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SDP200300065 Plan - Approved Minor Amendment 2004-04-10
- t r TAX MAP 7,7, PAIR..Ct7-d , " L BROADWAYSTRE ALBEMARLE COUNT"Y",\,17..!,,.'-.-!,,�,GINIA DRAWING LISrr 1 of 9 SITE PLAN 2 of 9 EROSION CONTROL PLAN 3 of 9 EROSION CONTROL DETAILS 4 of 9 ROAD PLAN 5 of 9 LANDSCAPE PLAIN 6 of 9 LIGHTING PLAN 7 of.9 LIGHTING SCHEDULES 8 of 9 UTILITY SITE PLAIN 9 of 9 GRADING PLAN NUH op a Morgan -Rhett p 0 0 414 E. MARKET STREET, CHARLOTTESVILLE, VA 22902 TEL:804-963 4600 FAX:804-963 4654 E-MAIL:jrhuch@cfw.com PROJECT REVISIONS TITLE COVED SHEET SHEET NUMBER / DATE FEBRUARY 27, 2004 DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES TO ARCHITECT. GENERAL WATER AND SEWER CONDITIONS GENERAL CONSTRUCTION NOTES FOR SITE PLANS GENERAL NOTES 1. Work shall be subject to inspection by Albemarle County 1, Prior to any construction within any existing public right-of-way, including connection 1, ACSA to size all water meters Service Authority inspectors. The contractor will be responsible to any existingroad, a permit shall be obtained from the Virginia Department of Transportation 2. All signs will require separate permits under 4,15 of the Zoning Ordinance. _ - for notifying the proper service authority officials at the start of the work. (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. 3. Structures must be constructed and separated in accordance with Table 401fire resistance ratings- 2. The location of existing utilities across the line of proposed work are not Where any discrepancies occur, the requirements of the permit shall govern. of structure elements of the BOCA Basic Building Code. are not necessarily shown on the plans and where shown, are only 2. All paving, drainage related materials and construction methods shall conform to current approximately correct. The contractor shall, on his own initiative, specifications and standards of VDOT unless otherwise noted. _ 3 89.0'- locate all underground lines and structures as necessary. 3. Errosion and siltation control measures shall be provided in accordance with the approved 3. All materials and construction shall comlpy with general water and errosion control plan and shall be installed prior to any clearing, grading or other construction. sewer construction specifications as adopted by the Albemarle County 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable Service Authority on Jan. 15, 1998. slope is 2:1 (horizontal: vertical), Where reasonably obtainable, lesser slopes of 3:1 or better OF 4. Datum for all elevations shown in national geodetic survey. are to be achieved. , - - - J - _ _ - - - - - - - gI INE ;��1 pr ' / SIGNAL LINE 5. The contractor shall be responsible for notifying "Miss Utility" (800)552-7001 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the CENTE L�l ` ` 6. All water and sewer pipes shall have a minimum of aft. of cover measured from Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary 4 _COMP _ - - - � � / / the top of pipe, over the centerline of pipe, This includes all fire hydrant lines, in order to stabilize a drainage channel. N1�J yY A ' ` - / i C 2 / Service laterals and waterlines etc. 6. All traffic control signs shall conform to the Virginia manual for uniform traffic control devices. + IO RIES) / l s � g 389.5 , 7. All water and sewer appurtenances are to be located outside of roadside ditches. 7. Unless otherwise noted, all concrete pipes shall be reinforced concrete pipe - Class III, & ®Y �yfDT� - _ - - LLE FENCE U 8. Valves on deadend lines shall be rodded toprovide* ade uate restraint for the 8. All excavation for underground pipe installation must comply with OSHA Standards for the Pf" QF,I� - GNA LINK q g P p p Y g1GHT' / / � 6' HIGH CHAIN valve during a future extension of the line. Backflow prevention devices will be Construction Industry (29 CFR Part 1936). r (� on all domestic water lines. _38 o - 0, / / 20(3)10 30.3 , 1 5 v`�Ei �2 STS� Q,X10'CON RYr1� wYIE� - t 41R. 1 /� - 390.1' �'b O��;LL - �1�gpl� r\ / S R� , 50'R. 5'R. �7.96'�, IRON BRIDGE / �� / , 5g�� E / / / 50.SR. S80 a7 / / r' / DUMPSTER SET I / "1 IRON / 14 CONCRETE PAD) / / _ J ,�(6 GH MANRY ENCLSET 9S URE) p9.9 00.3 / FUTURE \ / / / O/ / �� , / / /U 43'I/ / TRANSFORMER E-+ FUTURE $� I �h' TEL. IBOX UND FUTURE �: "Yv Il II / / /' / T%AtsFORME» / �6 , Yvo LOT C '� / / / / / TAX MAP 77, PARdf,�40 C2 (VAC EACH OUTDOOR LUMINAIRE IS EQUIPED 20' 213 / / / / / / CHESAPEAKE & OHhO �Y CO. WITH A LAMP WHICH EMITS 3,000 OR MORE \LOT n uTTRE o 0 0 30,783 SFLOT / / / / / , / / DBr274=70-_ INITIAL LUMENS AND SHALL BE A FULL CUTOFF \ TESL INGROU�ID / O N / / / ,/ / / - ( ` ox \ 24 h' / BUILDING 3 / / / / \ / 19 796 SF OT \ �� / LUMINAIRE OR A DECORATIVE LUMINAIRE / 1 / ' \L \ \ \ \ b t ` - (N01�COMBUSTIBLE MATERIAL / / i /� / / SCOTTSVILLE DIrSTRICT / WITH FULL CUTOFF OPTICS. B UILDING-4 d � - Q, � � FF = 384, 0 j / / � � ! / CURRENT USE: VACANT� _ PROPOSED USE: CGHTTNDUSTRIAL THE SPILLOVER OF LIGHTING FROM \ N ^4'e a (N?N-COMB USTIBLE MAERIAL) / ,R �"' C7 �b 5,120 SF BUILDING / / / / / // / / L'I �) FF = 380. - / \ \ �` / / / / PARKING AREA LUMINAIRES ONTO M 1 _ ° AREA BIGGER THAN 4,�00 SF / o (NO / / / / ZONING: L I / PUBLIC ROADS AND PROPERTY IN 5,120 SF B U DING / / ' o WITH 2HR FIREWALL SEPARATI ) / ( RESIDENTIAL OR 'RURAL AREAS ZONING -- 1,8.56-SF-OPTICS ! e ^`� / - ` (11) Pri1<K�G-S��ACES / / / / C7 \ � 3i�„ � J ._ / / / LAND USE-S�MARY; DISTRICTS SHALL NOT EXCEED 3,264 SF WAREHOUSE o U ti PVc - - (1) IIC SPACE q BUILDINGS: 20 480-SFFOOTPRINTS ONE-HALF (1/2) FOOT CANDLE, (WITH _2H_R_FIRE ALL-SEPARA-7 ON) O I CO / / / , �ti• / / Owner is EDWARD%L.L.C. 1 TRAVELWAYS AND PARKIN 46,350.8 SF (11) PARKING SPACES n� o �nh %8 / I IMPERVIOUS AREA: 66,831.81 SF ALL OUTDOOR LIGHTING SHALL BE 2. / \ n, / FUTURE ' (1) HC SPACF� \ ,, ,, r "C o 4.5 R / � � \ ° / ( GAS METER / / � < OPEN; 26,583,19 SF (28.46 /o) ARRANGED OR SHIELDED TO 0Wner is EDWARD, L,L.Ci , q 'y / / TOTAL SITE: 93 414 SF (2.14 AC REFLECT LIGHT AWAY FROM ( l l / / i / 64, FUTURE \ C \ 64, / } l �b� ( ) ADJOINING RESIDENTIAL DISTRICTS / GAS METER \ G 2 5 R. \ \ 1� l / / , ` OWNER: EDWARD, LLC AND AWAY FROM ADJOINING RESIDENTIAL STREETS, / C / / \ ' �' l / TOPOGRAPHY: ROUDABUSH & GALE (USGS) l l I / 1 / l ( - P u -� 2s���y / ( PLAT DATA: KIRK HUGHES & ASSOCIATES ALL SIGNS WILL REQUIRE SEPARATE 2. R 7 PERMITS UNDER 4,15 OF THE a THIS PROJECT IS NOT LOCATED IN A ZONING ORDINANCE. 9 IRON COUNTY RESERVOIR WATERSHED / I I / .� tU 2 / huh . \ `�� / ( SET STRUCTURES MUST BE CUNSTRUCTED / G I THIS PROJECT DOES NOT LIE WITHIN AND SEPARATED IN ACCCORDANCE 1 1 31111 GH I / I NC, S'I l �`� b U /_ G \ 64, r -� 15SPHALT BF I bEy[rA l 2; �N , // - _ �O rV L / I THE FEMA WITH TABLE 401 FIRE RESSISTANCE 18 9.C. (TYP.) j I P M , O / 100-YEAR FLOODPLAIN RAVINGS OF STRUCTURE ELEMENTS FUTURE /i�Sp G / / l VA S OF VIRGINIA, INC. OF THE BOCA BASIC BUILDING CODE GAS METER / RELOCATE POLE/ \ / / / / / y \ // /' DB 981-94 MAXIMUM NUMBER OF EMPLOYEES = 40 ANCHOR WIRE / -3� // / / i n" l / ( a' \ LOTS 4 &5 MAXIMUM BUILDING HEIGHT = 35 PARKING SCHEDULE: DB 866-306PLAT BUILDING 1: (1 SP / 1 EMP @lOEMP=IOSP P.P. # / / / / / / / / / / / ! FUTURE / I ;�' LOT !�' \ 1 l TAXMAP 77-40L FLOOR AREA RATIO: 80'X64' + 80'X64" + 80'X64' + 80'X64' + 2 CUSTOMER SP = 12 SP(REQ'D.) 12 SP PROVIDED TRANSFORMER / / q b - I LOT "A" I l Q c� •i 0 17,574 SF I O / / LI = 20,480/93,414 = 21.92 % BUILDING 2: (1 SP / 1 EMP) @ 10 EMP = 10 SP / / / \ I FUTURE , ,g w I ti 1 (MANUFACTURING) LOT COVERAGE: 80'X64' + 80'X64' + 80'X64' + 80'X64' + 2 CUSTOMER SP = 12 SP(REQ'D.) 13 SP PROVIDED l l /ll / 11 M I3/ 0��" 4.5'R / / / / 25,261 SP LOT TEL, BOX U% D 'v / BUILDING Z U /1 = 20,480/93,414 = 21.92 % BUILDING 3: (1 SP / 1 EMP) @ 10 EMP = 10 SP 10' 0" PARING SET ACK / `\ / / BUILDING 1 / I (NON-C/'6MB Z7STIBLE NIATERIAL) � / / + 2 CUSTOMER SP = 12 SP(REQ D,) 12 SP PROVIDED 1 S7,0,, / M (NON-00IMBUSTIE 11�IATERIAL) / / / / FF = 374.0 / 3'I7 8 - �'�� I BUILDING 4: (1 SP / 1 EMP) @ 10 EMP = 10 SP 4 5,120 SF BUILDING O� l//� ,�� L/ �� G� + 2 CUSTOMER SP = 12 ' /b^r/ w FF = 3174.0' v �l TAX MAP 77 PARCEL 40-C2 (VACANT) M SP(REQ D.) 12 SP PROVIDED / l 11 ° / �° l / l 5,120 SF BUIDG. / \ R p 1,856 SF OFFICE q / / PLANkING DEPT. DATE NOTE: ALL BUILDINGS ARE CLOSED TO THE PUBLIC /i CHESAPEAKE & OHIO 3,264 SF WAREHOUSE / / RAIL WAY CO. PARKING REQUIRED = 4$ SP /(NO AREA $IGGER THAN 4,300 ��F(WITH 2HR FIREWALL, SEPARA(Tl _ _ V ' I DB 2 74_ 7Q PARKING PROVIDED = 49 SP WITH 2HR FI WALL SEPARA77ON) 'o o ,/ l / / WHEEL STOPS ) // l- C7 ^J �h h / (12)PARKING,S'PACE�S �' - G l ``��"�C�iS' G� �E� �� /�G(/ (TYPICAL) IIl / u / / / (I1) P RKING SPACES I �yC�' v , ,, �� /®� / r� COL (1) HC SPACE / / / ZONING DEPT. DATE a 4 d d o op o HCSPACE I 00 �: e ° /ti OR Irk LUP er is EDWA L.L.C' I ty ° o soc3p oQo �� O Fjj�% `� 0 0 o p Q] Owner �s EDWARD, L,L.C,\ a ( / C� R O I °p . Th' y / / ICvti°° p �o o° CHEC AM / I //' ' I O l 1l V l s UB „S�, /l 6„A� / T GG. "/ PLA TER v C / �� ENGI EERING DEPT. DATE 0 0° oflap Op 00°0�` `7 0�o OO DO A / / I / 11 / RO IDE PAINT STRI 9 G �V > GAS METER I 0 00 d4 io ° Oo0 eery p �p Q C (fiYP.) / / 3 HIGH ��q, �[[ , \ \ T E PARI{ ` �' /Z,RETAILING WA L15'ASPHALT BERIYI 1 18 R. ( / ��'t 4 d� po ° O ! � ° o� o ° o�pa o p°o � o �� RIVERVIEW I \ \ / ���. I � f! L' L �' y1 L. `l QC% ?0(5 °4oppop nQ do o Op C TERY 18 0,' (TYP.� (-', �. - . - . - / _ _ r2 - - ELECTRIC I Cs. w,, CJd Q o Q Q,3 o 0nn 00 CG-2 �. -Sh,A� - - . - � ELECTRIC METER � � c7 pa o eo o p,o ° qq� 4 Q 50 BUILDING SETBAC - \ IN PECTIONS DEPT. ATE p a ?AI C ON CONC. PAD o O 0 0° © o° o <}° �p ° 00 o04p O ER \\ \ DUMPSTER \ \ O \ \ C g H / �� y 00 / DUM 20TCONCRETE P O Qp�pO o o OOOoOo \ / \ 4 ( / ° OO ra q O O p (f-41 X 14' CO' CRETE PAD) y N \ � \ , � 5 SP L BE � ( / 7� o � o i �" \ - . _ . � \ � l 1 .C. (Y .) ` . INGItiOUND MASONRY E CLOSURE) / t�'Y `�.`7 �/' o oCyO / ( (6 HIGH MASONRY EN .LOSUR'$J. �r - - \ ACSA DATE �' R �8I� YR TEL. BOX ONC. UTMENT / / \ 8' _ ( /// � � w S �. � \ \ - '� 6'R � _ _ _ - � --P .TAT o ' TO REM�;IN TRUCK BACK / UM STAT r _ - - - - ` RINDER ✓A' 1 J �` !ri K✓� .I / 7 / �/ o p ° q po do o m o aO O / } - - - - 24'-U" IIE - -3& --PUMP ST-A ° ° - - _ _ _ IRE MARSHAL DATE O O o o ° o PROPOSED BMP #I � - '-- 10' o_ _ Q o POWER POLE / \ _ - s4"-RCE(DBTENTION) - _ _ 5 INSTALL -SANITARY - o b C�SO00 # / / - - - -3ORCED MAIN LINES - \ _ IRON \ 15 - - - _ - - - - - T J� �JNDER OMP-92 WITH - (2) 2 FORCE MAINS c� � �' �RRON ��//9 � \ - - - - -- - - - _ - _ - - �E - - P.P. REQUIRED VERTIVAL - TO BE INSTALLED AT -- . -- AR RY \ SET _ ^ _ _ _ - - _ _ - _ " _ _ 2. 1 �'ROP SED B _ _ - _ RATION - A MIN, 36" DEPTH AND $ s \ / -TIMBER RETAINING WALL 'MAX.- WM EMBLY - - - W 4 uj - 1 P P - - _ - %� - - , _ _ _ UNDER WL WITH 18" ° o _ - -t - RON SE1 _ . MIN. VERT. SEPARATION (2) FORCE MAINS �Jp q QD o r / _ _ _ _ . - - E : P,"ED 01TC-H - - - - - - - SU BLOC -EX. VED H-' =- t-DOT-#1 AG'P: - TO BE INSTALLED -.-.-. - :_�--.-.-.-.- 2 F.M. OO oQ0 °cam c / - i - i _ UNDER WL WITH ' A. ELEC. & POWER CO. T SITION 21" C P 'ram`+ 21" CMP / T SITION - " � ca !moo aa 8jo 2 F.M. 18 MIN. SEPARATION Q off° (NO RECORD EASEMEN�FC3UND) TO EX. PAVED DITC / 30'R I PIPE / 30'R / / TO 2 ED DIP CFI 2' F.M. / w 9 W � B 0 0 0 VV 11 ....... :',i YY% '. / �J1J - Q �<.1 O� U �0.69p A �V / `r 9 1��p�b :::.PING'.:: ":•;f :: ......... 0 / w " G I G G SILE VE �& VALVE 1--f n ..... .....: A. EXIST. 8" WL BROADWAYSTREET VA III S \ (60' R/W) DB 675-32 Q PLAT \ \ \ 24' PAVEILIENT\ \ BENCHMARK LOCATION USED FOR SURVEY BY ROGER W. RAY & ASSOCIATES, INC. 05-05-03 RAILROAD SPIKE BY POWER POLE (TA-20) @ S.W. CORNER OF CARLTON & NASSAU EL. 400.43 If 56' EASEMENT DB 675-326, 327 PLAT DB 475-164, 168 PLAT LINE BEARING DISTANCE L 1 S 050 32' 08" W 29,28' L 2 S 180 06' 43" W 26.00' Cn NUMBER DELTA RADIUS I TANGENT ARC CHORD BEARING CHORD C 1 90 09' 35" 1597.28' 127.95' 255.35' S 890 0241 "E 255.08' C 2 11 0 46' 59" 1597.28' 164.82' 328.48' S 78° 34' 25"E 327.91' C 3 210 05' 36" 408.40' 76.04' 150.35' S 430 21' 48" W 149.50' C 4 10 42' 36" 408.40' 6.09' 12,19' S 540 45' 54" W 12,19' / -�-- G G G G cs1 i THE PAVEMENT RESTORATION \ FOR ALL UTILITY CROSSINGS \ \ WILL REQUIRE MILLING AND ------ OVERLAYING OF ROUTE 1115 FOR A DISTANCE OF 10' ON EACH --�- SIDE OF THE PROPOSED CROSSINGS - GRAPHIC SCALE 1" = 20' 0 20 40 60 CIO A u p I M t.00l �1."I H OF d ° Morgan RW ;;ert. No, 7'Q4 414 E. MARKET STREET, CHARLOTTESVILLE, VA 22902 TEL:804-963 4600 FAX:804-963 4654 E-MAIL:jrharch@cfw.coai PROJECT dh V r 1 •r REVISIONS 09-17-03 SITE REVIEW COMMENTS 01-21-04 PARKING NUMBER REVISION 02-27-04 PLAN REVIEW COMMENTS 03-17-04 REVISED GRADING / UTILITIES 03-24-04 PLAN REVIEW COMMENTS 04-08-04 PLAN REVIEW COMMENTS TITLE FINAL SITE PLAN SCALE 1" = 20'-0" SHEET NUMBER / DATE of AUGUST 25, 2003 DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES TO ARCHITECT. Silt Trap #2 Concentrated drama e shall be canoe ed down slo es In non -erosive channels or storm Drainage Area (ac) : 0.65 9 Y P Wet Storage Req (cy): 43.55 GENERAL EROSION AND SEDIMENT CONTROL NOTES sewers designed to carry the 10-year storm. Dry Storage Req (cy) : 43.55 ES-1: Unless otherwise indicated, all vegetative and structural erosion and Total Storage Req (cy) : 67.1 sediment control Practices will be constructed and maintained according The acceptance of approval impiles that the applicant has agreed to use the materials as Elev Side 1 Side 2 Area Vol Vol - to minimum standards and specifications of the Virginia Erosion and Indicated on the erosion control plan, attachments and samples submitted. Any change in (sf) (cf) (Cy) - - _ - - - - - - - - - - - - - Sediment Control Handbook and Virginia Regulations VR 625-02-00 approved design or materials will re uire an amendment to the Ian and must be reviewed Low Point 361.0 6 25 150.0 - - - - - - - - - Erosion and Sediment Control Regulations. and a roved b the Count of Albe arle En ineerin Department. 1: 1 Side slope - - - - ES-2: The plan approving authority must be notified one week prior to the pre- PP Y Y 9 9 P �� Bottom of Weir: 365.0 14 33 462.0 1224.0 45.3 wet - - construction conference, one week prior to the commencement of land 2: 1 side slope - disturbing activity, and one week prior to the final inspection. The developer shall reserve the right to install, maintain, remove and/or convert to Top of Weir 387.0 22.0 41.0 902.0 1364.0 50.5 dry- ES-3: All erosion and sediment control measures are to be, placed prior to or as permanent structure all erosion and sediment control measures required by this plan Weir Length (ft) : 3.9 J - _ _ _ - JV the first step in clearing. regardless of the sale of any lot. Weir Height (ft) : 2.0 ES-4: A copy of the approved erosion and sediment control plan shall be Top of Berm: 386.0 maintained on the site at all times. Top of Weir: 387.0 _ _ - ES-5: Prior to commencing land disturbing activities in areas other than Berm Width (ft) : 2.5- indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control p _ _ -- Plan to the owner for review and approval by the plan approving authority.- ES-6: The contractor is responsible for installation of any additional erosion - control measures necessary to prevent erosion and sedimentation as _ - _ - \ ) < = i determined by the plan approving authority.- ES-7: All disturbed areas are to drain to approved sediment control measures atall times during land disturbing activities and during site development - until final stabilization is achieved. ES-8: During dewatering operations, water will be, pumped into an approved filtering device. ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. Existing vegetation: mostly wooded No off -site borrow or waste areas will be required for this plan. i 'CERTIWATE HQ, Broadway Court Erosion/'Sediment Control No atrve December 20, 2001 (rev 10/ 4/06) PROJEGT DESCRIPTION The project consists of co struction four buildings with necessary parking and utilities. The project will be, done in two bases, phase 1 being rough grading and construction of building 2. / /^ ' ' \ / / / Phase 2 will be, fine gradin of the remainder and construction of the additional buildings. '� / \ ' • r / ° 1 / / / / / / This will require an amend d erosion control plan be, approved before proceeding. The total ( / / disturbance is 2.1 acres. EXISTING SITE CONDITI NS The site has been cleared. ADJACENT PROPERTY The project has road f ontage on two sides, the railroad on anotber and VAS of Virginia manufacturing facility t the east, FUTURE / �r1�j / OFFSITE AREAS TRANSFORMER \ / / / 1 / / J / Excess material is to a wasted at an approved site to the city of Charlottesville. FUTURE \ / / \ SOILS INGROUND BOX / / / / Braddock Loam on 7 157 -slopes is a drop, strongly sloping, well drained to excessive) P P� 8 Y p e. Y \ \ \ \ / / drained soil found on ridgetops, points of ridges, and on side slopes. The surface layer is FUTURE 6 \ 1/ / / / brown sand loam ab ut 5 inches thick. The substratum is most) brown and yellow partially TRANSFORME�f �21 / / Y Y Y P Y � �\ 2 3' / / / / weathered bedrock hat crushes to sandy loam to a depth of about 60 inches. Permeability is \ o o / / / / I rapid, and available water capacity is low. Surface runoff is rapid. The hazard of erosion _ / is moderate. TEL\ NG 021ND / / CRITICAL EROSI N AREAS. i SOX\ \ v� \ / _ - / / / / There are no cri cal erosion areas.. / EROSION AND S DIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will I constructed and maintained according to minimum standards and specifications o the Virginia Erosion and Sediment Control Handbook (VESCH). i U� / - / / STRUCTURAL PRACTICES D 1. Construction Entrance- 3.02 A temporary onstruc"on entrance shall be installed as shown on the E8SC plan sheet. I/ _ 2. Temporary Sediment Trap - 3.13 OX \ \ /q.. / i / / A sine) ponds g area, formed by construction an earthen embankment with a stone outlet. C - - The purpose is to detain sediment -laden runoff from small disturbed areas long enough for CO pV / / / sediment to settle out. 3. Silt en e-,6,05 A temp a y ediment barrier consisting of a synthetic filter fabric stretched across and FUTURE / / ached t sup porting posts and entrenched. Silt Trap #1 (SIZED FOR ENTIRE SITE) / / - - - / /, G ME' R - pP g Drainage Area ac) : 2.3 / / - - \ / \ / / / 4. Tempe. ry Siversion Dike - 3.03 9 ( / / �, A , td of compacted soil constructed at the to or base of a sloping disturbed area which / \ T . 9e C"" P P g Wet Storage Req (ey) : 154. 1 5F I / / �FN / 1 diverts sediment -laden runoff to a sediment trapping structure. Dry Storage Req (Cy) : 154.1 I / / / ` / / J FUTURE \ / \ Cy "9 \ ) 5. Outlet Protection - 3.16 PP g Total Storage Req (Cy) : 308.2 \ / / i GAS METER \ \ giiv�', '' Riprop channel and/or stilling basins below storm drain outlets. Elev Side 1 Side 2 Area Vol Vo1J / / I / / / \ \ �� / 1 (sf) \Cf) (CY) / / / I �\ / / \ �O \ VEGem ora\rE PRACTICES Low Point 362.0 20 40 800.0 / 1 J l l \ �� \ Temporary g - 1: 1 side slope ) J / / / I / \ Q \ \ \ Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate Bottom of Weir: 366.0 28 48 1344.0 42$8.0 1 8/.8 / We I I ) \ \ \ / 1 rapidly growing plants on sites that will not be brought to final grade for periods of 3 2: 1 side slope \ I \� / T / d \ �_ days to one year. German Millet at 60 Ib./ac., Weeping Lovegrass at 3 lb./ac., Korean Top of Weir 368.4 37.6 57.6 2165.8 421�. 7 1/ d ) I / / - - _) ) I Lespedezo at 20 ib./ac. \ ( I �V \ (L Temporary seeding shall be fertilized. Fertilizer shall be applied at a rate of 600 Weir Length (ft) : 13.8 / I ) / Q \ \ Q� S I Ibs/acre of 10-20-10 according to the handbook. The builder may save considerable funds by Weir Height (ft) : 2.4 ) 1 �j� / r I having the soil tested by VA TECH (kits are available at the extension office and the test Top of Berm: 368.4 I 3 ,pLT I I U costs $6.00). To of Weir: 368.4 / / n\ / 15' ASPH LT BERM I / �Q p � ) ..� > 1 / I I 2. Mulch - 3.35 Berm Width (ft) : 2.5 / \ / / 1 / 16' O (typ) J 1 `�L / o / _ / Organic mulch shall be used In conjunction with seeding operations and shall be, applied at the rate of 2 tons/acre. FUTURE cL M \ 1 I / ) 3. Dust Control- 3.33 / / / I GAS METER / ` m \ \ I / Dust control Measures shall be utilized throughout this site when necessary. Typical RELOCATE POL/ AN \ RE_ / / / \ \ \ I / temporary measures include but are not limited to, irrigation, tomporary seeding barriers. These measures will aid in the prevention of harmful airborne substances as well the effects / / O I I I \ of wind erosion. P.P. # / /) l / / l J FUTURE / \ I l 1 MANAGEMENT STRATEGIES TRANSFORMER ) ° J I. Construction should be sequenced so that grading operations can begin and end as quickly as possible, NOTE: BMP's SEPARATED )) / I / / FUTURE / a I J 2. Sediment trapping measures shall be installed as a first step in grading and shall be, AND DETENTION PIPE OFFSET / / J TEL. INGROUN I seeded and mulched immediately following installation. 3. The job superintendent shall be, responsible for the installation and maintenance of all TO GO AROUND POWE�12 POLE / ) / / / / J BOX / 1 U / - \ \ I / erosion nd sediment control practices. 4. Temporary seeding or other stabilization will follow immediately after grading. / I/ B / / NO PA T OF BMP #6 or #4 / - -- _ / I ) 5. Areas which are not to be, disturbed will be, clearly marked by flags, signs, etc. 6' CHECKDAM /I I / / \ VDOT #i AGG. �/ I/ / / (including the �t o r m S e We (�) / O I 6. After achieving adequate stabilization, the temporary EIS controls will be cleaned out / / \ 20' OC (typ) / ) / MAY BE INSTAL��D / ) and converted to permanent stormwater management basins. UNTIL THE SIT / \ ) OHO / I PERMANENT STABILIZATION IS/STABILIZE'15 / / /� / ---- All areas disturbed by construction will be stabilized with permanent seeding immediately / following finish grading. Seeding will be done with Kentucky 31 Tall Fescue according to APCORDING TO / 1 ( - Std. 9 Spec. 3.32 of The Virginia Erosion 9 Sediment Control Handbook. 5-20-10 fertilizer / I shall be applied at the rate of 1000 Ib/ac and lime at 2 tons/ac. Permanently seeded areas BOUNTY INSf�ECTORS / / A shall be protected during establishment with straw mulch (2 tons/ac). H Calculation of runoff before and after development indicates that there will be a net VDOT #1 AGGREGATE P � increase in runoff as a result of project development. The bmp detention facility has been /%\ �\j //�.��\ ° �p;Q° Q�]egQ�Q� //// / STORMWATER MANAGEMENT Calculations sized to detain this runoff. are included with the bmp storm water plan. I / \ )O,° b0 Increases in stormwater runoff will be, attenuated by an oversized storm sewer providing 3' HIGH / ) U `) 6„ Limits oP °� underground detention. 15' ASPH,jLT BERM \ / 1 a C / Disturbance 1 �\ \� \ \� MAINTENANCE 1 I II J 18 OG (typ) ( I �V _ - GAS METER I /j'Uj //�% / In general, all erosion and sediment control measures will be, checked weekly and after each Q A significant rainfall. The following items will be, checked In particular: r-- C 1) The sediment traps and basins will be cleaned and maintained accordingto the VESCH. VIEW LOOKING UPSTREAM 2) All gravel outlets will be checked regularly for sediment buildup which will prevent EL RIC METER drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or ANSFORMER FLOW replaced. / / \ \ \ - \ \ / �'• ON CONC. PAD 3) Silt fence will be checked regularly for underminingor deterioration of the fabric and VDOT 1 0o b re aired as required. Sediment shall be removed when the level of sediment deposition AGGREGATE d o o P q P PIPSC Q�G C� y\� °° C�°Qoo•• po'� reaches half way to the top of the barrier. STABILIZION 3' )IGH (� / / ` oC�o4�•'�7� Q°�°o o4) All seeded areas will be checked regularly to see that a good stand is maintained. Areas A C \ Caution: Water service AT FLOW LI E\ 15' PHAL�F BER 2� l - \�/\ f�\//�i�\\' Qo 0 00°i�o 6' should be fertilized and reseeded as needed. \ must have a`3do uate \ 18 G (t 1 l INGROUND/\� i\Y �/ /�\v °Q°, MS-1 Stabilization of Denuded Areas and Soil Stockpiles FRANKLIN / // 2 \ coffer under 6MP yp TEL. BOX \�\ \��` �\�//�� °•O Permanent or temporary soil stabilization must be applied to denuded areas within seven days I / STREET / �p \ after final grade s reached on an portion of the site. Temporary soil stabilization shall Y / \ THIS SEL'T� ON OF ST01M SEWER - \N _ - g Y P P Y / ' ( MAY BE INS f LLED WITI�- RHASE 1 P _ _ _ - - _ �+ �\ �\�� \�/\ be, applied within seven days to denuded areas that may not be at final grade, but will / / 1 9 \ _ SECTION ® A \\ \\\ remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be, GKDA GFUNDER - _ _ - _ /� applied to areas that are to be left dormant for more than one year. - - - - - - - - - _ - V)T-rC-(t ) _ -- clacaj = P.�)MP-STFATI-ON_ _ Soil stabilization refers to measure which protect soil from the erosive forces of raindrop PROPOSE-D @MP_ #1 _ - yP �� - - EASEMEW _ ~�-_ ue impact and flowing water. Applicable practices include vegetative establishment, mulching, CHECK®AMS and the earl application of ravel base on areas to be paved. Soil stabilization measures / I POWER POLE J ---54-=RCP --- - - _ -� _ -- -___ - __ ` I y PP g ( \-id�tentiorl� - - _ __- should be selected to be appropriate Por the time of year, site conditions and estimated # - duration of use. - - _ - - - - / � - (2) 2" FORCE MAINS -'--�i MS-4 Timing and stabilization of Sediment Trapping Measures - _ - - E - - - - - _ _ _ _ - - - _ - • P # - _-� - TO BE INSTALLED AT I Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to - - _ _ _ - A MIN. 36" DEPTH AND trap sediment shall be constructed as a first step in any land -disturbing activity and shall TIM�EFi I'ciN�N6 WALK x) - UNDER WL WITH 18" I be made functional before up -slope land disturbance takes place. - _ - SEM - _ _ - _ _ P. P. - - - - c�RnR -��z _ _�� _ - _ X �(VEIlT -� r ,�Y X (2) FORCE MAINS MS- 5 Stabilization Measures EX.�A ITCH _ E _ VE13 - - -2 - _ TO BE INSTALLED Stabilization measures shall be applied to earthen structures such as dams, dikes and - - UNDER WL WITH diversions immediately after installation. I TRANSITIONI 21" M n ter servlc TRA IT -ION / - 2 F M 18" MIN. SEPARATION MS- 17 Vehicle Access ELEC. G POWER CO i- mi. h -�, Where construction vehicle access routes intersect paved public roads, provisions shall be, (NO RECORD EASEMENT FOUND) /T0 EX. PAV D DI CH / OP %ver or MID 1X/TO VED DITCH w made to minimize the transport of sediment by (vehicular) tracking onto the paved surface. i _ 7- _ -I --�W _ i W / -� - W / r Where sediment is transported onto a public road surface, the road shall be cleaned W / 8X6" TAPPING / / / / I / / thoroughly at the end of each day. Sediment shall be, removed from the roads by shoveling or SI E E A J swooping and transported to a sediment control disposal area. Street washingshall be, G G D-I2LI=��1N T�-1�-�ACH '�"w I G I G G G I - G ( G allowed only after sediment is removed to this mannor. This provision shall apply to `� WATER TO DRAIN TO SILT TRAP AT ALL IMES. SHALL BE A minimum waiter to of i' must be in balled with a minimum I ballcock sb toff valve G p � 1 G � individual subdivision lots as well as to larger land disturbing activities. EXIST. 8" , I CONSTRUCTED SO AS OT TO RECEIVE STbRMWATER I I suCJ:Qpplying a welsh hose with a diameter of 1.5' for adequatelcanstant presaure. Wash W 13ROADWAY ST (RT 1115) \ MS-16 Disposition of Temporary Measures +I� \ FROM THE EXISTING OADSIDE DITCH. \ \ water must be�carried away from thelentrance to an approved settling arm to remove 1 All temporary erosion and sediment control measures shall be removed within 30 days after EX \ sediment. All s dtment shall be prevented from entering stor drains, ditch s or water - final site stabilization or after the temporary measures are no longer needed, unless THE FIRST SECTION OF STORM SEWER UP TO AND INCLUDINGSTRUCTURE 1 courses. otherwise authorized by the !oval program administrator. Trapped sediment and the disturbed D \ \ \ J soil areas resulting from the disposition of temporary measures shall be, permanently ®� \ MAY BE INSTAL!_ED AT \T IE START OF CONSTRUCTION \ \ \ \ \ \ g P P i P Y � \ stabilized to prevent further erosion and sedimentation. m W m n rn Q m Q 0 CTI CU CU Q w J J H US LU w - i- CD J Q U C Q 0 rn m Q J 0 v ti w a 0 r m m z 0 H H w 0 z m v v v 0 0 0 0 \ w \ \ \ N \ O \ \ \ 0i m m cv r m N W L 41 C U v 41 c + L N a)C O E E to N u E Z E C O O E O ti 1- U U H 47 U to m m H \ (U N cli ¢ (U N w U v E cu 0 v m cv Z -1 U Q 1 �7 '-I O Q I-' I --I C.D __J n- M � W __J O U O U CT [c <C I- < O O U < LLJ Z O• M O � lam. Q EL 1--1 m :�: Q U) m� O _J FF Q X W Q DESIGNED BY DATE TM 11/7/03 DRAWN BY DATE TM 11/7/03 CHECKED BY DATE FILE EDIT vicGjohn - SCALE 1 " =20 DRAWING 1: 1 PLOT PROJECT OF SHEET NO. CONC. SIDEWALK 700 4" 2" R (6X6X10 WWM) CONCRETE CURB ASPHALT SURF. CLASS A-3 PER 2" SM-9.5A Q4 ° a VDOT SIDS, c° ° ASPHALT SURF. INTERMEDIATE 2" SM-9.5A fo 3" BM-25 ° 000 o° '4 G ' d0 4' —----_—_ — - — -- —_ — - 00o Q O ° —-- �°—___ -0o c-- O .00f0 00 - —c ° O �00� O 0 en GRAVEL a.d ° • 8°0� �o° �boo°of o°$�o0 0 O O o8 Q o ° O 80 8�O Q o000000 o 0 6" BASE BASE 21-A 21-A C®NCRET'E CURB SIDEWALK ACCESS and and PARKING PAVING TRAVELWAY PAVING -- SCAL :1 1/211=1'-0" SCALE: 1 1/2"=P-011 SEE DRAWING 4 FOR CURB OTHER INLET OPTIONS i P„) is 1 SHEET FLOW t t SHEET FLOW f rr i STONE DISSIPATOR �• r rr rr rr ``--- ==------------------------ —r`--- -e-----= --7, O "��� .� O 0. 0 0 0 O. O-O - SEE NOTE 2 4- PROVIDE CLEAN OUT PROPERTY AT 50' INTERVALS AND CONNECTION LINE AT END OF PERFORATED TO DI. PIPES STONE PROTECTION 0 INLETS 4" BELOW PAVEMENT TO PREVENT CLOGGING CURBPAVEMENT -% LUCK BIa-FILTER I:..". MIX OR TESTED AND 1'= APPROVED EQUIVALENT (M PLAN I iWIIVAIa LANDSCAPE SEE DRAWING 5 FOR VEGETATIVE COVER OPTIONS DROP INLET CLEAN -OUT SEE NOTE 2 W/WATERTIGHT SOD TUR " MAX CAP I 3:1 SLOP 2'-0' 4"-6" PERFORATED PVC PIPE AT 1% (MIN L 6' NON -PERFORATED PVC PIPE 0 1% SLOPE (MIN) TO SLOPE (MIN) DI OR STORM DRAIN UNDERDRAIN GRAVEL (AASHTO M43, 1/2"-1') WRAPPED IN FILTER FABRIC CROSS SECTION NOTES: 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM OF WATER QUALITY SWALE MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE 1'-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN PAVED AREA, DI IN SWALE (INDICATED), OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. A ALI L NO SCALE WR®i0 �P� ✓Pnt-�Pt.t�1� LI . 3 frEi,o�' U21-,8q a n ¢ , k --4 'r1!��i, tl 7tUJS 7ti+D 'iWFt:.dUG4l• V:oesr, 14 � �t„an O.G, wt•�:Y ``n�d<OMHeN°t E( I 4Z 1! Eli i I �c+tiL� DIVERSION RIDGE REQUIRED 3" SM-9,5 OR SM-12,5 WHEREGRADE EXCEEDS 2% ASPHALT TOP COURSE 2�%OR- GREATER EXISTING PAVED ROADWAY 6" 21 A AGGREGATE BASE FILTER FABRIC SECTION A — A A minimum water top of 1" must be installed with a minimum 1" balicock shtoff 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 SUPPLY WATER area to remove sed TO WASH WHEELS All entrances except for the approved construction entrance shall be blocked in such a manner 4 as to not allow access to the site. ry0 Q O A `p A I „ 270 6 21 A AGGREGATE 2% Q I MIN, 6"' THICK Ld > Q �96w�c '�.�C�Oo, �v C� Z I= DIVERSION RIDGE DIRECTS FLOW V) TO SEDIMENT TRAPPING DEVICE LIJ PLAN NOTES: 1, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION! THAT WILL PREVENT TRACKING OR FLOWING (OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY, THIS MAY REQUIRE TOP DRESSING, REPAIR AIND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2, WHEN (NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN 'WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED'WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMIENT BASIN. * Must extend full width of Ingress and egress operation, ev 'I. 380 370 360 350 3:1 DI-7 TYPE III GRATE T= 0, 5' .,' TYPICAL BMP SECTION ® DI _X �� _ �o Mq II II + o II II II N Q) -1 N (I O E - W Q cn E v {' �• 0 to (0) M II Ito II 4� p c c RCP 1 of 15' @ 1,53% 1, The bio-filter soil mix must be the Luck Bio-filter Mix available from Luck Stone or o tested and approved equivalent. For addlonal information contact Water Re'soruces Personnel (434-296-5861), 2. The sand/soil mix must be stabilized with sod along with the listed plants on the landscape plan. WHEELSTOP Elev 1.1' Elev '2' 3:1 tnd (000 OR ( W00 M+ M + N II II o', �• '� w °, BMP #2 o �°), ° BMP / (�j �N 3" Hard ood N / f L Mulch Clover 62ft-o S is ® 0.1 % RCP: 1-00 1 +00 2+00 _ -� 370 —� 360 f 60 WHEELSTOP ' Elev 1,1' Elev 1.2' Elev 1:1 CLEANOUT II 3:1 W/CAP 3:1 IT I ffr_:Z1 —_ 4' I__ m— 11= I f I-1 I I-1 I i 1-111-1 I— I 1-1 11=1 11-1 I I-1 11=1 11-1 I I I-1 I I I 1-1 I `II I —III I I I I I --1 —1 I �=I= I U= I i I'I I I-1 I I--1 i I�. ITL� � 1-=1 I .— I I — ►—_— - -_= — I I -I I i "--=1 I i- III —III III I I I-1 11=1 I I—III-1 I- 4 OR 6" PERFORATED PVC PIPE® POSITVE SLOPE WITH CLEANOUTS EVERY 50' 30x12" UNDERDRAIN GRAVEL WRAPPED IN FILTER FABRIC, AASHTO M-43, 1/2-1" TYPICAL BMP SECTION 390 390oc 380 380 6.370 370 360 360 tc 350 350 0+00 + 0 2+00 Go I � MJ N i NOTE: BMP's SEPARATED AN DETENTION PIPE OFFS T I TO GO ROUND POWER POLE [� r o rn BMP #4 p � � � 11 � u7u7 � � + " CHEC DAM 'v c j� _ II �601'-#�GG— w�z o �� F-41 II 0' OC tYP) E� °d� � o � p O 3" Ha dwood lY ¢ II BMP 3 w a �+f Mulch Cover II o w+-J�3" Hardwood � II � � Mulch Cover wo E �d IN. UN ERDRAIN RA L (AASHT M43, 0. -i") RAPPED IN FILTER CLOTH TH 4 OR PERFOR TED PVC � 0®0509 cr a 'i:-26 t-0.49% 9ia N c° d' 'RC Q RCP: .= cn II II � I III II a✓ � � I Q i ,46ft of 15 � P? >> c RCR: 13.1 ft of 1 DI . ® 0,61 PERMANENT BIO-FILTER BMP NOT TO BE INSTALLED UNTIL THE SITE IS SUBSTANTIALLY STAILIZED ACCORDING TO THE E&S INSPECTOR AND WATER RESOURCES MANAGER. ALTH WT. THOMAS MUNCASTER, JR � ° CI:RTIFir,ATE NO. 15242 ...c I V O N N ( o v N mEn 0 r m 0 w d z 0 0 I 1 N N � 0 0 � � m 0 U U .5: w n. a 0 2 N Cf) U � Q O Q � 0� W D 51,1 � 0 nU Q Q U O m m Q O x ry Q � DESIGNED BY DATE TM 11/07/03 BRAWN BY DATE TM 11/07/03 CHECKED BY DATE FILE EDIT KURT2 - scALE AS NOTED DRAWING 1:1 PLOT PROJECT �• 30F 9 SHEET N0. PERMANENT BIO-FILTER BMP NOT TO BE INSTALLED UNTIL THE SITE IS SUBSTANTIALLY STAILIZED ACCORDING TO THE E&S INSPECTOR AND WATER RESOURCES MANAGER. ALTH WT. THOMAS MUNCASTER, JR � ° CI:RTIFir,ATE NO. 15242 ...c I V O N N ( o v N mEn 0 r m 0 w d z 0 0 I 1 N N � 0 0 � � m 0 U U .5: w n. a 0 2 N Cf) U � Q O Q � 0� W D 51,1 � 0 nU Q Q U O m m Q O x ry Q � DESIGNED BY DATE TM 11/07/03 BRAWN BY DATE TM 11/07/03 CHECKED BY DATE FILE EDIT KURT2 - scALE AS NOTED DRAWING 1:1 PLOT PROJECT �• 30F 9 SHEET N0. 0 r m 0 w d z 0 0 I 1 N N � 0 0 � � m 0 U U .5: w n. a 0 2 N Cf) U � Q O Q � 0� W D 51,1 � 0 nU Q Q U O m m Q O x ry Q � DESIGNED BY DATE TM 11/07/03 BRAWN BY DATE TM 11/07/03 CHECKED BY DATE FILE EDIT KURT2 - scALE AS NOTED DRAWING 1:1 PLOT PROJECT �• 30F 9 SHEET N0. N Cf) U � Q O Q � 0� W D 51,1 � 0 nU Q Q U O m m Q O x ry Q � DESIGNED BY DATE TM 11/07/03 BRAWN BY DATE TM 11/07/03 CHECKED BY DATE FILE EDIT KURT2 - scALE AS NOTED DRAWING 1:1 PLOT PROJECT �• 30F 9 SHEET N0. DESIGNED BY DATE TM 11/07/03 BRAWN BY DATE TM 11/07/03 CHECKED BY DATE FILE EDIT KURT2 - scALE AS NOTED DRAWING 1:1 PLOT PROJECT �• 30F 9 SHEET N0. 24'X24' STOP SIGN (RI -I). PAVEMENT RESTORATION WILL REQUIRE MILLING AND OVERLAYING FOR A DISTANCE OF 10' PAVEMENT IN R/W 1.5' SM-2A 2.5' VM-25 6' 21A ACCESS EASEMENT 390 390 380 380 to 370 370 10+00154' " ORIGINAL GRADE\X X m ww1--cnDESIGN SPEED 20.0PROPOSEDGRADE ��wXXITJN��nWJo+m X°�WLC 2426 �0'm0WF-CnWO�mRIamC0+40o 2' SM-9.5A TRAFFIC GENERATION ITE INDUSTRIAL: 60 VPD/AC x 2.14 AC = 128.4 VPD 20 MPH DESIGN SPEED Albemarle County Engineering General Construction Notes for Private Roads 2' SM-9.5A (Covered Prime Coat) 3" BM-25.0 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. 4" Concrete 6x6x10 wwml 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VOOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical) Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director?s designee, it is deemed .necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street Warne signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director?s designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. 17. The streets in this subdivision may not meet the standards for acceptance into the secondary system of state highways and will not be maintained by the Virginia Department of Transportation or the County of Albemarle. GRAPHIC SCALE 1"=20' m m Q m Q 0 rn N N a J J H u E- t- 0 J 2 S O LT U7 m ¢ J O Q W a 0 r m v \—i U Q H D�W z O U Q U � Cr ___J >- z n DESIGNED BY DATE TM 1/26/04 DRAWN BY DATE TM 1/26/04 CHECKED BY DATE FILE EDIT vicGjohn - scALE 1"=20'H; 1"=4'V DRAWING 1: 1 PLOT PROJE5 OF _ SHEET N0. RELOCATE POLE ANCHOR WIRE P.P. # / POWER POLE i ono w ©4� L `-' B+ K+ O i i i � O / / L SITE LIGHT n%Gl $ 38-K L 26 �—L r SITE LIGHT--L SITE LIGHT 174.08' E EX. PAVED DITCH AO TRANSITION 2 1 " CMP TO EX, PAVED DITCH . f/ RAILROAD T��= CL C&0 ' C + D+ - J�9- H A+ + 1961 58�� E 1, . C1 C+ i�/ L / \ SITE LIGHT / rL� BUILDING "D" / I L j K+- i A + � N K �i DIR CTORY. 21" CMP PIPE BROAD WAY STREET X �O �v BUILDING "'C" UO G4- G+ °1�� G+ / BUILDING "B" / L ' L 16-K 'E LIG TRANSITION EX, PAVED DITCH EX. PAVED DITCH SITE LIGHT A+ / / / / 3 ��� G� PROTECT EXISTING TREE AS REQUIRED DURING CONSTRUCTION SHRUBERY SCREEN PER AGREEMENT W/ VAS OF VIRGINIA E 0034 810 25/ E / N,- SITE L GHT / / 0 E+ / 200 3�,/ LANDSCAPE PLAN NOTES 1. SCREENING SHRUBS, "H" AND "K" SHOULD BE 12" TO 18" AT PLANTING 2, SEE EROSION CONTROL PLAN FOR ADDITIONAL NOTES ON VEGETATIVE PRACTICES LANDSCAPE LEGEND SHADE TREE QTY. SIZE DESCRIPTION CANOPY TOTAL CANOPY + A - 16 2" TILIA AMERICANA 314 5,024 SF AMER. BASSWOOD B - 3 2" ACER RUBRUM 286 858 SF RED MAPLE C - 2 2" LIQUIDAMBER STYRACIFOLIA 286 572 SF SWEET GUM D - 4 2" NYSSA SYLVATICA 286 1,144 SF TUPELO SCREENING TREES E - 3 2" CUPRESSOCYPARIS LEYLANDII 314 842 SF LEYLAND CYPRESS F - 17 1 1/2" AMELANCHIER CANADENSIS 85 1,445 SF SHAD BUSH G - 4 1 1/2" CORNUS FLORIDA 85 340 SF DOGWOOD SCREEN SHRUBS OH - 50 1 GAL. AZALEA KARUME J - 25 1 GAL, KALMIA LATIFOLiA K - 80 1 GAL. COMUS STOLONIFERA RED OSIER DOGWOOD L - 30 1 GAL. ANDROPOGON GERARDI BLUE JOINT EXISTING MANHOLE 10,325 SF PROVIDED (11.05%) TOTAL SIZE AREA = 93,414 SF (2.14 AC.) 9,341 SF REQUIRED (10%) ALL LANDSCAPING WILL BE MAINTAINED AND WILL BE REPLACED SHOULD ANY DIE. TOTAL PARKING = 50 = 6 LARGE TREES REQUIRED - 25 PROVIDED ALL AREAS NOT LABELED WILL BE SEEDED W/ REBEL MIX GRASS ��-TH of 7 � .i n Morgan Rhefc Cert. No. 7043 �IRculITi�C - . 414 E. MARKET STREET, CHARLOTTESVILLE, VA 22902 TEL:804-963 4600 FAX:804-963 4654 E-MAIL:jrharch@cfw.com PROJECT REVISIONS 01-13-04 PLANNING COMMENTS 01-22-04 PLANNING COMMENTS 02-27-04 PLAN REVIEW COMMENTS 03-24-04 PLAN REVIEW COMMENTS TITLE LANDSCAPE PLAN SCALE I" = 20'-0" SHEET NUMBER / D�TE 019 SEPTEMBER 29, 2003 DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES TO ARCHITECT. LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts AREA LIGHT WITH HIGH ONE 400-WATT CLEAR ❑ A 10 KAD 400M SR4SC PERFORMANCE SR48C ED-28 METAL HALIDE, It19477.ies 32000 1.00 465 n OPTICS, CLEAR FLAT HORIZONTAL POS. GLASS. WB 10 WFL3 250M FT R ARCHITECTURAL BUILDING MOUNTED ONE 250-WATT CLEAR BT-28 METAL HALIDE, LTL8752.IES 20000 1.00 2!97 LUMINAIRE, FT HORIZONTAL POSITION. DISTRIBUTION, 25OW MH, W/ CLEAR LAMP. SURFACE SCHEDULE Reflectances Name Front Back BLDG. D 0% 0% BLDG. A 0% 0% BLDG. B 0% 0% BLDG. C 0% 0% b.o b.0 b.0 b•o 10.0 b,0 $.o Uo b.0 10.0 b.o Uo b.o Vo b.o b.o b.o b.o Vo b. .0 b.0 b.o b.o b.o b.o b.o b,o b.o b,o b.o b.o b,o b.o b•0 b.o b.o b.o b.o b.0 b,o b.o b,o b.o Uo $.o b.o 1b,0 $.o b.o Vo Vo b•o b,o b.o b.o b.1 $.1 10.1 b.0 b.0 b,o b.o b.o b.o b.o b.o STATISTICS b.o b.o Vo $.o b.0 bA b,o b.o b.0 $.0 b.0 b.0 1b•1 1b.1 b.1 Vi $.1 1b•1 b.1 b.1 b,1 b.0 b.0 In 1b.0 lb b.o b.o b.o b.o b. b.o Vo b.o b,o $,o b.o b.o $,o b.o Vo $.i b.i b.i V2 b.2 '0 3 ,2 , 0 ° b. b.o Vo b.o b.o b.o Description Symbol Avg Max Min Max/Min BROADWAY COURT + 1.4 fc 9.3 fc 0.0 fc N / A b.o b.o b.o b.o b. 110 b.o b.o b•o b.o b.o b.o b.o b.o b.o b,o Vo b•i b.i V2 b. 4 1b.4 10.2 b.1 b•1 b.0 b.0 b.o b.o b.o b,o PARKING AND DRIVING fc 9.3 fc 0.0 fc N / A b.o b.o b.o b.o o b.o �b,o b.o b.o b.o b.1 b.1 b,i b.1 b.1 $.1 b.1 b.1 lom .2 b.3 10.$.5 'b.7 '1.1 '1.1 b,9 b. b•3 b.2 b.1 b.0 b.o b.0 b.0 b.0 b.0 LANES ONLY X3.7 © .5 .0 Vo b.o b.0 Uo b.0 b.0 b,0 .0 b.0 b.0 b.0 $.o $.o b.o b•1 1b.1 b.1 b.1 1b•1 $,1 10•2 10.2 10.2 fi.4 .5 'b.7 E 41.3 12.4 '2.4 i1.5 '03 b.4 .0 b•0 b.o LOT B LOADING DOOR + 3.4 fc 7.1 fc 0.8 fc 8.9:1 ° AREA b .0 b.0 'b,o 'b.o b.0 b.0 b.0 b.0 $ Vo b.0 b.0 b.0 b.0 b.0 b.0 b.0 b•1 b.1 b.1 b.1 $. b.8 8 '4 �. $.7 '1.1 '1 '2.6 14.1 13,9 9 b.4 b.2 b.1 b.0 ,0 •o b,0 PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc N / A ! •5 0 .0 b.0 V b.0 b.0 b.(D b.0 b•o b.o 'b.0 b.0 $,0 b.0 b.0 b.0 Vo b.0 b.0 b.0 b.0 b.1 b.1 1 1.0 1. 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'b,8 42.9 ' '2.2 $.0 .5 '3.0 .8 b.1 b.1 b.1 'b.1 b,o ,0 1b.0 b.0 .0 $.0 $.0 b.0 b.0 b.0 b.o b.9 7.5 .0 13. 13.1 '2 .6 .2 '7.6 1b.0 b.0 b.0 b.0 •0b.0 b.0 LUMINAIRE LOCATIONS b.o b.0 b.0 '0-0 *0-0 'b.0 *0.0 14.3 14.5 14,8 '3.9 'b.4 ' WB-11 b.o $,o b.o b.o o b.0 .0 Location b,o 1b.0 $•0 $.o b.0 b.0 a '2 43.1 '3.1 '1.9 .9 '3. `3.7 4. .2 \'1, b•0 Vo b.0 .0 b.0 No. Label X Y MH Tilt b.0 b. b,c bx) b,o b.0 'b.6 .9 ' A 9 8 '1.5 '1.5 14.1 14.3 .1 '2.6 .0 '2.3 '2.2 $.6 12.8 b.0 b.0 .0 b.0 1 A 413.5 396.8 20.0 0.0 '0.0 10.0 b.Q b•0 b "1.1 '1.4 '1.6 '1.5 '1.3 "1.3 '4.2 41.5 "2.8 '3.7 \ '{,9 '3.2 15.1 0 _ .0 .2 .0 .7 1.8 $•3 b.1 .0 $,0 2 A 440.3 463.0 20.0 0.0 'b,o•0 b.0 b.0 ' 'b.b .0 •4 '2.9 '2� 11 .9 t.9 $•0 '5. 13.0 '1.5 .0 '1.2 .3 3.6 '5.9 •0 'b,0 'y.1 *641.3 b.3 b,b.1 b.0 3 A 453.5 342.0 20.0 0.0b.0 b.0 b.0 $.0 b.0 b• t.9 14.3 '3.3 'b.8 32.3 ' '1.9 WB 19 '1 /0.8 4 A 594.5 340.5 20.0 0.0 .0 5 .0 .7 9.3 3 $.3 .7 $•6 2 1 A -2 B-1?. 5 A 469.8 532.3 20.0 0.0 b.0 b b.o b.o b.o .4 t.6 'TA .2 b, 1 b.9 'b 12.9 '7.7 b 2'0.1 b.0 6 A 765.5 560.5 20.0 0.0 b.0 .0 b.0 U. $.0 2 t.9 14.4 14.6 0 '1.1 .0 12.6'17 b.0 •0 $.0 LUMINAIRE LOCATIONS A 814.0 587.5 20.0 0.0 \� 0 Location y Z MH 004 b,o b.o b.o b.0 .0 2.7 12.9 29 '2•8 '4.1 0 o b,o b.o No. Label X 8 A 719.4 614.4 20.0 0.0 1 9 WB 578.0 516.0 20.0 0.0 b,o b b.o b.o b,1 5 '1.1 '1,6 "1.9 fi.6 '3.2 .0 $, t.4 0 $.0 b,o b,o 1 A 412.5 397.0 20.0 20.0 463,0 20.0 20.0 1 10 WB 672.5 568.5 20.0 0.0 b.o o b.o b.o 'b.z�'1 "'�0---'l,a Eq,,.q W-`7.94 '3.6 t.6 ' . $•1 $ b.0 2 A 440.0 20.0 20.0 8-13 3 A 453.3 340,5 11 WB 650.5 515.0 20.0 0.0 b,0 b.o b.0 .1 .2 '' .5 14.2 b•8 b. '7A %6 b $.2 14. b, '0 b,o .0 'b.o 4 A 594.5 340.6 20.0 20.0 12 WB 627.5 461.5 20.0 0.0 /- 0 5 A 468.5 532.8 20.0 20,0 0 b.0 b.1 $.1 '7/4 /AM2 '5.6 'S. "3. "3.6 .9 'I. '3.6 "3.7 32.6 "2.0 "2.1 "2.6 '3.5 '4. $.'0 $,0 '0.0 13 WB 607.5 412.7 20.0 0.0 ' 4 6 7 A 765.6 560.5 20.0 20.0 14 WB 536.5 418.5 20.0 0.0 b,o Vo V I4.9 '7.1 'b.5 'b.o.5 '9.0 'b.3 '4.6 1 "2.3 .3 *2.4 t.2 12.3 12.7 t.7 b.0 %.o '1.7 .0 b.o b.o Vo 7 A 814.0 587.5 2130 20.0 .1 15 WB 530.5 465.0 20.0 0.0 bA Vo .1 11,3 '3.0 %.6 b.9 %.9 '7.5 17.4 '7.7 %7 9.6 14.2 14.3 t.7 32.7 .1 '2,1 '2.7 "3.7 '4• 15,2 $.7 '13.6 '2.7 + .1 5 1b.1 b.0 b.0 A 716,9 616.9 20.0 20.0 `a •4 16 WB 484.5 393.0 20.0 0.0 .0 b,0 b.0 b 1 b•3 b. 41 .9 .2 16.9 '1.6 16.5 .0 14.1 '3.8 .0 $.5 "4.5 '2.7 .0 .1 '3.3 .0 '5.9 15.9 14.3 'J.8 4,1 .2 ib.6 ,5b.3 10.1 b.0 9 WB 518.0 516.0 20.0 20,0 17 WB 633.5 392.5 20,0 0.0 1 '4 10 we 612.5 568.5 20.0 20.0 b.0 b•0 b 1b.2 1b.6 14. "7.0 18,2 '0. 5 '3.8 '"1 12,7 '3.7 'b 0 31.4 1 12 '1.5 A'h t.4 16.0 '7. 'S tz '1. b.2 1o.1 b.0 650.5 515.0 20.0 20.0 18 A 524.3 342.3 20,0 0.0 •1 nV1 .4 11 WB b,0 b.0 b.0 .1 V2 b.4 10J '1.3 b.1 9 9 4.4 '1.5 9.5 '2.7 2 1 '2.6 L71 '4 .2 .9 .3 b.1 b,t b.o 12 we 627.6 01.5 20.0 �4.0 19 W13 668.5 470.0 20,0 0.0 o a o .2 0 13 WB 60T.5 412.7 20.0 20,0 20 A 610.4 592.0 20.0 0.0 b.o b,o o $.° b.1 b.3 b.2 10. b.o b.o 2-b z-b- .1 14 UVB 636.5 418.5 20.4 Z0,0 b,0 . - - 15 Wb.0 B 530.5 466.0 20.0 20.0 b.0 b.0 1b.0 1o.0 b.o b'1b 1 b.1 b.1 'b.1 b.1 b.1 1b.1 b.1 �h"h . b.o b.0 b.0 b.0 $. b.1 b,1 b.1 b.1 b.1 b.1 b.0 b.0 b.0 15 WB 484.6 393.0 20.3 20.0 ' 1o.0 b.o b.0 b.o b.0 b.o b•0 Vo b.0 Vo b.0 b.0 10.0 b,o 10.0 Vio 10.0 b.o 10.1 b.o b.i b.o b.1 b.o 1b.1 Vo 10.1 b.o 1b.1 $,o b,o $.o b.o b.o b.o b.o b.o b.o b•o b,o b.o b.o b.o b.o b.o b,o b.o b•o b.o Vo b.o b.o $,o $,o b.o b.o b.o b.o b.o b.o b.o b.o to b.o b.o b.o b.0 ar... TH op Rthett Cert. 7043 414 E. MARKET STREET, CHARLOTTESVILLE, VA 229( TEL:804-963 4600 FAX:804-963 4654 E-1MAIL.jrharch@cfv PROJECT REVISIONS 11-20-03 MAX. VALUE COMMENT TITLE LIGHTING PLAN SCALE 111= 301-011 SHEET NUMBER / DA 60f9 AUGUST 25, 2003 DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES TO ARCHITECT. i 1U12'J/'L00:1 15:10 804 I 10/29/2003 15:10 804 I C 5 PAGE 02 Letdo9 AFA Non s 1 R7 ® K" 4001111111 5MC NotesFEATURES ype & SPECIFICATIONS dR di N Aflf'iF4TEtiT INTENDED USE -• Neel for prekirtg arsas, sueet Gpfttin. taraioanys and car lots. CONSTRUCTION - Rugged, die-cast soft comer aluminum hour- soft Square cutoff Lighting ing with u jr nominal wall thickness. Extruded 4' Soft comer sot for pole at wall mounting Is standard. Die-cast door lrame has me A D impact -resistant, tempered, glass lens that Is fully gsskowd with opt -pieta tubular silicone, FINISH -•- Standard falfsh is dark bronze (008) Pahester powder METAL HALIDE fuatpl+, with otter mrclhnecturei cobra rvsifafsle. 10OW. 150W. 175W, OPTICAL SYSTEM - Anodized, aluminum hydrofomted rettectars: 25OW, 32MN, HOW,SOWIES full cutoff distributions 11Z (asymmetric), R3 (osymmattic), R4 ,-..- ZD' tD 35' MO (forer®rd thaniW) and 856 llquaro). High performance anodinsd. ' �� ssytwalled aft awium redactors IES ftdl cutoff distrrbutivas Set r ` (asymmetric), SH3 (asynlmstric) and SR46C (forward throw. &harp cutoff). Segmented reflectors attach with tool -bass fasteners and are rotatable and intercbangabis. ELECTRICAL SYSTEM - high reactants, high poorer focuu het last for loom/16ow. Con&taut-wattage autotronalormer for 175 400W. Super CWA Pulse Start ballast requited for ZODW, 32OW Ss DiMena tent 7,11W and 35OW (must order SCWA aption).ealla3t is copper -wound EPA:1.Zf0 I181 cml and 100% factory -tested. Wt ou 41 the (I" to Porcelain, harizuntal, position-arionted, socket with Copper al- Length: 17-f12, 144,5 cm) toy, nickel -plated screw shell and center contact. Medium -beat Width: 17.1/2- (44.5 CID) 4• socket used with IOOW at 151AW, mogul -base socket used with Depth' 7.1/8' 118.1 ern) 1102 coil 1445 cm) 175.11M. UL hated 1500W400Y. LISTING - UL 1572 listed for wet locations. Voted and labeled to -comply wi9t GanadCail�edlan Standards lase Uptlere) ORDERING INFORMATiONI Example: (CAD 400M R2120 SPD04 Ch9a9r the boldface aulog norn■nalatutr that boat mats your needs and write it an the appropriate line. grow o"Gisorles as slparite catoiop number. rJW 4NM SR45C �aPlaB Vt{fi#Qs 1V141NN1bng Nations KAD AM 129 SPoBF Squtlra pole 14' arm) SWPPW lastalkil ifs FiAomlo Aaci►itsuland Weave KAD ISM 2W (standardl SF Singh We 1120, 277, 341V, rl/a Tel Isf colors KAD 117511111 2pga SPUDS Square pale (9 - arm? OF Double hie I2a, 240. 400V, nit 7911 Due Dark bronze KAU 2" KPBD4' Hound pole lit' arm) PER NEMA twist -lock raceplACle (standard) KAD 25M 341 only Inn phateeontrol) own White KAD MMI no 11311D(i9 Pound polls IT arm)$ itPI Lamp inclurla' Col. Black 1 Tea WWO04 Wood pole or wall tr elm) PO Power Treys C1A9sic Colors 4 r WWD09 Wood of wall 19' W1e Terminal Wking Blocklo ONE! Medium bronze 17fttlt�itnrtl� WRO04 Wall bracket W arm? us Quou roskBGe systeoi MUM maximum. taste► not i ncludad)f DIVA Natural aluatinum 032 Sandstone 17atitti9tsrataw tNtlset®rs WBD19 Well bracket IT amhr CSA Canadian labels to comply with DGC Charcoal gray HZ IES type U ettymmetriet t/Arm (When ordering KMA OTs Tennis green r PA IES.type III asyafinettie UAD12) SCWA Super CWA i'utse Sion Behest Inch POR Ori9nt rod 114 IES type 1Y forward thtovP2 3 $aparatdy 106W A tpsm 8w"84 Separetalr° D$9 Steel blue lES type V square RNA Most arm adapter 12D. 2 PEt NEMA twist -lock PE (120, 208.24pV► " Seemosted Reffeetata ►1TWtB Twin mounting bar UR IES typo a sarymmairlez U"UP Oegras Aim ipale) PEI NEMArMstrlock PE V boativiit-lock A1o121Y8 Degree Arm (walq E4 NEMA PE t486Yy "I 14E_MA heist l"t PE RTIVI Amm��; HS House side shield I1(Z,R3. R41 k �17, ISM so 2 House Oft *K-*M merdaw KA DVA Vandal gustd 3 Conrut rectory for 9vollobitity in Canada. KAOVIIQ Wire guard 4 Optional muhl-top bablart 1120, 700. 240. 277V), Accalmorites: TdnanMounting Sirpiitier 5 The SPQOQ. RPDOD or VwVM mu4t be cared when two 61 more luoiksobus ors oriented on a 904 drlNlog prfum. prow as raperetc cPtatog number. 0 May be ciliated at acmaary. Numborofhxtures 7 6RS7D avaitahta In select wouoevu conault factory. Tenon O.D. Ong, Two4PI8V TwoOW' Threaut2o'ThreeV90° Four4D88' A Addhional orchlocturof colors avausbto: please set AT011sClVral Colors brochure, room no. 799.1. Z-311" T20-190 T21.,M T29- T� g32 T29-Ml 120-W s I.tmlt use RPOOO. 2-7/9' 125,IS1 T25-210 T26-296i M-329 T25-Mv T25.4901 1" T35- $ T33- 4 a OUTDOORisilb Shoot#: KAD-M AL • 370 10/29/2003 15:10 804 I C S PAGE 05 SSS Square Straight Steel Poles -TECHNICAL INFORMATION EPA Ih'1 wilt 13 gust Catalog Number orthrial Nshaft le a PoleShsft 5' inxinick we" ckn +inches Gau 00 mph Max. 90 m h 1Max wet 100 Alex. 801(circle t(atahat) Baltsize %a.xhtxiL Approximate ship weight t dui SSS 10 4C 10 U x 10.0 0.125 11 30.6 755 234 595 t8.9 473 A 314 x 18 x 3 75 SSS 1Z 4C 12 4A x 12A 11125 11 X4 SM I8.8 JIN 14A 3M 8 9 314 x 18 x 3 W S,S'S 14 4C 14 It0x14A CLI25 it 199 498 15.1 .378 1L7 Z53 8-9 314x18x3 100 SS$ 78 4C 16 4A x 18.0 0.125 11 15.9 398 11,8 8,9 223 8 �3 x 18 x 3 115 l8 4.dx 1 0.1 11 315 230 8.7 lh8 3/4 x 18 1 S43204C 20 4.0 x 2110 0.125 11 6.6 240 IIJ 107 4.6 150 8-9 3/4x Ill 140 SU 205C 20 5.0 x 20.0 0.125 11 17.1 443 IV 343 9.4 235 10 12 1 x 3f1 x 4 165 US 20 5G 20 5.0 x Z" 0.128 7 211.1 703 21A 535 16.1 405 10--12 1 x38 x 4 285 SSS 25 4C 25 4.0 it 25.0 IL125 11 4 8 160 2S top 1.0 50 8--9 314 x 10 X 3 170 SSS 25 4G 25 4A x ZSA ().188 7 101 270 7.7 IN 5.4 135 8-9 3/4x 30 x 3 245 SSS 255C 25 5A x Me 0.125 11 9.8 U5 1i3 157 3.1 1s0 10--12 1 x3fi x 4 225 SSS2556 25 5.0x25A 9.188 7 1@A 350 126 350 &0 250 10.42 1 A36x4 3" US 30 41G 30 4A x 3U (Liao 7 fi4 160 4.0 Will Z3 58 8-9 3/4It 30 x 3 295 SSS 3H liC 3a 5.0 x 311A 0326 11 4.7 150 20 50 -- - 10--11 1 x36 x 4 S5 5188 3056 30 5.0 x30.0 0.188 7 10.7 267 16.7 157 3.9 FOO 10--12 1 x 36 x 4 380 SSS 306a 30 BA x 30A (Liao 7 15.7 39Z 110.2 257 flit 1160 11--13 1 x 36 x 4 520 9933559 35 5.0x35.0 1 0.1U8 1 7 6.9 15o 175 too - - 1Q-12 1x36x4 440 SSS 3566 35 6.0 x 352 0,188 7 15 237 5.D 15(1 1.8 50 11--13 1 x 36 x 4 540 SSS J9 t16 39 6A x ull 0.188 7 51 128 1.3 33 -• 11-13 1 x 38 x 4 605 A r", L A But Anther Warehouse Template Shah Bolt l?ok Ba;e Circle Projg W Square Boft Amhor Dalt Number i n:) )•-Ii: %: Size $ C - . 4'C 81/2` 2 3!4 -4 e' At1SMAC AB iB-0 PJ5DgD C �6"�0'-l�-N'�i2-112' ADD-5 AB3fr0 PJ50010 ABSSS-6 A030-0 PJ50011 BASE DETAIL '•:;`N t1dPO1RAt1f: n:r:. .i�)il F.. �:�,•. k) •: aa>v' • Tom /ald4trlroa4 ( tl11"S f"INIr the / t era of4meld ran afatrai pn fain ant!- � G•,)�-. '^ • s to cilangs vossnlr or chitin. virkhawf Prior natko, to a c9sRiapr.0 .mart to 91011" 41 g°. products. / �w Lithaais Ligh6np A;uky0wo t p8®ad Qtaup. Inc. �•as��+�*•9+�•P amMp aa Ltgfanya Onsl.NtaNtWay, Conyrs.0A311012 Plwna:]7&922.9aaaF/tc710.31$•1209 In Canada: Mo+loth Avo.. Lachino, auaban HIT IV3 Shoot % Pale -SS$ 01994 Li ►honia Ligh0q, Rev. 8/02 Pole•S95•p65 www.11dionio.awn KAD 400M Arm -mounted Soft Square Cutoff - Cat:ltictaMofllffHaa6on Initial �tcXndlas I C S PAGE 03 ® 12 Test no. 11IMM01 KAD I113 T419t nu.1191m0902 KAD I3 IJ Test n0.119MI502 COuntiEw OFUIMMON c4EfacliE TOPUTarrlalaN Cor.RtaEr4rgr urtRAlI0t4 0 .1 2 .3 .4 .6 .6 0 t 2 .7 ,4 b .a tl 1 2 3 i 6 b 1 1 4a- 2 0 3 Z O � ig F s $ INNS 9 ig s t g 1 to 2d 1 2. LL 0 Y O 2i L 9 2 aO.Z.6 2 m.1 7 x W 0:1 a.l 3 ` , 0 1 2 3 d 5 $ O 1 2 3 4 5 a e t A 3 4 s 6 400W Matti Widq tamp, 37.000 ruled WM Mots' Hondo temp. 32NO rated Ion-6 40DW Maw "We tamp, 32.000 fated lumanv, rumarm. Kooacaodie Wvoo based as 31Y FohAcandle vogues bawd ds 9a' mau,yl t; Fockgo die vxGroo based an W mounting bright motinthsp 1194k otarriaudom Type It cutvN. lWoet 01valbutlon Type M. euto4, Clatribution Type W. Carton. ® I4 Test no. 1191110101 KAD I4IIS► Teat no. 1192U611o1 KAD IISS TOSI no. 1193111901 COEffit1MrAFUffi1Z»11dN WtinbEirraFUra.Mail 10IrgpENI'MUi&17 ON 0 .1 .2 .3 A s 2A2 0 .1 .2 .3 .4 .5 .2 °s i fr 1 i 1 1 7 a'1 2 a a ? a, Z 4 c 4 n 4 0 0 t L a 1 S 6 0 1 2 3 a 5 6 0 1 2 1 4 a 6 40OW ++dotal tWWx lamp. 22.000 tared nanent. 400W Motel IMOds !step. 31AOO nand tumarta. 40OW Mortar Bands hemp, aZ WO rst9d lumens. FooEcasdlo vatttla based an 30' mounting naynt Distribution Type IV. Cutoff. Fooicsndtd yaoWa shad on -" rndrnttng I"K 0whibutlon Typo IV, cuum. Foatcaadle value* bated on 10' mounting helOM OfritibullOn Type V. ctdufs� Electrical Characteristics Lahti Current dropout Movall airs'H kl Gerract(ea Faotor Primary (Amps) rpoupOUL Input Power Regulation � Wattag9lballaot voltage Start/Oporating voltage watts }occur 1%) Line V= lamp lumens (Muloplytheklevel bythgcorrection factod 120 2.SWCOO 55 2s ft. -1.44 400CWA 208 1.02.30 95 3s fc - 0•73 Peak load 240 1.25/2.011 110 455. 904, _10% ato% 40 h''54 AOLotrontformer 277 1.1011.76 125 400 .73i1.00 225 Existing Mounting Height \L^ Correction Facto+ Taued to currant W-5 and NEMA etsnde#4 under abflz rsad laboratory corwrti-ma. Various operating New Moun600 Height ' J teaaa can cause 01"Witn"s bstmsah laboratory data and ocivol field meeaurorngMa. Dimanetane end r10"Ift IOno On thin ;heat era beard on th9 motif current available date and ere subject to 6henge Without Dodo. wolac 1 4'horomNafc dale for other SlytraMlane can be aasrwd ftmn tea ►.IthonM Lldpthtp vrlsb8tl. twww.Gttar,re.eoml 0ALInwamAlmovArIpme An %ft~sarlo6-C&rp" KAD-M 02000 Lithonle Lighting. Rev. ti/OZ KAD•M,1`65 AcAAy UFtitbtd OtavP, In. thadsor ulibbfmi One ilihoria W sy, Conyorn, GA3DO12-TA7 Phon:710.92 -NOD fewTID-318•►209 la Canada: 11 DO Wh Avg., Lachine, Quebec HIT 2V3 www.Itlhsnio.Com a 10/29/2003 15:10 B04 I C 5 F142F_ Ob . Ii •: WFL3 250tA FT E FEATURES �Il SP'ECIFICATIO raECr yVS nYl 919 USE -For building and wall -mounted applications. collIS111UCi1Q14-Eauuded damtm body witll cast end cap$ is mounted Am bitectursUlwalil-mounted Lighting with fir bons, l0 farmtls l was bracket, lieusing body rotete3 [0� allow for vati" afat4sg dsrd ffthft is dark t)0 WFL3 ter powder. Other arahitaWr cigars evRoble. Cast aluminum frame is hinged and secured by stoWas , steel 19510 - en. Clraasd car rJkwo gasket prmyertts the penetration of dust and VAL HALIDE mufslure. OPTiCAIL SlIUM--Contered optics with anodized, aluminum rethiCtOM augmented. speCular or hammertons flallIK Clear, impact resistant, tampered glass Ions. No sirlsclaan on FT Op- tic. ELEC RICAI SYSTEM--Constant-wittege autotransfarmer bD88a; copper wound and 100% factory tested. Horizontal, magus-baso porcelain socket with copper alloy, nickel- p".11atte�d screw Shea and conmr contact 4KV pulse hated• UL Wall 660W, Standard dimension - tNSiAttIIATIDN--$AOrarting plain includes provision for attachment lade- WFL3 .> i 'f ) pendent of junction box. Optional Bwkbax vaall MnKmg ov0st1e far Leath: 21.5 (54.61 :: ,• sVligCO conduit applications. Mounds either long -tap or tens -doom. Depth: 11-3/4 t22.3) �-a$ Lt41NOW-UL fined for wit locations. Usltd end labeled to cumA with Qvereit Height: 14.3/4 137.5} ; • --`:^F-• :::... Ctanedhan Standards (sae Optional, IPA read in accordance With IEC Mox. WaiShtc 44119-9Ito) standard 5". Al.) dlmenaions 619Inches (temlmaterm) unless otharwlae apoctflod, �- ORDERING INFORMATION Example: WFL3 400M'GZ 120 SF Moon the boldface malap nomenclature that boot aunt your needs end wrier it on the /pproprba94 line. Order accae00rls° &a separate analog nymbers ishlppod o9vorat9ly). WFL3 250M FT Smiers WeTt4nga:/3h9a1f4 tDistaibtrtlon 1/4altssa �- Cpiaons _ WFL1 t Sot 5P +that P SpotBi-FrIt sytNsehie IZ9 Shipped hostaked la Fu�re Amhitectaral Colors 2W SF Single fuse 1120. 277, 317V, (powder finish)' FIPN Narrow ssymmuic Win with TO) Steteda4d Colas 2W of OOOW fiva 00, Zttl, W bronze (stiuutard) 1108 DarkvY 359W HPa1 MeditMediumawomotric in n/a With Tel OWN White Whi 404 HPW Wide asymmetric 0h9 347 CR Cotrosion-tesfstant ((ntah OHL Black an NmTcw sywmnetric 4W G4A bled toad leblsled to Eiassi® Colors an moditan symm elift in, comply with Camden InN Wide symmetric Standards ®119fdaditan bronze PE Photoelectric cell-bun-30 DNA Natural aluminum Fla Foryrard throw type late with TO) DSS Sandstone CFBL Colorlans/8iva Dac Charcoal gray GIRD Color lomilioae OTG Tennis pecan ORS dubrtz restrike' 998 Bright red EC Emeregency Circuit DSB Steel blue SCWA Supor CWA Pt4$e Stott Ballast ibipped separate(yt Dow Backbox wall maumilhg UV upper visor NOTES: IV Eggcrate visor Iblack) 1 Optionolmuhti.tapbabfaar1170.208,240,277V).(120, FV Full visor 277, 347VIn Conade). BV Bottom visor 2 Moybaordered asanaccetaory.Door frame mvat be factory drillod, WCr Wife guard 3 Additional architectural colors ovailobl9: sae point DO Burn door brochure IFormnumber 79d.36 NEV Horizontal louver !black) 4 MoybeordaredwhhSCWA• 5 MuslimviclorodwithaCwa VLV Vorticol louver (black) 8 Con'ultfactory for availability inConade BVD Bubble vandal guard 1 7 OAS can not be used with400V. 9 No silkscrarn on lone. Outdoor Sheet#: ` FL3-IYl BM - 105 l.Ul t7/ GUVJ dt7; A 00-4 J. L' 5 r'Hl7t t34 fA FEATURES & SPECIFICATIONS Catalog Nwnh/- SSS 20 4C O 10 ❑C 0100 Notes; JRaHARcNTECT Type A COrltfiRpCi107i _ _�_ -- T - - Weldable -grads, hot-roksd, commercial -quality carbon stool tubing wilt+ Anchor Base PoIaS a minimum yield of 55,000 Psi Ill-gaug4L 50.000 psi 11-gaugo). UniformAaft S wall tbicklrlsss Of .125- Of .i811`. Slight are ems -piece with a longitudinal electric resistance weld. Upiturmly Square in ragas-6ecdmt with +fat allot, smolt comer radd and excellent torsion. Available shaft widths era 4; S' and 8', Spf1DtRE STRA(GWi STEEL Anchor ba3a Is fabricated sTgm hot•rosiad carton abet plate that moats Of exceeds a adnkhwm yield strength of 36MW Pal. The anchor base is Provided with started holes. Base cover is finished to match pole. A handhols hafting nominal dilmarasions of Tit 5 for all shafts. Included is a cover with ottacbmera screws. Top cap provided with a8 drilf-mount pales. Festoners we high-chrangth odvatdzad zlnc•ploted or 6ijkles9 steel. N - Dark bren 00111�ter oowdsr stsodar- Dark Iltemf0011��ter oowdar stsode,,rr wor architec- lure c ens ovals GROUNME - A nut holder located immediately inside the handholo rim Is provided with a I& -13 UNC ground bait and nut ANCHOR ElOtTS - Top protion of anchor bast is galvanized per ASIM A- 151 Made of stem rod having a odnimam yield steno of 55.E psi. ORDERING INFORMATION Example: 35S 20 5C UM19 DOB Chm" the boldface ratstog nomenclature that boat oyitp your needs and Write it b elite opptoorlow blank. ass i0 4C DM1p SC DDIS Shaft ty$a Noon real shaft Alwwnfi l abaft base she/ �- R9t Options length vapD thichnars L oll Efl>A vTlslweidwxtieg Shijopediratow Arrhitscbrrtl6otots 10 - 39 ieer (54ebackpaga3 PT IiA9 UmAnthorBolts IpowderfinisK.)l Isce u/tk aegs.l TY0 2-218 OD.12'NP5) VO Vibra lonDtxoper 1P Tamper Pro, D-k T2'3 2.11`'oD.CT-1/2ftPS) HxIM HoikliaelArm gR White 1361 3-I/L'O.Q.13'NPSI Braclaltlfiriura) OBL mock HAI+1DH ORIENTATIONrss� +'o0.t¢'rrNPsl tT� Fanvkslwattas: mscvtcss C7saic Calera C � 1SiaA' FaatanatiHOutlat OW Medumbrmnze u19 t ,'- _ can tat r lesselectrreal DNA Natural tZCPettt' 1/d Coupling aluminum ! !- J_� RAWL 2e11tN'vad►onmaide 34CP111a° 31fCoupGpp M Sandstone t plugged DOW 2otV t7AJxa° 1/ITlaaadedNipple 0T6 UTQ Ch�catlSrlslr DAUS 30190' 34T4 W 3/4-ThruededNippts Tennlsgrxen OU45 4at9V 1NPxxa t'Thraededt6pp>s OBR Brlghtred A Aeft1kiD thioslAW BMW' Elq 1111fuldhOre Wa Steel Woe Handhole ttrotsA4 16190' QALV ss°ranind 140TES: S 2atIW' >ish 1 vvttcn arrlddn -anon mounties ono Piz" rhtu,g for the same 0 1 tow i s fesorh�o ehtarhpra: t7p eR2tl. Tcat+bmoWn -squires an OMSIA8 3atW 2 3- Ter and 4' leocrrs avelatile op 5' and e' ahatba oniv. OMMS 4a140' 3 iris dtilline template to be used far a particular luminae9 ddepends on Use Cumin 4 that is used. Sate- eo him Toohniool naW 9ectlon of the outdoor Bandar for Drilling Templates. FriaA0a7r1NfTAt1AT10N NOtfB: a specify location and wionudoa When aadaride option. , On tot 9rou1 Palos widiOut having rimbaes initanad• a Fadwry-$taapowd terdderm ".Pa be used vdren sot6nd arlAw For lei 'x': Specify the holgh l in feet above bass of polo. Won, Udlan a vA0 act aecsst claim far Ineonaet anahr react r:X4mprr art .R 5 and 2011 - 20 piaeerawa duo to failing W use factory tenriatt For tnd 'd. SpWfV o-kat-lion from handhale 1A.B.C.0) s a poles are staraid aaiside, of( arm"Ve lvn Wing must be Refer w the Handhale arlemVion diagram an rhls papv toahayed krtnmdb o"mi x it" aamaao. 6 homomal arm is la' x Z-Xw OZ. wnan ataadwd. for ft foundanion daslga. 6 combination of tenon -Iasi so dais mount reoulra9 g*ra hant311,014. trout a its peeked under late 61 asenrs 7 Additional colon xvnitebts; rat Ardtitadviol Colors iHoontri lull ah0r96n. farm no. 794.1 IDetdoor E4: Polo PL - 320 10/29/2003 15.10 804 I C 5 PAti1r Ut WFU Metal Halide Architectural Wall -Mounted Lighting Luminalra/laatp isaillutninance CaMoor Cartesian Plot Max. to min. Unwormity Kf U 400M FT Test tlo. LTL8533 3200 Lllanetss 10% Mindmum Ila,0xI17°V SOX Miriam WHx45aV 3X I= 105M 21l M67 63R, lk 4293 2)17 3 ❑ S H V 1 20 4.2 8.1 33 IB 4 30 22 ?.6 to d0 11 2A 6 t E Al 8 20 - - 33 7.11 36 38 2_I 0 D Si -El. -30 0 30 60 1a 9 nnFw EaW9001f 1 0 0 A YA ,311 art 45 utattnlde011fift KA11111 Imr7oatal min MEN r� 0, Wf1.34MMGZ Test No. LTL8989 320M LtnrlM 10%Maxymlm _ 13VHx25eV 50',6minamum IWHxII,v h s �1�.14�■� .: s ; a D *J9 Ng S Hy 3 20 KZ 53.3 6 8 11 30 16.1 23.1 0 11 26 40 9.0 z3 3 11 )S 34 45 20 7.a 00 iQ5 0.0 12 0 17 0 39 0 30 OA 0.0 0 0 B 40 0.0 0O 0 0 0 a5 OA 0.0 0 0 0 tithanin Lifilding oosy.tae. lawr /qf► �(jfj$ yy OneLtlromiaWai,CanyM GA 3MIZ-307 Plow:718-it -woo Four Wil-Im in Canitta:1100 bOdtAva,1-joNne, Ouabsc lift Shwd #. WFU-M 0200D Lhhonle Lighting, Rev, am2 WFL1•M.P05 www.lahoniaxom �WK H 0� �0, 1t M0t'gan R6`Ictt Carr. No. 7043 t ARC H ITECTURE L A N D S C A P E A N D P L A N N I N G 414 E. MARKET ST., CHARLOTTESVILLE, VA 2290E TEL: 804-963-4600/FAX:804-963-4654 PROJECT: _ _J� ..OAP WAY URF, VAJ REVISIONS: TITLE: SHEET NO./DATE 41 a/ © COPYRIGHT. DO NOT SCALE DRAWING. a. DISCREPANCIES TO BE REFERRED TO ARCHITECT. 414 E. MARKET STREET, CHARLOTTESVILLE, VA 22902 TEL;804-963 4600 FAX;804-963 4654 E-MAIL.jrharch@cf%v.com PROJECT N u i O d' w C7 WW� � a � O r-- REVISIONS 09-17-03 SITE REVIEW COMMENTS 01-13-04 SITE REVIEW COMMENTS 01-28-04 FORCE MAIN REVISION 02-27-04 PLAN REVIEW COMMENTS 03-17-04 REVISED UTILITIES 03-24-04 PLAN REVIEW COMMENTS 04-05-04 DEQ REVIEW TITLE UTILITY SITE PLAN SCALE 1" = 20'-0" SHEET NUMBS / 4A AUGUST 25, 2003 DO NOT SCALE DRAWINGS, REPORT DISCREPANCIES TO ARCHITECT. r � h Morgan Rhett ert. No. 7043 414 E. MARKET STREET, CHARLOTTESVILLE, VA 22902 TEL;804-963 4600 FAX:804-963 4654 E-MAIL:jrharch@cfw.com PROJECT REVISIONS 09-17-03 SITE REVIEW COMMENTS 01-13-04 SITE REVIEW COMMENTS 02-27-04 PLAN REVIEW COMMENTS 03-17-04 REVISED GRADING PLAN 03-24-04 PLAN REVIEW COMMENTS TITLE GRADING PLAN SCALE l" = 20'-0" SHEET NUMBER / DATE 9 of 9 AUGUST 25, 2003 DO NOT SCALE DRAWINGS. REPORT DISCREPANCIES TO ARCHITECT.