SEGMENTED TYPE IV, FORWARqTHROW, SHARP CUTOFF) DISTRIBUTION TILTED UP HORIZON FROM 1ALlo DEGREE6,400W MH%W( CLEAR LAMP. N XPI, LUMINAIRE LOCATIONS No. Label X I W1 372.9 Location Y 285.0 Z 18.0 MH 18.0 Orientation -54.1 Tilt 0.0 X 372.9 Aim Y 285.0 Z 0.0 2 W1 408.4 334.9 18.0 18,0 -51.8 0.0 408.4 334.9 0.0 3 W2 437.9 4 W2 441.5 338.2 306.2 18.0 18.0 18.0 18.0 36.0 122:0 0.0 0.0 437.9 441.5 338.2 306.2 0.0 0.0 5 W2 409.6 262.8 18.0 18.0 128.4 0.0 409.6 262.8 0.0 AN, J,2, G1 . �1 P4 By, F L_J PE" N W F AN 'P, Ay M �L.' '# Wr _4 M BENT TREE DESIGN, PLC -LANDSCAPE ARCHITECTURE, ENGINEERINQ & PLANNING - HI S7REET, CHARL077ESVILLE,, JVA 434-220-2551 V) LU F� Z UU LJL,m < Z 0 > Z CL D 0 < Z Lu., U UJI -j < Z U; 1-U U.1 F� 40 SCALE.. I "=20' ISSUED: 06*06.06 DRAWN BY: SEC/ERF REVISIONS: All rights reserved. No part of the material protected by this copyright (plans, ideas; designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means; electronic or mechanical, including photocopying, scanning; or by any other Means of retrieval system without Written permission- fr.6m Bent Tree Design, PLC. These plans may not beassigned to a third party without first written authorization of Bent Tree Design, PLC. CC BENT TREE DESIGN, PLC t V) �{ r l t f. k SDAM-4 TDP 59.3,0,g, 1111V 493. J� D/ t t f % I j WV SrDA,j1p-3 TOP 474.39 - - 174-? lI\!}/. DUT 4b2.3�w It•Jil 479.29 f i ----- t I 1 � �I I I E I ff € I } i eI 1 1 li r I f I I I TEL- riPED. I I i 1 i DA 4 `1 { 0.14 A l (j AIAILI.BDfy I t / ' d �e ! SHADED AREAS REPRESENT 25% OR GREATER SLOPE GRAPHIC SCALE 20 o to 20 40 80 (IN PEST) I inch — 20 k STORMWATER MANAGEMENT TO UTILIZE PROPOSED WATER QUALITY SWALE AND EXISTING SWM FACILITY. SEE MILL CREEK PUD PLANS, BY OTHERS. i LIGHT d (!-tic im• f y u r nr •y yrf i . 4 { _4 Y-'t• , '"✓ _ 1 _ 5 •' •' i 7 �....1;�• f. .ram.-,... 'a '� �hu � is rss •, is tx �+ r t,,a t ri �{y t �A, {/' ''.-, sis �', '` i / u � ` t �, jY r5��'"'�j.,f,?' 2� i � � S' s y . � g+,,,,Ti y 1 ' ✓.�7 t`i{ jI A WV f J f �) J fy g a ! IGN 1 t 1 MEN, Ei ! Jf nJ % ti / Dh ( / / LU 0 t ( t tt it fTlLt3' i j it ,r -�..1��V8o f I t p , I if if CD I Il 1 i J Y / l r I j i 3 4 I a. f. r c 1 .\ %Y L `1, 1 SIGN •� f f � 7' e f jy R, S ff V z a "IN \ AIM Y A ` `\ r `", , 4 �+' �. �- - Y � Irk i 51� � \•, 4 tt ti' 4' .;J J �E4 � 1 111.-1`d'"3i-2�k,�'y�''f�Y 'i� f Y�y,) • i � i¢ r err 4s''` f,y u?�.f}sxi.3 �r i r5 < '` ., } � sz �1 F � i. �x ��g f w it 4k� s - � \ ti n.�,e/ •1 �Vl ;,',,� a aV­ 4, ` a y. �, t�' ��` v � •,' 2 1 �y + Y ". c t � y / � � �J' /l ti/' `..�"" `^",^ ...y,•w„w.-e...., .,..». . S 2 S c i f _T l � 55 Z .•••4 � gg. .� � sF ? �'�'�fyi .5`• x.#` y r � � r y,� _ 1 it *1 f `7,`,y kyy'' S � �" I "3 i1F'Y C3 f�' F � Y �f IJ' �.� 3� ` S 1 l ^•'\ �>$��� [ c; 7 �3-c ��2 �JJ ;„•+9§ {�" J "C� 9 � �'. �'a�� N ��Z��f L _ w,Or, ,�Jsla�i 6 BENT TREE [DESIGN, PLC --LANDSCAPE ARCHITECTURE, ENGINEERINq & PLANNING-- \_ 408 EAST HIGH STREET, CHARLOTTESVILLE, VA 4 434-220-2551 ._ of R. Fe UC. 197 76 E SCALE: 1 "= 20' ISSUED: 06.06.06 DRAWN BY: SEC/ERF REVISIONS: 1. 8-30-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including € photocopying, scanning or by any other means of retrieval system without written permission from Bent Tree Design, ` PLC. These plans may not be assigned to a third party without first written authorization of Bent Tree Design, PLC. tt © BENT TREE DESIGN, PLC SHEET J.N. 0602 OF 11 GRAPHIC SCALE 20 o to 20 40 80 (IN PEST) I inch — 20 k STORMWATER MANAGEMENT TO UTILIZE PROPOSED WATER QUALITY SWALE AND EXISTING SWM FACILITY. SEE MILL CREEK PUD PLANS, BY OTHERS. i LIGHT d (!-tic im• f y u r nr •y yrf i . 4 { _4 Y-'t• , '"✓ _ 1 _ 5 •' •' i 7 �....1;�• f. .ram.-,... 'a '� �hu � is rss •, is tx �+ r t,,a t ri �{y t �A, {/' ''.-, sis �', '` i / u � ` t �, jY r5��'"'�j.,f,?' 2� i � � S' s y . � g+,,,,Ti y 1 ' ✓.�7 t`i{ jI A WV f J f �) J fy g a ! IGN 1 t 1 MEN, Ei ! Jf nJ % ti / Dh ( / / LU 0 t ( t tt it fTlLt3' i j it ,r -�..1��V8o f I t p , I if if CD I Il 1 i J Y / l r I j i 3 4 I a. f. r c 1 .\ %Y L `1, 1 SIGN •� f f � 7' e f jy R, S ff V z a "IN \ AIM Y A ` `\ r `", , 4 �+' �. �- - Y � Irk i 51� � \•, 4 tt ti' 4' .;J J �E4 � 1 111.-1`d'"3i-2�k,�'y�''f�Y 'i� f Y�y,) • i � i¢ r err 4s''` f,y u?�.f}sxi.3 �r i r5 < '` ., } � sz �1 F � i. �x ��g f w it 4k� s - � \ ti n.�,e/ •1 �Vl ;,',,� a aV­ 4, ` a y. �, t�' ��` v � •,' 2 1 �y + Y ". c t � y / � � �J' /l ti/' `..�"" `^",^ ...y,•w„w.-e...., .,..». . S 2 S c i f _T l � 55 Z .•••4 � gg. .� � sF ? �'�'�fyi .5`• x.#` y r � � r y,� _ 1 it *1 f `7,`,y kyy'' S � �" I "3 i1F'Y C3 f�' F � Y �f IJ' �.� 3� ` S 1 l ^•'\ �>$��� [ c; 7 �3-c ��2 �JJ ;„•+9§ {�" J "C� 9 � �'. �'a�� N ��Z��f L _ w,Or, ,�Jsla�i 6 BENT TREE [DESIGN, PLC --LANDSCAPE ARCHITECTURE, ENGINEERINq & PLANNING-- \_ 408 EAST HIGH STREET, CHARLOTTESVILLE, VA 4 434-220-2551 ._ of R. Fe UC. 197 76 E SCALE: 1 "= 20' ISSUED: 06.06.06 DRAWN BY: SEC/ERF REVISIONS: 1. 8-30-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including € photocopying, scanning or by any other means of retrieval system without written permission from Bent Tree Design, ` PLC. These plans may not be assigned to a third party without first written authorization of Bent Tree Design, PLC. tt © BENT TREE DESIGN, PLC SHEET J.N. 0602 OF 11 SM 9 5A SURFACE COURSE } 24 : A: �sT� s'�-,'�3s'�'4 n..+✓a,.rsxrs. ..r.;. - l +.x 3" BM.25.0 BASE COURSE 14.5" /' ` y •. Ji y ,r' rA - j r � // �; 1.. 1//'A\��� rA �',�'/'�\ mil' �\ \��' /v \/ '� i�r' ` `\� ;A COMPACTED SUBGRADEf TYPICAL PAVEMENT SECTION SECTION N.T.S. 2111 FACE OF CURB INVERT LINE 611 2" 18" R = 1'-6" 12 Z A 4 . 0 r , 0- 1 el 4 4 4 ' tV -- BUILDER'S OPTION: AREA MAY BE CONCRETE. BOTTOM OF CURB MAY FOLLOW SLOPE OF SUB -BASE PROVIDED A MINIMUM DEPTH OF 7" 1 MAINTAINED. 12" 24" ROLLTOP CURB SECTION �' . <� . `�_ , .:. -.: :sy ' ,�' :* ;.:.:..:. .. • � • 7" CLASS A3 CONCRETE WIRE:' a „ - MESH Xf 'x----'�c X :----=x " . ':; `. x--=--max x xp ' .. i1 �t f -,1� ,� J.: rj ✓� 4�<COMPACTE15 /r:��{ \ 1 COMPACTED SUBGRADE r r / TYPICAL CONCRETE SLAB N.T.S. 2200 SERIES NOTES: COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID ION 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM AND TAYLOR NO.60I 5-B. OR APPROVED EQUAL. USE 6" OR BRICK AND/OR BLOCK TO IN- CREASE DEPTH TO 24". 3. FOR TOUCH READ METERS A 1 3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 5 TYPICAL METER BOX (5/8" - I" METER} DETAIL STONE DISSIPATOR (TYP.) SEE DRAWING WR-13 FOR OTHER INLET OPTIONS SHEET FLOW SHEET FLOW 0000000/0 --SEE NOTE 2 L PROVIDE CLEAN -OUT PROPERTY AT 50' INTERVALS AND CONNECTION LINE AT END OF PERFORATED TO DI. PIPES PLAN STONE PROTECTION CLEAN -OUT LANDSCAPE @ INLETS 4" BELOW W/ WATERTIGHT _ PAVEMENT TO PREVENT CAP CLOGGING TRASH RACK CURB N.T.S. SECTION N.T.S. SEE NOTE 2 CURB.- 4" 2" R NOTES: 6" MAX SOD TURF PL 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. rr 1 0 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF PAVEMENT« CURB) WILL BE PAID FOR AS RADIAL CURB. rr 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3' (IS DEPTH) 3:1 SLOPE rr OR INCREASED AS MUCH AS 3r, (21 DEPTH) IN ORDER THAT THE : (MfN} ' MAX a- f% BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF '. u, f SURFACE H .. THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18 �� LUCK BIO-FILTER ,.... Z'' '� AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR MIX OR TESTED AND ( ) LU = " A DECREASE OR AN INCREASE IN DEPTH. APPROVED EQUIVALENT --'�— S. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS T-0" 6" NON -PERFORATED \'< BASE ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN (MIN) 4" DEEP PEAGRAVEL PVC PIPE @ 1 AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED, 4"-6" PERFORATED FILTER LAYER SLOPE (MIN) '.' :° `..' ° •'. '- : STANDARD CG-3 IS REQUIRED. PVC PIPE AT ' SLOPE (MIN) TO UNDERDRAIN GRAVEL • '' 4" DI OR STORM DRAIN (AASHTO M43, 1/2"-1') 6" SUBBASE '/ `%'\ CROSS SECTION Z d \ SURFACE J NOTES: Ln i; 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM THE EDGE OF PAVEMENT TO THE Zo BASE BOTTOM OF THE WATER QUALITY SWALE MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. ..,. 2. PROVIDE 1'-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. AS AN ALTERNATIVE TO 12" 61' SUBBASE THE TRASH RACK AN OVERFLOW STRUCTURE MAY BE A DROP INLET WITH A BAR GRATE, OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED CG-2 STANDARD 6" CURB SECTION N.T.S. " 6 -� WATER QUALITY SWALE SECTION N.T.S. GUY " EDGE( ROOTE MULCF EDGE C PLANT] STAKE RI IRRRI BLACK RUBBER HOSE- 2 STRAND TWISTED 12 GAUGE GALV. SUPPORT - WIRE SHREDDED HARDWOOD MULCH V-CUT EDGE (2"-3" DEPTH) — (SEE DETAIL) MULCH RING FINISHED GRADE t GUYING STAKE i (2"x2"X3) ROOTBALL b COMPACTED SOIL (OR WASHED GRAVEL) _i, Ii _.._k _ _7 ii SETTING MOUND 1 ; = ? - i'.Ij---fill •---'!Ei i E = 1! y ' } ; ! - 1 : j ; l i =: ; +------UNDISTURBED �-- liif .�..__?lii -___.;ill::-�:jli• -----� SUBGRADE SECTION GUY WIRE — EDGE OF ROOTBALL— MULCH RING �1 00 EDGE OF PLANTING PIT' STAKE RUBBER HOSE PLAN I BLACK RUBBER HOSE 2 STRAND TWISTED GALV. SUPPORT 1/2 HEIGHT WIRE — OF TREE V-CUT EDGE SHREDDED (SEE DETAIL) HARDWOOD MULCH FINISHED (2"-3" DEPTH) MULCH RING GRADE r l r l 7 t i .t , tk -• r s s t. t r i f s I t GUYING STAKE 2 x2 X3 _ i 1 .. Y�j.v :C`y`: •✓�J� �v ��t;. X � 11 I �_ i l . 1 •_ _' ROOTBALL ' f _Ill 41• 6" COMPACTED SOIL UNDISTURBED SETTING MOUND SUBGRADE -- N.T.S. SECTION SPECIMEN SHRUB (AS SPECIFIED ON DRAWING) MULCH LAYER APPROX. 45 (AS SPECIFIED) grr SET TOP OF ROOTBALL I/8 FINISHED GRADE OF ROOTBALL DEPTH MIN. , ' ,�, ,/, r'i ABOVE FINISHED GRADE r � / J r /r/ IX", , _._.•. PLANTING SOIL MIX ,, `� �Yr:�z,<, _F .Ti k (AS SPECIFIED) _ �ROOTBA.LL < ; `..'..' ; _ FINISHED GRAD E— , tI <K }:(•/,.J•rY ._f . I { 1—�— E_._._--E i 1 —. ttt- r:<y,$�•_,,,,,r�i ,__lii; __.'t, ,fj ;f —' -;?'l f'!_:.-fly �!'� _�.}','�I �'•:I�! jj UNDISTURBED SUBGRADE UNDISTRUBED __ ADD EXCAVATED SOIL AS NEED D - ; f SUBGRADE TO BRING PLANT TO FINISHED GRADE. TAMP LIGHTLY & WATER IIN SCARIFY BASE OF PLANT PIT; BREAK THOROUGHLY PRIOR TO SETTING THROUGH & LOOSEN ALL HARDPAN. SHRUB TO PREVENT SETTLING. REMOVE AS NECESSARY TO FACILITATE DRAINAGE.) $ SHRUB PLANTING ({{ V-CUT BED EDGE SECTION 4' ' ' nr 1r ENTRANCE SIGN SECTION 6' N.T.S. —. SIGN - FINAL DESIGN BY OTHERS — I " X 6" P.T.S.Y. PINE RAILS ( 3 EACH) ATTACH TO POSTS W/ 16d GALV. RING NAILS. ---- 6" X 6" P.T.S.Y. PINE POST W/ WILLIAMSBURG STYLE TOP. SET PLUMB AND LEVEL. ----- I" X6" P.T.S.Y. PINE FACE PLATE ON FRONT OF POST TO CONCEAL RAIL JOINTS (TYP.). BACKFILL TO FINISHED GRADE FINISHED GRADE r-- CONCRETE FOOTING @ 8" DIA (CONCRETE TO BE 3000 PSI @ 28 DAYS) -- UNDISTURBED SUBGRADE NOTE: ALL WOOD MEMBERS TO BE STAINED/SEALED W/ AN APPROVED STAIN/SEALANT. COLOR TO BE APPROVED BY OWNER. N.T.S. SECTION -�JILX �. COMPACTED EARTH I kf t I, I /�" I• I. i 1 1 i 4 f i r << < r_ SAUCER 2-3" MULCH N.T.S. N.T.S. tr'f f lohr/r4 k l i I E I i BENT TREE DESIGN, PLC --LANDSCAPE ARCHITECTURE, ENGINEERING, & PUtNNING 908 EAST HIGH STREET, CHARLOTTESVILI.E, VA 434-220-2551' w U Z W U� LJL < o ou Z W � w °Uj Q w 0 E � U = � J w J � N J Eliot R. Fe Uc. N ti34197 ,5j � 0� Ok4§ D14AL SCALE: AS NOTED ISSUED: 06.06.06 DRAWN BY: SEC/ERF REVISIONS: All rights reserved. No part of the material protected by this s copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including i photocopying, scanning, or by any other means of retrieval system without written permission from Bent Tree Design, i PLC. s t These plans may not be assigned to a third party without first ! written authorization of Bent Tree Design, PLC. © BENT TREE DESIGN, PLC ' A zwmff, aj v1A , va"m va "NOW FEATURES & SPECIFICATIONS INTENDED USE Catalog Milinhar ASW2 400M SR4SG 1W TILT Notou I T,,pa For building- and wall-mouritc-d applications . Architectural Building -Mounted Lighting CONSTRUCTION Augqedi die-cast, single-pieeiltiminurn housing Di, m, S1 doorframe teas ASW2 impact -resistant, tempered; glass lens. Doortrarne Is lully scalrud wiM.OK- pleve closed sillcOrie gas?et. t \ it riNISH METAL HALIDE Standard linish is textured dark bronze, (068T) poPiester powder finish, vffih ____j HIGH PRESSURES ODIUM other architectural colors available. OPTICAL SYSTEM High-pertarmanoe segmented -reflectors provide superior unitarrnlity and controL Specialty anodized aluminum spot And grazer optics are also *,,all - able. Rottortors are intrw.Nangoahle Find havirfield dpqlfpmaiming faftabilily up to HY, ruithimt torils- Reflecturs alk.ms for Wol-less aciv�s luo alatt.fical cum - pommis. All opl ics inwo IESNA full c i9of [ (-riletia in feats down tiriprikilicilt ELECTRICAL SYSTEM Lars -up orientation Utilizes a constant vtatlagO autolranstormer ballast EkuickAiscontiect plugs cJa,%flv discortfincl ro-lin-rior frinn hallam. Rallasis air, procisiu-n-winjuil and 100%. lactory tested. Porcelain moqui-base ct r alloy, naked vitim 0 plie E K 1 plated screw shell autl center urtnLacL UL Listed. 4 INSTALLATION Standa rd dim ansion s -AS K4 Wfiversal [TIOUrifitiq F Pk1tU With integral 111OU111itiq brAIS SUf.1PUrkf; 11IR , fiXtUtP, Lmg 1h. 20+4151.44), for easy tine person installatimi. Depth. 18-1,4" 147,63.1' LISTING Ovpj&ll Height 12- 112-131.75) A lr'mprsions are irct-es UL listed suitable fur wul. lir)cativris in tip ur dirmm uriuntatimi. UL Listed if.) US Max AWght 49Ih&l`22.23Vg)'1 i4soi;s sp4e-tw, and Canadian sat;Ay stainiards ;see Optimist, NOM Certified (�Me Opticlits). IN5 rated. US Paterit No. 0506.559, Canadian Palerd No. 107%11. ORDERING INFORMATION Exa mp le: ASW2 40M SR3 120 SF LPI 111011 e thu b."ime 0;a1illou flonleriuTdiurl': Owl boil suilsmur rteudt; wid writo A ell tlu ,")rnpFhr,a ASM 400M SR4SC Series Wmme1sou_rm_j Deattibutlon Vollage 1W TILT options ASW2 [VICARI halidro, SR2 Zegmenteil Type 11, 120 Shipped instaiinif in fixturr.- shilifirld sapaialtily 200m, ro a d iti a, 2 R, 3F Sirigle Luse 1*120,277, ASW13BW 250M, SH3 Sp.qw-ntaill Typor.. Ill, 24W 347% iVa T6, TRV I DF Double tust, (208: i% back box ASW2WG Warr: gaard 320MI asyalnletfic, 214 49DV, Ala TB.. TBV) A8V4fl2 A 'Vandal guard iOMt SMSCZegmente4 Type IV., 247, Et Emulrgumw- Orcuil f is rward it-irrm, 116111fif flllix: lamp ftal Archlt(.cniral fx4nmt' sodum Jiarp cilloff High i 41101 im-.1uried), Slandard lexhirad cultirs otessure ?(MS Sft4W Segrimnlol Typr, IV TO' OHS Quartz wft. slisystem DORT Dark branw.. istiLl Wda, fonvard thrrivir TBV8 110MA/ max; larnp lifil DSST SarnIsluim 260S 67 Wall gratingirtrl oiled;' DNAT Nalfural oliuminum 400S SP Tight Spot CR Enhanced cortirtsirift DWHG W I III I i rt-sisloinum OBLE BLick CRT Noti-srick pfutectime (.oafiriq lblavic oulyt Olititmal textured culurs PE kitl(velp"etric cell- DBKH gronzo bulkin type (n.'a T13 TRV DSPV Dark gray or MV0LT,',1 OSPJ Ljqht dray NirTES: CSA CSA Certified DSPE Dreen NOM NONI Cwfified DSPG Dark ter!I rvluabo, vrdvrGd with SCWA LPI Lamp included OBITBust 2 N4ay to ordered kNkIiSGWA_ ULP Less kinip DSPH Red R Rocitfiras EMS rndiwad irjcVst lamp. SCWA Super CVVA PLh-e Stitt 4 101S. EC o' SP optic c=irot be omom,� -%otter. HS House-sitled srlelidl: 6 Consult factor, foy availability in Canada. in («.wada; shirrs as 1AW447 in Pana&2*,. In r.inidat,'i, Not availablexith 200S. 9 Must be ordered with Wuro, cannot be field installed. 11 hodditiorril archtcttural colors a%rAabl% see -wwwAittimia.irrm ter morA irtilmialion. Outdoor ShoW:ASWZ-M-S SM - 055 ASW2 Metal Halide, High Pressure Sodium Building Mounted ASW2 400M SR2 TEST NO: LTLISS52 ASW2 400M SR3 TEST No: LTL1..,3864 lit K: i � 4 4 4rr(M. rr*.4mt j*&kFf4tmjil, hoinij?culsoil borq> oflimaw4in 40MAF mat*l hohdv kunp, horMC41131 kUW L01 10MMOn! FctcAtnw& v4jp-, baq,-orl roe ;5* rnowlivi hooight, 40.jW rood turripm. rlK11 , XA 41U ht"111. V11.011 IIJJ111*1�- LwAnairii Efficiew/. 742.8% _J W2 400M SR4W TEST NO: LTL13BSB ASW2 40OM5R4W TEST NO: LTL1396B Sto L_UAlt.P.ICE 'LO- iF.*-oDs-K c-) - 0-14k1z"IMIN M P rp,"r MOEN Owl MEMOS NEI 4kW rnc-tol WvV. hm"od lamp oow*mn � thfvw MaW turtle t Mljlo. 11*11iandw twitil rai"nitaiiiart r "_cantl I ovA I uas bas*d on 21,-' rbov_m 10 hatocl oil W mourning hcNiii, 3,200j) rAcd turnery.. vatawmriq height. W,00 rAW twiltens. Lurnniarobilmomr. 85.3% LtMuWm,.HhCmWf. n.6%, fALIMMAMWA , U, ffxff, V Vj 7 ,"111111111110' Sheetk ASW2M-S '­014 Ac Crf L: k ) ii n g fire j p, Inc. :r03 Lithenialighting Outdoor Lighting Phorlin 77u 922 50 Fax; 770 913 120 Ve-WOVA111101 lid. WIN W fAIWATMOMIA "M"MMAW IV" FEATURES & SPECIFICATIONS Catiilng Niunbar 400 ASM M SR4W 10 DEG HS 1' Nolou 1 T"'Pa 1 INTENDED USE For building- and wall-mounWil applitabon% Architectural Building -Mounted Lighting CONSTRUCTION Hugged. trio -cast, sinqte-piva alurninum housing. Die -fast ImOratne has ASW2 impact -resistant tot-apered, glass lens;. Doortrame is fullot scaled y0i ortc­ piece Wised silicoRe gasket, HNISH MHALIDE Standard finish is tWureA dark broflize (DD81t polyester pow&r fit i j HIGH PRESSURESODIUM other architeolural colors available, OPTICAL SYSTEM High-peftrmami;e sequiented reflectors provide superior witorritity and control. Specialty Anodized aluminufmi spot and grazer optics are also wall- ahlo, Rntlortfgs are alw] haw, tiold dogreorr aiming capabilitt X, uw p W *1 itliout torils- Reflocklis dicior fur Wk wil-Im oc�es�; , elecLrical cuim- potwints. All oplics awai IESNA full cidc-l( criteria In ktiis dc.-ilni uriefilaflon. ELECTRICAL SYSTEM Loons-up oriontaMon Wilms a constant viattage autotranstormt-r ballast OW44sounriecl plugs oa.,iiv disconru-m-I ruffi-l-rior funn ballAsI. BallasI.-i; att., pre-cisin-n-vnitivil ai?jl 100%6 laoloty tested. Porcekoin, maqui-base socket V,,A copper illoy, nickel- E." H 1' K I J plateplatedscm-4v shell and center cuntael. UL Listed. a, INSTALLATION Standard dimen6ions -ASK Uitivursa( inuunfing plate with iii(equil ictituiting brilts s;upvurts Ill"A Fixture Length.- 211-I14'(51A41 I fur easy um pefson installativit Depth;Itl-3,1' 147,W) LISTING Ovetall Height IZ- 112'1131.75) A are VVI-fts UL listed suital& fur ritel localivits: in ill) or drawn firiuntatimi. UL Listed to US Max. WcAght 49ths 12123kg)l itious uJwivo*);,i atict Cmiadian suety standards: .sw Ophums). NOM Certified (vee Oplivrisl IP65 rated. U$ Pateitt. No.. D5W.559. Canadian Patent No. 107%). ORDERING INFORMATION Example: ASW2 4M SR3 120 SF LPI apprnisiarp fins. A3WZ 400M SR4W 10 DEG HS Series 1!rl�ttAgetts+nurt Distfibirden Volt gee options ASW2 (W.-tall halide SR2 ",egraent94 Typo 111, 120 St-ftorl installed in fixturo shippmj soparallily 2"3 SF Slagle tuse i 120, 277, ASW2BBW Surtacn.-mountod 2SOM' SH3 Segrmnted Typo 111, 347V, rya T6, TRV t 2460 DF Double We (21i8, 240, bac* hitx ASW2WG Wrin- guard 329MI asylilmottie - 211 49DV, rj?a T9.. TBV) ASWVG Vandal guard 350MI SH43C Segraented Type IV., EC Cnitirgo-rim1 , circuil MOW: torward 1hinw, -747 (11101ft/ lrfax; lamp "fit Arthitir.,rt-cral ror.oltirs" Higb e Ks ssure cd I W n slurp C111i 'iff 4001, S W rida rd 1pxlljrpd 2405 SR4W Sequinirilpil Tyfw. IV stein TO' OHS [Luaitz restrike system DD8T Dark hranw.. wi-L, 250S Wdo, forward thmw TBV' 4160kiv max. laml) lent OSST Sandslunp G7 'Nall gradirg i tie] lidpd,11 DNAT Natural alurflinurn 400S SP Tight Sprit ell Enhancedc(attision; DWHG whill! rti-tsislatice OBLB Black CRT Nuit­sfi.k pittlec live coaling ;black omly) Cilitilmal textured colors PE PhoklelpIctrip, CPU- DBNH Bronze butiou itipt, (nfa T8, TRY DSPO Dark gray or NIVOLT)l DSPJ Uqht qr1y MITES: CSA GSA Certified DSPE Green I Mugbt: urdere-d vilh SCWA NOM NONI Certified LPI L-Arrip included DSPG Dark Fed OSPF Rust 2 Nluyba ordered vorith SWA LILP L"s liriqi DSPH Red S RAOfimq. EC23 rFithim-Fid jarWl lamp. SCWA Super CWA Pulse Stitt 4 un. EC o- sp optic osirot t.,- omosx, :owtor. HS H0LISQ_1-SIJPd shield': to Consuk factor,, lot availabilit., in Canada. in Qwadw, ships is UIV,147 In Earmda'o. in C inada% Not waitabta,.%ith ZODS, 9 Must be ordered with fixture, nnnot be fiald installo4 10 Amiliabla onlyoMth S112, SR3,and SIM distfibutleffi. 11 Additional arclotitoctural colom available; see wmex.litilicinkerATI ter Mora iritarwaftrL Outdoor Shoo*. ASVV2-M-S RM - 055 ASW2 Metal Halide, High, Pressure Sodium Budding Mounted ASM 400M SR2 TEST NO: LTIL13862 ASW2 400M S113TEST NO: I-TI-13854 'Ro:' PI :'PT .11 um'4 hV_LL!Vff%A`k4_ 'X Ij .5 lit X Ir 47 I .1 lot rl mountinq hd ght, lrjrft rMod lurnionso. X74, 72.4% ASW2 400M SR4SC TEST NQ LTL13856 ASW2 4NM S194W TEST NO: LTt_1-3&5B s) ISw L_LM %AW'E PX-T if;xtowictoi Ld LL Z Ct it' V, CA 41 ro P n FevAcmd I eval Lier. bas od on 21,,* F000lloandlo %-Awm briqd ont 21)' mullung hlXQhIz320(10 rated turrooft-.. luounting height. 320,00 ratcd lumorls. Lun-cram HfLwwv05.3% Lumircire 1:Mm=y. 78:.46 fA A It ITHo aAM IA "4 GHMV, G "111111111W Outdoor Lighting Phonm77u 922 90du F-ax:779 $10 12u9 Sheetk ASM-M-S ��jlq.14 UCrf Upgag Uivip, Inc_ 'jXF) wNtWidlorlia.L0111 -STORM DRAIN SCHEDULE 5-MUCT'. TYPE LENGTH j Top mv IN INV OUT PIPE EX MH 454.15 450.63 450.53 13.3 LF - 15in HDPE @ 2.8% A-1 W-1-1 N/A 4156.00 453.00 451.00 105 LF - 151n HDPE @ 3.8% A-2 DI- 1 N/A 459.66 457.10 457.00 10.8 IF 15in @ 1.9% A-3 DI-1 N/A +60.64 457.30 _HDPE B-1 FES N/A N/A N/A 461.51 49.1 LF - 15in HDPE @ 2.4% B-2 DI-1 WA 469.00:1465.74 462.69 81.1 LF - 15in HDPE @ 12.4% DI-3C N/A I 479.771 1 475.77 0 + STORM D RA! N 'A' PROFILE H I 11=20'V 1 "=5' B- B-2 yB- cl'> B-2.] B-3 z r_� co 0 %0 _V + + Lu J CL T Z U uj LU 485 - - ----- 485 480- 7­_ -1480 S" NG G PRO10SED G KADE 475' J. 470 470 J 465 01' HDOE @ 2- 460 455 J 450 -1450 Ln Ui 7­_ Z 0 0 0 1Z Z Z 0 + *PROVIDE VDOT STD, IS- I INVERT SHAPING AT EACH STRUCTURE WHERE FLOW DROPS EXCEED FOUR FEET. ate STORM DRAIN B" PROFILE H 1 11=20' V 1 "=5' BENT TREE DESIGN, PLC - - - E ARCHITECTURE, ENGINEERING, & PLANNING- 908 EAST HIGH STREET, CHARLOTTESVILLE, VA 434-220-2551 V) Uj U Z V) LLJ LL < Z Z Imu Z 0 < T. Uj _j Z Lou a cj :5 Liu U < M. j U. A u0i 0 0� F- 0. P" SCALE: AS NOTED ISSUED: 06.06.06 NOTED 06 -DRAWN B51".- SEVERF REVISIONS: T TS S I. 8-30-06 AGENCY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Rent Tree Design, PLC. These plans may not. be assigned to a third party without first written authorization of Bent Tree Design, PLC. @ BENT TREE DESIGN, PLC SHEET OF 11 J.N. 0602 �� � n. i 1 � -t• �� � r t . r � j'u4 } �� � s F ,�' •f 41 f ?3 j j 1t(3 a S� E •f,4 / r' � f 1 j ( r ]5} I 0 87 Ac. + 't s f 1+ �i IP TS I LIMITS OF CLEJ AND GRADIING- I' i { { r s fi r, i 3 t SHADED AREAS REPRESENT 25% OR GREATER SLOPE GRAPHIC A IC SCALE 20 0 10 20 40 80 (IN FEET) I inch : 20 ft. �i :J { r "r THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY trldo � 0& BENT TREE DESIGN, PLC LANDSCAPE ARCHITECTURE ENGINEERINQ & PLANNING— 908 EAST HIGH STREET, CHARLOTTESVILLE, VA 434-220-2551 y ,.Y yy((( T Q i Y V) 3 I UM1 F Z CL LJU j 0 LL z F- 00 0 Z O LLJ C,3 i Z Z LJJ O LU ! , qS{ �' 4 W U Q J CZ yk Z l Lu F O p5. F V l {i Y F F l 1 st SCALE: I" . 20' ISSUED: 06.06.06 DRAWN BY: SEC/ERE REVISIONS: All rights reserved: No part of the material protected by this copyright (plans, ideas, designs; sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without'written permission from Bent Tree Design, PLC. These plans may not be assigned to a third party without first. written authorization of Bent Tree Design, PLC. © BENT TREE DESIGN, PLC 1. SET THE STAKES. C;-- 7P j),11, 6'MAX, �j % JJ_� 11 FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO TRENCH. 2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 7, it, 1 f M Ifi 4. BACK FILL AND COMPACT THE EXCAVATED SOIL FLOW I -I_ I �. POINTS A SHOULD BE HIGHER THAN POINTS B. DRAINAGE WAY INSTALLATION SILT FENCE WITHOUT WIRE SUPPORT DRAINAGE SWALE DIRECTS FLOW TO 70'MIN. SEDIMENT BASIN r\ 2% 2% 7i . . . . . . . . . . . . . . . . . . EXISTING GROUND FILTER CLOTH 6" MIN. SECTION A -A 3" BM-2 ASPHALT TOP COURSE EXISTING PAVEMENT \_6" 21 A AGGREGATE BASE EX - CURB OR EDGE OF I PAVEMENT 70'MIN. a- B ASPHALT PAVED 12'MIN. WASH RACK AfI D fA EXISTING MUST EXTEND FULL B POSITIVE DRAINAGE TO PAVEMENT WIDTH OF INGRESS SEDIMENT TRAPPING AND EGRESS OPERATION DEVICE 12'MIN. 2.0% I IL-t 1_1% %-L_%-11 F1 SECTION B-B NOTE A MINIMUM WATER TAP OF I MUST BE INSTALLED WITH A MINIMUM I BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. PAVED CONSTRUCTION ENTRANCE DETAIL N.T.S. PLAN AND SECTION .TEMPORARY (DIVERSION DIKE SECTION RUNOFF WATER 18" MIN, WITH SEDIMENT-7 N.T.S. —GRAVEL* (12" MIN. DEPTH) SEDIMENT FILTERED WATER \--WIRE MESH ..SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEI, SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. GRAVEL AND WIRE MESH DROP INLET 4_SEDIMENT FILTER N.T.S. SECTION N.T.S. INITY- MAID Le end S F)= 2000' CE TEMPORARY PAVED CONSTRUCTION 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ENTRANCE E. & S. STD. & SPEC. NO. 3.02 WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA CHARLOTTESVILLE EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CSX SILT FENCE CONTROL REGULATIONS. PA X_X E. & S. STD. & SPEC. NO. 3.05 2, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, HARRIS � ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL ROAD STORM DRAIN INLET PROTECTION INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND E. & S. STD. & SPEC. NO. 3.07 CLEARING. OLD 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. LYNCHBURG DD DIVERSION DIKE 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN IINDICATED ON THESE PLANS (INCLUDING, ROAD E. & S. STD. & SPEC. NO. 3.09 BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY 1-64 EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 53 MONTICELLO ST TEMPORARY SEDIMENT TRAP 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES SOUTHERN SITE VC E. & S. STD. & SPEC. NO. 3.13 NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. PARKWAY 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND MILL TEMPORARY SLOPE DRAIN DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. CREE MILL CREEK E. & S. STD. & SPEC. NO. 3.15 8. DURING DE -WATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DRIVE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF OUTLET PROTECTION RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL REY VI E. & S. STD. & SPEC. NO. 3.18 DEVICES SHALL BE MADE IMMEDIATELY. CO TOP SOILING moo= MILL T TO E. & S. STD. &.SPEC. NO. 3.30 CREEK PS PS PERMANENT SEEDING E. & S. STD. & SPEC. NO. 3.32 MU MU MULCHING E. & S. STD. & SPEC. NO. 3.35 DC DUST CONTROL E. & S. STD. & SPEC. NO. 3.39 THIS SHEET FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY Aj BENT TREE DESIGN, PLC —LANDSCAPE ARCHITECTURE, ENGINEERING, & PLANNING-- 908 EAST HIGH STREET, CHARLOTTESVILLE, VA 434-220-25SI cn W �=M LU 0 U zZ Z 0 0 0 0� U Z 3� �z�Z > W�Qo U LU _j ce- Z F_ Z Q m �LU UQamo 0 V) 06 Z V)o O ar.0 LLJ SCALE: AS NOTED ISSUED: 06.06.06 DRAWN BY: SEC/ERF REVISIONS: All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Bent Tree Design, PLC. These plans may not be assigned to a third party without first written authorization of Bent Tree Design, PLC. C BENT TREE DESIGN, PLC SHEET OF I I J.N. 0602