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HomeMy WebLinkAboutSDP200900017 Plan - Approved 2009-09-10HUMAGEN PROJECT DATA 1. Project name:: Humagen Fertility Diagnostics, Inc. -Phase 3 2. Owner/Developer: Humagen Fertility Diagnostics, Inc. 2400 Hunter's Way Charlottesville, VA 22911 3. Tax map 79, Parcel 4C, Lot 9 DB. 688, PG. 627 4. Boundary performed by Trueline Surveying, Inc. dated December 13, 1995, job number 95-350-00. 5. Field run topography performed by Residential Surveying Services, INC. dated December 2, 2008, job number 07-073 TOPO. Benchmark is referenced to the front south property corner. Top of iron found - BM=441.42 Topography is based on U.S.C.&G datum. 6. Magisterial District: Scottsville 7. Zoning: LI, Light Industrial: Entrance corridor overlay district. B. Present use: Manufacturing of Medical Supplies. 9. Proposed use: same. 10. This property does not lie within any reservoir watershed. ii. This property is not located within a defined 100 -year flood zone. 12. This property is served with a private well and septic field. 13. Minimum setbacks: Building Parkin Front - 5- feet 0 -feet Side - 0 -feet 0 -feet Rear - 50 -feet 10 -feet 14. Parking calculations: Required spaces: Production, processing, testing, repairing, or servicing materials, goods or products: One (1) space per employee on the largest shift plus one (i) space per each five hundred (500) square feet of floor area open to the public for customer parking, but in all cases a minimum of two (2) customer parking spaces. Loading area: one (1) space for the first ten thousand (10, 000) square feet of industrial floor area. i space per employee = 42 spaces (42 employees) customer parking = 2 spaces Total required spaces = 44 spaces (53 maximum) Loading area = i space Existing spaces = 37 spaces including 2 handicap plus one loading space / New spaces = 8 spaces / Total spaces = 45 spaces including 2 handicap plus one loading space i 15. Site information: Ex. building area = 0.1828 acres Ex. pavement area = 0.4609 acres New pavement area = 0.0771 acres (3% increase) Ex. sidewalk area = 0.0290 acres Impervious area = 0.7498 acres (27X) Open space = 2.0002 acres (73X) Total lot area = 2.75 acres 16. Number of stories: Original structure (1); Phase 2 addition (2). 17. Building height is less than 35 -feet. 18. Business signs will not change. 19. Maximum building area allowed is one half of the lot size=0.5t%•75)=1.375 acres. 20. The building building area is: 4, 813 sf (original structure) +3. 150 sf (phase 2) =7, 963 sf or 0.1828 acres. 21. Outdoor lighting for the new parking lot is proposed. 22. Each outdoor luminaire equiped with a lamp which emits 3.000 or moreinitiallumensshallbeafullcutoofluminaireoradecorativeluminaire with full cutoff optics. 23. The spillover of lighting from parking area luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half (1/2) foot candle. 24. There is a small area of slopes greater than 25% (critical slopes) that will be disturbed with this project. This area is located behind the roadside Hunter's Way) ditch and was part of the original road construction. This amount of disturbed area is 197.48 sf or 0.0045 acres. This represents only 0.16% of the site. PROJECT DATA 1. All trees to be preserved & protected shall be marked with paint or ribbon at a height clearly visible to equipment operators. No land dis- turbing activity shall begin until the tree marking has been installed by the contractor & inspected & approved by the Engineer. 2. Heavy equipment, vehicular traffic, and the storage of construction materials & soil shall not be permitted within the outside drip -line of trees to be preserved & protected. 3. Temporary erosion control measures & permanent stormwater man- agement facilities locations shall be coordinated such that they shall not adversely affect trees to be preserved & protected. 4. Fires shall not be permitted within 100 feet of the outside drip -line of trees to be preserved & protected. 5. Toxic materials shall not be stored within 100 feet of the outside drip -line of trees to be preserved & protected. 6. No land disturbing activity shall begin until the tree protective fencing has been installed by the contractor & inspected & approved by the Engineer. 7. When trenching for any kind of underground water, sewer, electrical, cable, telephone, or other utility service is necessary within the limits of tree protection or beyond the limits of clearing, the separation from the trunks of trees shall be maximized to the furthest extent possible. Tunneling shall be required when deemed, by the Engineer, that trenching will significantly damage feeder roots of trees to be preserved & protected. B. Any damage to the crown, trunk, or root system of any tree to be preserved & protected shall be repaired immediately, in accordance with practices in the erosion & sediment control handbook. Care for serious injuries shall be prescribed by a professional forester or tree specialist. 9. Soils which have been compacted, over the root zones of trees to be preserved & protected, shall be aerated by punching holes with an iron bar every 18" over the root zone. the bar shall be driven 12" deep moved back & forth in each hole until the soil is loosened. iO.Tree protective measures shall be the last of the temporary erosion control measures removed during the final clean-up. MINOR FERTIL,ITY SITE PLAN PHASE DIAGNOSTICS AMENDMENT 3 ALBEMARLE COUNTY., VI RGI N IA SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET IINDEK 1 - COVER SHEET 2 - EXISTING TOPOGRAPHY 3 - PROPOSED SITE PLAN 4 - LANDSCAPE & LIGHTING 5 - STORM PROFILE, LIGHT 6 - FPHOTOMETRICS 7 - FFILTERRA DETAILS DEMOLITION PLAN PLAN LANDSCAPE DETAILS 8 - EROSION & SEDIMENT CONTROL PLAN 9 - EROSION & SEDIMENT CONTROL DETAILS Tax map 79 Parcel 43 Capital Lighting and Deslgn Bruce E. or Betsy D. Hathaway D.B. 984 P. 502 Zoning: Light industrial / 1 I ` \ Tax map 7q Parcel 4M 6olemaan-Elder LLG D.B. 1 560 P. 310 1 Zoning: Light industrial Tax map 79 Parcel 40 5ophil Co. United Parcel Service D.B. 1139 P. 498 Zoning: Light industrial moi ---- HUNTERS -WAY - RT. 1146 ------- Approx. 1,600 feet to Rt. 250 I Tax map 79 Parcel 4M j Coleman -Elder LLC D.B. 1560 P. 310 Zoning: Light industrial ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926) OTHER CONSTRUCTION NOTES 10. The location of existing utilities across or along the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 11. The contractor shall verify the locations of all boundaries, buildings, vegetation and other pertinent site elements. 12. The contractor shall be responsible for notifying "MISS UTILITY" i-800-552-7001. HUNTER'S WAY INTERSTATE 64 EXI51TIN6 PARIGIN6 LOT FOR U.P.S. U.P.S. APPROVAL BLOCK SIGNATURE DATE DEPT. OF COMMUNITY DEVELOPMENT I DATE March 20, 200q REVISIONS April 22, 200 i June 17, 200ci Au]]u5t 10, 200q 31, 200q (recordati SCALE 1"=5C' p ,TH of r 0 i y Lir-. No. 0145q I 0 8 ,31,0 SSI0NAL Z LU 0 Q 2 c LU 1 O U RIAN P. SMITH, PE ML ENGINEEMNG, INC. WLF WUNE DOME 105 WEST HIGH STREET GHARLOTTE5VILLE, VA 22x02 TEL: (434) 2q6-3644 FAX: (434) 2q6-2041 b s e@embar mail.com JOB NUMBER G15-058-02 DWG. NAME Site plan 3.pro SHEEN 1 of 9 March 20, 200q REVISIONS April 22,200q June 1-7, 200ci SCALE 1 "=20' LTH of Df wim P. 5HITH a Llc. No. 014561 OA SSI0NAL AN P. SMITH, PE L ENGINEEMNG, INC, WLF MW 009K DMRK - Lup PLaMal 105 AE5T HI6H STREET GHARLOTTE5VILLE, VA 22x02 TEL: (434) 2qb-3644 FAX: (434) 2q6-2041 bp5pe@embargmoi Isom JOB NUMBER sl..: DWG. NAME Site plan 3.pro SHEEP 2 of 9 DATE Marr -h 20, 200q REVISIONS ITr i 122, 200G June I -f, 200q g. 51, 20001 (recordot SCALE r=20, I,TH OF Lf BRIAN P. 5mIv y Lic. No. 014561 I01VAL E Z Lu D Q 7 2 Z g CL W D w 0a 0 c CL N P. SMITH, PE ENGINEErANG, INC, WLF MUNE ME MIRK - f e, D PWREQ 105 WEST HIGH STREET GHARLOTTE5VILLE, VA 22gO2 TEL: (434) 2q6-3644 FAX; (434) 2q6-2041 bp5pe@ embargmo i l .corn JOB NUMBER q5-058-02 DWG. NAME Site plan 5.pro SHEET 3 of 9 DATE Morr-h 20, 200q REVISIONS Appr i 1 22, 200q June 17, 200q SCALE l"=20' j,TH OF Lr BRIAN P. SMITH y Lir-. No. 014561 1.1 SSIONAL Z w DQ 2 i a 0 z 2 N P. SMITH, PE ENGINEEr4NG, INC, GOLFCOURSE DESIGN LANIDESIGNN 105 WEST H15H STREET CHARLOTTESVILLE, VA 22802 TEL: (434) 2qb-3644 FAX: (434) 2g6-2041 bp5pe@emborqmoi l.com JOB NUMBER DWG. NAME Site plan 3.pro SHEET 4 of 9 Square, non-tapered pole DeltaG ua rdO finish role cap Supplied vnth direct mount configurations 1, 2. 3, 5 and 6. Not supplied it tenon is speClk-d.) 2" x 6" 51 mm x 152 mm) Hand hole Hand -hole cover Two-piece steel base plate cover Slotted anchor bob hole GFI Outlet Accessory - 120V OREC-GPIDZ 13REC-GFIPB pRt:c-cElBlc OREc-Grtsv Q REC-GFlWH i-Lhrco moum pole configuration, add prclix -2" to conguralion nnmtxrs for fixtures with Fixed 2U° mount (i.c. "1" "'2" ""'3" 2s• 26•-I r•l,m, plc pse1,oS'111Z 0,dertenon separately Irt'7rCral t)i'ia r717:;ta,p 1lr7 tDtl Carbon areal..-- four galvanized anchor bolts, masonitc mounting template and a pole cap with an ultra -durable powder topcoat, providing excellent resistance to except tenon mount). Each anchor bolt is provided with two washers and corrosion, ultraviolet degradation and abrasion. The finish is covered by two nuts. Steel pule base has slotted holes. Per National Electrical Code our 7 year limited warranty. requirements, pole is standard with a 2" x 6" (51 x 152 mm) hand hole, located 18" (457 mm) above bottom of pole base. A 410-32 stainless-steel I.,ahels weld stud with grounding lug is located inside pole, opposite hand hole; a Beta I,ightinu square steel poles meet or exceed National Electrical Code addition. 4" x ..7s1 ' . h shipped ea ar.1te1 . L1 , 1overisailealbuthlhandholeeIPPpPY base plate sleeve, weldedand4" x 30' poles include an internal 5/16" steel reinforced sl Laboratories Inc. for electrical ground bonding; in Canada, they are CSA inside the bottom 24" of the pule. as well as a reinforcement welded certified for electrical ground bonding and structural strength. around the hand hole for added strength. ExtendCom 1( 165 Lampholder fart°nis' Vattrial4 LIS 5,820,255: 6,640,517; Patent pending patented Cover lens; sealed with llrt,r;ltrtitt=rk.s' lloltdlr'idr°! 777 silicons gasket Q -Quartz Standby' Pole I:l':1"IZatrrtr41o1e 13400PMIi' r DSV OU-t;plight Door Frame' consists of rigid aluminum frame and high impact, clear tempered glass. and IEC 598. Electrical at[thw 11,dtlt (iInehex).i• Rams,- si.<:r' 5. 0 175 MHX Re.4c 1#'irtrll•e4ocity contact and lamp grips. T.amp i < mu1r included where required. ed. All ballast Z Such devices shall not adversely affect trees to be saved. assemblies are high power factor and use the following circuit type: 11ount 0 250 MHX Color 1ta'rrtb'r Iti;t1(')trlr<s) incises) irrrhr"f) 0 81) 90 hili 1111 120 1.31) 140 Configuration" ilptinrts. 3 PS3S10('*t 10 x 3 x 0.125 10/9.3-11 3/4 31.4 23.6 18.2 14.3 11.5 9.3 7.0 6.3 13 1 -a Single' 13BZ PS3S15C*t 15 x 3 x 0.125 10/9.3-11 3/4 18.5 13.4 9.9 7.4 5.5 4.1 3.0 2.2 11.Trwhing and Tunneling OBK 0 PS3S2UC*'1' 20 x 3 x 0.125 10/9.3-11 314 11.5 7.8 5.2 3.3 2.0 0.9 0.1 0.0 2 "Twin D ama¢ed T WH l7 PS4S 100t 10 x 4 x 0.125 10/9.3-11 314 59.9 45.2 35.1 27.9 22.6 18.5 15.4 12.9 a,. 18001 10 PB i0 PS4S 12('* i- 12 x 4 x 0.125 10/9.3-11 314 48.4 36.2 27.9 21.9 17.5 14.2 11.6 9.5 13SV 1© PS4S15C.*t 15 x 4 x 0.125 10/9.3-11 3/4 36.5 269 20.3 15.6 12.1 9.5 7.4 5.8 0 3 in Twin i0 PS4S 17C*'1' 17 x 4 x 0.125 10/93-11 3/4 30.7 22.3 16.6 12.5 9.41 7.1 5.3 3.9 41 901' B PS4S2OC*t 20 x 4 x 0.125 10/9.3-11 314 2 4. 0 16.9 12.1 8.7 6.1 4.2 2.7 1.5 0 PS4S22('*-1- 22 x 4 x 0.125 1019.3-11 3/4 20.4 14.0 9.7 6.6 4.3 2.5 1.2 0.1 5 sim Triple' PS4S25(*j' 25 x 4 x 0.125 10/9.3-11 314 15.9 10.4 6.6 1.9 1.9 0.4 0.0 0.0 O PS4S25S*'; 25 x 4 x 0.188 10/9.3-11 314 25.3 17.6 12.3 8.5 5.7 3.6 1.9 0.6 0 6 + Quad' 0 PS4S27R*-I- 27 x 4 x 0.125 10/9.3-11 314 22.0 14.9 10.0 6.6 4.0 2.0 0.0 0.0 lO PS4S30P*j' 30 x 4 x 0.125 10/9.3-11 314 17.7 11.4 7.1 4.0 1.7 0.0 0.0 0.0 13T Tenon' 0 PS4S30H*t 30 x 4 x 0.18s 10/9.3-11 3/4 19.5 12.5 7.8 4.4 1.9 0.0 0.0 0.0 0 PS5S25S" 25 x 5 x ().188 10/9.7-11.3 l 43.9 31.4 22.8 16.6 12.1 8.7 6.0 3.8 O PS5S30S*r 30 x 5 x 0.188 10M.7-11.3 1 32.2 21.9 14.9 9.9 6.2 3.4 1.2 0.0 O PS6S3oS* 1 30 x 6 x 0.188 1 1.5111.3- ] 2.8 1 50.8 35.7 25.3 17.9 12.4 8.2 4.9 2.4 fide 11ivitlict A°ces4uries GFI Outlet Accessory - 120V OREC-GPIDZ 13REC-GFIPB pRt:c-cElBlc OREc-Grtsv Q REC-GFlWH i-Lhrco moum pole configuration, add prclix -2" to conguralion nnmtxrs for fixtures with Fixed 2U° mount (i.c. "1" "'2" ""'3" 2s• 26•-I r•l,m, plc pse1,oS'111Z 0,dertenon separately Irt'7rCral t)i'ia r717:;ta,p 1lr7 tDtl Non-tapered .quare steel poles are supplied with welded base with cover, Exclusive Colorfast I)eltaGuardfm finish features an E -Coat epoxy primer four galvanized anchor bolts, masonitc mounting template and a pole cap with an ultra -durable powder topcoat, providing excellent resistance to except tenon mount). Each anchor bolt is provided with two washers and corrosion, ultraviolet degradation and abrasion. The finish is covered by two nuts. Steel pule base has slotted holes. Per National Electrical Code our 7 year limited warranty. requirements, pole is standard with a 2" x 6" (51 x 152 mm) hand hole, located 18" (457 mm) above bottom of pole base. A 410-32 stainless-steel I.,ahels weld stud with grounding lug is located inside pole, opposite hand hole; a Beta I,ightinu square steel poles meet or exceed National Electrical Code addition. 4" x ..7s1 ' . h shipped ea ar.1te1 . L1 , 1overisailealbuthlhandholeeIPPpPY rsi Underwritersc1I.' Beta square poles are classified bRequirements. In the _ S. 1 P Y1 sleeve, weldedand4" x 30' poles include an internal 5/16" steel reinforced sl Laboratories Inc. for electrical ground bonding; in Canada, they are CSA inside the bottom 24" of the pule. as well as a reinforcement welded certified for electrical ground bonding and structural strength. around the hand hole for added strength. ExtendCom 1( 165 Lampholder fart°nis' Vattrial4 LIS 5,820,255: 6,640,517; Patent pending Square, non-tapered pole of structural steel tubing (ASTM A 500): with a minimum yield strength of 46.000 p.s.i. Welded to a formed carbon steel base plate with a minimum yield strength of 36,000 p.s.i. n6118/07 Beta Lighting Inc. 1200 92nd Street Sturtevant, WI 53177 800-236-6800 www.bets-lighting.c•om lighting"' PRUNE DEAD OR DAMAGED BRANCHES. DO NOT PRUNI CENTRAL LEADER. REMOVE STRINGS, WIRE & BURLAP FROM TOP 1/3 OF BALL. 3" EARTH SAUCER CUT EDGE ORIGINAL SOIL, AMEND AS REQUIRED ROUGHEN SIDES OF PIT PLANT ON UNDISTURBED SOIL, AS CLOSE AS POSSIBLE sighKnalm wmwu 12" r TWICE BALL a. DIAMETER REINFORCED RUBBER HOSE, ARBOR TAPE, OR NYLON WEBBING 2"X2" HARDWOOD STAKES (TYP OF 3) PLACE TOP OF ROOTBALL SLIGHTLY ABOVE SURROUNDING GRADE 4" MULCH -DO NOT MULCH AGAINST TRUNK OF TREE. DECIDUOUS TREE PLANTING DETAIL NO SCALE LD -3 Beta Catalog Number: BAA - S16 - H - 74 - EP - Ballast ------ capachor Ignitor Where required) -6' (1 52 mm)-^'-# Housing ne}lector Seamless. P,refinished semi -specular die-cast aluminum diffuse and diffuse aluminum DeltaGuard"' finish wrapper, and semi-speaaar 24' (610 aluminum sides 18` (406 BAA S16 H I J, I Lamp a - , Included) 2 -EP (Extended Pole mounting arm) -Offsets the fixture 6" 5- All wattages available in 480V ballast when required quartz lamp (not available 277V reactor ballasts) 6 5' mm) 1 Die-cast aluminum ExtendCom 1( 165 Lampholder Y111s fi• lrodu't flouring Iarnl Brain Aluuntrl) Lamp Cord's Color y nstalled OptionsS 1,111"ily Indicator Position lktribulNin Optiolm 24' (610 lWtagu Options If choosing more than one option, please type in manually on the lives provided above. BAA S16 H mm tong) 0 200 PMH 13250 HPS+ 4T Lens Frame 2 -EP (Extended Pole mounting arm) -Offsets the fixture 6" 5- All wattages available in 480V ballast when required quartz lamp (not available 277V reactor ballasts) Ballast Die-cast aluminum ExtendCom lamp Abbrniarion lire: arlment door Name secures Poe Mount patented Cover lens; sealed with corrosion, ultraviolet degradation and abrasion. The finish its covered by our Hinge 3 24-240V silicons gasket Q -Quartz Standby' Assembly labels 13400PMIi' Y111s fi• lrodu't flouring Iarnl Brain Aluuntrl) Lamp Ballast Color y nstalled OptionsS 1,111"ily Indicator Position lktribulNin Optiolm Selection' lWtagu Options If choosing more than one option, please type in manually on the lives provided above. BAA S16 H r4' EP= 0 200 PMH 13250 HPS+ 4T BI 1-T4 AESNA'Type 1V 4 -All fixtures are standard with multi -tap (bl'r) ballast 8 -Delay -relay type and includes 1OOW 1'4 dual -contact 2 -EP (Extended Pole mounting arm) -Offsets the fixture 6" 5- All wattages available in 480V ballast when required quartz lamp (not available 277V reactor ballasts) 0 250 PMH 0400 HPS 12-120V 3 BK 0 F -Fuse' lamp Abbrniarion lire: nish 3 320 PMIF 0 20-208V 10 Wll P -Photocell' P:14h = PWse . tOrl M14clat huhar 1r:lx = Afetal name corrosion, ultraviolet degradation and abrasion. The finish its covered by our 350 PMH' 3 24-240V 0 PB Q -Quartz Standby' HF5= High Pressure Sodium labels 13400PMIi' 027-277V DSV OU-t;plight Door Frame' consists of rigid aluminum frame and high impact, clear tempered glass. and IEC 598. Electrical 10 34-347V Fissure includes clear, mogul base ]am • 320W - 4( OW 1SMI( and4 OW U.S. 4.689,729; 7_) 471) 31, MH utilize the. F,D28 reduced envelope lamp. Pulse -rated porcelain 5. 0 175 MHX 3 48-480V contact and lamp grips. T.amp i < mu1r included where required. ed. All ballast Z Such devices shall not adversely affect trees to be saved. assemblies are high power factor and use the following circuit type: 6. 0 250 MHX 13 5-50 IIzb 2 Fires are not permitted within 100 feet of the driplinc of trees to be saved. Llghtrng orders can be, made by contacting: 0400 MHX' Gary Fleming 7. Tonic Materials: field-Installed,-lccessorYes Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. P.O. Box `1636 n i/16/p7 Beta Lighting inc. 12010192nd Street Sturtevant. WI 53177 800-236-6800 www.beta-lighting.coni ) i It h t I n its 3" MULCH, WITH PLANTING SAUCER, AS SPECIFIED. DO NOT MULCH AGAINST STEM. - V) W Q 1 UNDISTURBED SOIL SET STEM AT ORIGINAL GRADE ORIGINAL SO11L, AMEND AS REQUIRED MIN VARIES - -REMOVE BURLAP FROM TOP 1/3 OF BALL SHRUB PLANTING DETAIL NO SCALE LD•4 W Green lustreJapanese holly Backlight Shield OAK MULCH PLANTER 20 OSBt, 16 12"-15" Handbook, pp IIT -284-111-297 for complete specifications) C16 Guard The following items shall be shown on the clan: Trees to be saved; InWire 0 ll 16 Limits of clearing (outside dripline of trees to be saved); 1-T4 AESNA'Type 1V 4 -All fixtures are standard with multi -tap (bl'r) ballast 8 -Delay -relay type and includes 1OOW 1'4 dual -contact 2 -EP (Extended Pole mounting arm) -Offsets the fixture 6" 5- All wattages available in 480V ballast when required quartz lamp (not available 277V reactor ballasts) from pole 6 -International 50 Hertz bal lasts available; contact factory 9 -Required for all exterior uplighL appLcations 3-'Y -Reduced euvelow ED28lamp 7 -.Must specit'y voltage odler Ulan MT General Description nish 60' forward throw full cutoff luminaire for IIID lamp, totally enclosed. Exclusive Colorfast DaltaGuardixi finish features an L' -Coat epoxy primer Field -Installed Backlight Shield accessory provides precise cutoff with an ultra -durable powder topcoat, providing excellent msistance to a4iustabili[y from 0` (nadir) to 30' (huuse-side). Housing is seamSess, die corrosion, ultraviolet degradation and abrasion. The finish its covered by our cast aluminum. Mounting consists of a 1.8" (44 mm) wide by 4.5" (1 l4 mm) 7 year limited warranty. high by 6" (152 mm) long extruded aluminum arm. The arm is held in plan: Pre-Constrwtion Conference: with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside labels the pole, and by two null inside the fixture housing. Mounting rods are ANSI lamp wattage label supplied, visible during relamping. UL Listed in provided with sealing washers to prevent water leakage. Lens assembly U.S. and Canada for wet locations and enclosure classified lIP65 per IEC 529 consists of rigid aluminum frame and high impact, clear tempered glass. and IEC 598. Electrical Patents Fissure includes clear, mogul base ]am • 320W - 4( OW 1SMI( and4 OW U.S. 4.689,729; 7_) 471) 31, MH utilize the. F,D28 reduced envelope lamp. Pulse -rated porcelain 5. enclosed, 4kv rated screw shell type lampholder with spring loaded center contact and lamp grips. T.amp i < mu1r included where required. ed. All ballast Z Such devices shall not adversely affect trees to be saved. assemblies are high power factor and use the following circuit type: 6. Constant Wattage Autotransformer. n i/16/p7 Beta Lighting inc. 12010192nd Street Sturtevant. WI 53177 800-236-6800 www.beta-lighting.coni ) i It h t I n its 3" MULCH, WITH PLANTING SAUCER, AS SPECIFIED. DO NOT MULCH AGAINST STEM. - V) W Q 1 UNDISTURBED SOIL SET STEM AT ORIGINAL GRADE ORIGINAL SO11L, AMEND AS REQUIRED MIN VARIES - -REMOVE BURLAP FROM TOP 1/3 OF BALL SHRUB PLANTING DETAIL NO SCALE LD•4 W TREES- 130TANIGAL NAMF OWNER SIGMA' LANDSCAPE SCHEDULE- COMMON NAME New Iand5caping only 51 ZE DATE) GANOP"r REMARK5 QUANT. TREE TOTAL Acer rubrum October glory maple 12.0" MIN. GAL. 154B, OAK MULCH BASE 2 1 3q-1 5F 1 7C14 5F SHRUBS BOTAN I GAL NAME GOMMON NAME FROM PHASE 1 = 5,061 5F FROM PHASE 2 = 376 5F SUB -TOTAL = 6,231 5F WOODED AREA T REMAIN = 37,462 5F TOTAL = 43,6`13 5F TOTAL REQUIRED (1095) OF LOT= Il,g7cf 5F SIZE REMARK5 QUANT. Ilex crenata Green lustreJapanese holly County of Albemarle OAK MULCH PLANTER 20 Conservation Plan Checklist - To be placed on Landscape Plans Sargent juniper 12"-15" Handbook, pp IIT -284-111-297 for complete specifications) C16 1. The following items shall be shown on the clan: Trees to be saved; 2'-3' OAK MULCH PLANTER Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; i Grade changes requiring tree wells or walls; iiia Proposed trenching or tunneling beyond the limits of clearing. 2. Markino. a All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. a No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre-Constrwtion Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4, Ea MM Operation torm: 5TRUCT'URE #1 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees DI -3A ON A 4' DIA. MH to be saved, 5. i- H Erosion and Stormwater Detention Devim: Z Such devices shall not adversely affect trees to be saved. 6. i 2 Fires are not permitted within 100 feet of the driplinc of trees to be saved. Llghtrng orders can be, made by contacting: Gary Fleming 7. Tonic Materials: 5 5 5a les, I ne. Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. P.O. Box `1636 Richmond, VA 23228 8, Plrotective Fencittln: 504) 266-2627 a Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. gf Iem1n9055-50les.00M a Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells-, a When the ground level must be raised within the dripline of a tree to be savers, a tree well shall be provided and a construction detail submitted for approval, la TmG,Wdls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail Submitted for approval. 11.Trwhing and Tunneling JZ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Cleanup; 2 Protective fencing shall be the last stens removed during the final cleanup.. 13rees: D ama¢ed T Dema trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, TREES- 130TANIGAL NAMF OWNER SIGMA' LANDSCAPE SCHEDULE- COMMON NAME New Iand5caping only 51 ZE DATE) GANOP"r REMARK5 QUANT. TREE TOTAL Acer rubrum October glory maple 12.0" MIN. GAL. 154B, OAK MULCH BASE 2 1 3q-1 5F 1 7C14 5F SHRUBS BOTAN I GAL NAME GOMMON NAME FROM PHASE 1 = 5,061 5F FROM PHASE 2 = 376 5F SUB -TOTAL = 6,231 5F WOODED AREA T REMAIN = 37,462 5F TOTAL = 43,6`13 5F TOTAL REQUIRED (1095) OF LOT= Il,g7cf 5F SIZE REMARK5 QUANT. Ilex crenata Green lustreJapanese holly 15-18" OAK MULCH PLANTER 20 Juniperus chinensls Sargent juniper 12"-15" OAK MULCH PLANTER C16 Cornus 5ericea 'Balleyl' Redo5ier dogwood 2'-3' OAK MULCH PLANTER NEW 15" RGP, GLA55 III LAND5GAPE NOTES: I Paved parking and vehicular circulation for the entire Site = 0.5380 acres 23,435 5F x 0.05 = 1,172 5F regruired for tree and shrubs. Canopy provided from Ju5t trees = 6,231 5F 2. Total number of arking spaces = 45 (37 exi5ting + 5 new) One tree per 10 5 aces required = 5 trees min. 36 trees, provided in Phase 1 + 5 trees provided in Phase 2 = 44 trees provided. 2" OF SM-cl.5A SUPERPAVE 465 0.: Q - o: ©.ol- 8" - VOOT #21B D: a-. O _ O. _o-. - O: - O - - 5A5E5TONE GOMPAGTED 51186-ARADE IEEF I F1 WITH PRIME ON SITE 05R=10 --I 1-1 1-1 -1 1- 46C TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION PARKING LOT 455 q+80 10+00 10+20 10+40 10+60 STORM PROFILE /,,./. 6 20 ETE TRAN51TION 1 TO THE ANNEL. HORIZ: P=20' 7& -VERT. 111=51 DATE Marr,h 20, 200q REVISIONS Aril 22, 200ciTne1-i, 200q August 10, 200q SCALE AS NOTED ALTH BRIAN P. 5MITM a Dr- No. 014561 I0NAL Z w 0 a z J D < J W W J W L.L a OUaCf) Z g0 06 BRIAN P. SMITH, PE ML ENGINEEr4NG, INC. 007E =Rffl D gffl 91M DffO(fa - WD PLURR 105 WEST H16H STREET GHARLOTTESVILLE, VA 22`102 TEL: (434) 2`16-3644 FAX: (434) 2`16-2041 s e embar mail.com JOB NUMBER q5-058-02 DWG. NAME Site plan 3.pro SHEEP 5 of 9 INV IN=463.83 4" 5DR-35 PVC FROM FILTERRA UNIT 4F NEW 15" RGP, GLA55 III 5TORM PIPE 20.25 LF INCLUDING ES -1 INV IN=458.00 INV OUT=457.00 SLOPE=3.56515 4F PROVIDE A NEW CONOF FROM THE END SEGT101 NEW STORM EXI5TING GONGRETE Gf- fl,,EW 5TRUCT'URE #1 DI -3A ON A 4' DIA. MH ES -I TOP=461.50 4r INV OUT=458.00 q+80 10+00 10+20 10+40 10+60 STORM PROFILE /,,./. 6 20 ETE TRAN51TION 1 TO THE ANNEL. HORIZ: P=20' 7& -VERT. 111=51 DATE Marr,h 20, 200q REVISIONS Aril 22, 200ciTne1-i, 200q August 10, 200q SCALE AS NOTED ALTH BRIAN P. 5MITM a Dr- No. 014561 I0NAL Z w 0 a z J D < J W W J W L.L a OUaCf) Z g0 06 BRIAN P. SMITH, PE ML ENGINEEr4NG, INC. 007E =Rffl D gffl 91M DffO(fa - WD PLURR 105 WEST H16H STREET GHARLOTTESVILLE, VA 22`102 TEL: (434) 2`16-3644 FAX: (434) 2`16-2041 s e embar mail.com JOB NUMBER q5-058-02 DWG. NAME Site plan 3.pro SHEEP 5 of 9 PETA _GfITING EL: BAA SERIES 30 15 0 6:m f a 7 h fY-.. c . ;• v n.o o.n *0 .0 .0 o.^ ..., G.0 a.o 7.G 0.l 0.-_ C.1 ,.I G.0 D.D O.G 'V .0 .:.., ;,.0 Q:: C.{1 .Q • . C.O C.5 C.0 J.i O.i 0.3 '0.2 *0 C *0.0 0.0 0.0 0,0 *0 L' 'C 'n 0.0 1.4 ,11 , n i, n r4 .. ' ':.2 r ... .. _.P ._ .. J O.0 0.0 0.0 C.^ O.C; 0.1 0.1 0.3 '1.9 3.3 2.7 4.0 ' C 5 0.,. 0.., ., . 0.,. 0.. J 0 .0 0 .0 ') . C 0. P 0 .1 O. l C 4 0 •n •, X0.0. C. 0.1 C 1 0 4 1 4.0 -9_ T 2 '1.0 0. •C.0 0.G G 0 '0.0 n G 0.G C ,C 1 C 1._.....C.3 ., a -.4.3 s a- PARKING LOT r, V .0 . 1 ......_.0 3 0. .. 4 5 _..1... 4___!1..,iUO.0 C.J . • • . 3 0.2 0 O.G.' Illuminance Values (Fc) I Average =2.29 ti Maximum 7.2 0 0 0 0.0 0 0 '0 o c. e o 0 0.1 n. 'c . C. 'o . a 0 "e6 i .1 A um =0.4Minimum Avg Mino. n. .- .D D.D _ _0 D _ 0.1 7.: ...i , .1. v / in Ratio 5 73 o .. •..: t,., 0,o a.a O.o •D.G Ma Mln Ratlo 18 00 6.6 i . FIXTURE MOUNTING HEIGHT: 20' AFG FIXTURE TILT ANGLE: 0 DEGREES EQUIPMENT: 1) PS4S20C1 BZ (20' X 4" SQ. STEEL POLE ) 1) SBL -16 (BACKLIGHT SHIELD) POLES & FIXTURES MEET 140 MPH BASE WIND VELOCITIES WITH SPECIFIED EQUIPMENT Luminaire Schedule Symbol Qty Label Arran ement Lumens LLF Watts Description - 1 A SINGLE 22000 1.000 288 BAA-SI6-H-T4-EP-250PMH-MT-BZ (250W PSMH W SHLD) Calculation Summary Label Avg Max Min Avg/Min Max/Min PROPERTY LINE GRADE 0.00 0.40 0.1 7.2 0.0 0.0 N.A. N.A. N.A. N.A. PARKING LOT 2.29 7.2 0.4 5.73 18.00 f7"k 1-151'ITING 800.236.6800 <www.betadighting.com> 262.504.5415 FAX Illumination results shown on this lighting design are based on project parameters provided to Beta Lighting used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying compliance with any applicable electrical, lighting, or energy code. Date:5/l/2009 Scale: 1 "=30' bLayout : DAN WALTERYY Project Name: 08124-HUMAGEN FERTILITY -CHARLOTTESVILLE, VA Filename: 90226SS1 DCW R3.AGl rFOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS I DATE March 20, 2001 REVISIONS Apr i 122, 200q June 17, 200q SCALE I,=301 LTH OF yf BRIAN P. SMITH a Llc. No. 014511 k' 0NAL Z w DQ 2 C H W 2 0H 02 CL IRIAN P. SMITH, PE ML ENGINEERING, INC. WLF COM NOW In DOME - i UD PLaR O 105 WEST HIGH 5TREET GHARLOTTE5VILLE, VA 22102 TEL: (434) 216-3644 FAX: (434) 216-2041 b s e@embar mail.com JOB NUMBER q5-058-02 DWG. NAME Site plan 5.pro SHEEP 6 of 9 PRECAST FILTERRA TOP SUB (TYP) 4-6• PRECAST FILTERRA BOX WALL TYP) CROWNED FLUME Ell TrODA TUDf%AT OPENING FLUME — SLOPED TOWARDS FILTERRA THROAT PRECAST FILTERRATOPSLAB l - ri ion 4-6" FILTERRA THROAT OPENING .. K - ,t :.. •.;; ... ••: CAST -IN-PLACE i:'•• `•t': :,•: FLUME & GUTTER ! SLOPED TOWARD '::' •; CAST—IN—PLACE ! DOWEL FILTERRA THROAT) FLUME B GUTTER) PRECAST DOWEL CROWNED AND SLOPED FILTERRA TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING OTHER NOSING AVAILABLE UPON REQUEST) 4-6" CLEAR THROAT OPENING PRECAST TOP SLAB 4•. 4. °' ° a'•. 4 4 °. e CAST -IN-PLACE DEPRESSED GUTTER °' °' . ° • . AND THROAT OPENING • BY CONTRACTOR) THROAT PROTECTION DEVICE 4 DOWEL BARS 0 12" O.C. BY AMERICAST +:: 1 j' DO NOT REMOVE -LEAVE TO BE BENT AS NECESSARY BY CONTRACTOR!. • I;';..'' IN PLACE UNTIL SITE IS STABILIZED AND FILTERRAPRIORTOINSTALLATIONOFFIELDPOUREDGUTTERJrISACTIVATED u.; ..: PRECAST BOX WALL_"l IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS DROP STANDARD FILTERRA THROAT OPENING FLDWLINED HER) INLET DR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02-27-06 DWG: CGT -4 d L%11 L LnS 9 LJ Ll® FILTERRAS THROAT OPENING AND GUTTER OR FLUME DETAIL US PAT 8,2n,274 Copyri&C by nmatceae AND 8,569,321 FILTERRA STANDARD CURB AND GUTTER TYP) J CURB INLET 25 PLAN VIEW TRANSITION FROM STANDARD TO DEPRESSED GUTTER (TYP) GUTTER FLOW DEPRESSED GUTTER AT THROAT OPENING (TYP) ELEV 'A' MUST BE HIGHER THAN ELEV 'S' LOPE FILTERRA THROAT CURB INLET THROAT GUTTER FLOW FILTERRA BYPASS CURB INLET FLOWLINE ELEV 'A' FLOWLINE ELEV 'B' ELEVATION VIEW INTERLOCKING FILTERRA UNIT go JOINT (TYP) o OUTLET PO H : (BY OTHEFToy STORM t EFFLUENTPERFORATED = OUT UNDERDRAIN SYSTEM ` i ( 3'-67 BY AMERICAST =91 CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA 24 STORMWATER STRUCTURE GrrLYCRI in MUST BE LOWER) 463M DATE: 07-07-06 DWG: FLP -2 d LA%i/LSLn.S U Lr,J U® FILTERRA® TYPICAL FLOWLINE fliteffa capyrightozoo7bynm«ttprt AND OULET PIPE RELATIONSHIP us PAT 6,277,274 AND 6,569.321 lA L o INLET SHAPING BY OTHERS) A CURB (BY OTHERS) SDR -35 PVC COUPLING PLAN VIEW CAST INTO PRECAST BOX WALL OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST TREE FRAME do GRATE CAST IN (NOT SHOWN GALVANIZED CAST IN TOP SLAB TOP SLAB FOR CLARITY) ANGLE NOSING TOP SLAB 11CURB OTHERS) UTTER INTERLOCKING JOINT (TYP) 7. ./ STREET 0 d' MULCH PROVIDED BY AMERICAST 0 UNDERDRAIN STONE PROVIDED BY AMERICAST SECTION A -A DOWEL BARS O 12" D.C. FILTER MEDIA PROVIDED BY AMERICAST PERFORATED UNDERDRAIN SYSTEM BY AMERICAST DESIGNATION L WTREE GRATE OUTLET QTY & SIZE PIPE 6 x 4 6'-0" 4'-0" (1) 3x3 4" SDR -35 PVC w GOO. . w w GOR 36 PkQ r -o" 09-00 w 42 4 4 SDR 56 WG 12 6 r N s w w OR 36 PVG 1 N ;ID_GN N MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED DRAWING AVAILABLE IN TIF FILE FORMAT. BY WRRTEN AUTHORIZAnON FROM FILTERRA DATE: 09-04-07 DWG: FTNW-3 exmR sono ; PRECAST FILTERRA® UNIT Men` NARROW WIDTH CONFIQURATION Copyright O 2007 by Ametic=et: US PAT 8,277,274 AND 8,589,3211 30 36 Filterra Options: Recessed Tops Recessed top with mulch Recessed top prior to shipping Filterra® recessed tops allow a seamless integration using pavers, mulch or sod. NOTE: Recessed tops increase the depth of the Filterra® invert out. CLEANOUT TREE GRATE do FRAME do COVER STEEL FRAME 4" AfJ a b p• 741012" j A i ti 4 www.filterra.com fi [I e frdFilterraStandardPlanNotes Construction & Installation A. Each wait shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra® is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit and top slab match the grade of the curb in the arca of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful manner, brining the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra® unit shall conform to ASTM specification 0891 "Standard Practice for Installation of Underground Precast Utility Structures", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra® units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra® environmental device. G. Each Filterra® unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through gutter flow or through the tree grate. 06"25105 www.filterra.com Tell Tn" e':: (866) 34_C-3451+ Activation fi to a A. Activation of the Filterra unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra® system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Maintenance A. Each correctly installed Filterra® unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filterra(g) unit. Extended maintenance contracts are available at extra cost upon request. B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads including salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each maintenance visit consists of the following tasks. 1. Filterra® unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant healell evaluation and pruTiing or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The begiruring gild ending date of Supplier's obligation Lu InaulLaul Ilse installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. 06126105 www.filterra.com Toil Free: 6366) 34s=345: M DATE June 17, 20001 REVISIONS SCALE N.T.S. TH OF Gt MM P. SMITH a Llc. No. 014581 ssIONAL ESO/ J H W fn ry W BRIAN P. SMITH, PE ML ENGINEEIZING, INC. WLF MUNE ME CM MURK U0 pLaWN 105 REST H16H STREET CHARLOTTESVILLE, VA 22gO2 TEL: (434) 2q6-3644 FAX: (434) 2q6-2041 s e@embar moil.GOm JOB NUMBER 015-058-02 DWG. NAME Site plan 3.pro SHEEP 7 of 9 Tax map 7G Forcel 45 Capital Lighting and Supply Bruce E. or -Bet5q D. Hathaway D.B. Q54 P. 502 Zoning: Light industrial Ex. woods T.M.P. 79 - 4C field as , y2 Q CtiC GaC o Ex. grass oc Ex. Two stori Con V Tax map 7q Force 14D 5ophil Go. United Parcel Service D.B. 113q F. 4G8 Zoning: Light industrial 4bb SOIL EROSION & SEDIMENT CONTROL SYMBOLS CE = CONSTRUCTION ENTRANCE CRS = CONSTRUCTION ROAD STABILIZATION DC = DUST CONTROL IP = INLET PROTECTION SF = SILT FENCE TP = TREE PROTECTION VEG= VEGETATIVE GROUND COVER Ile-Ex. biofilter detention ° The existing vegetation at the site is grass. 466 \ The plan indicates a need to borrow a small amount of material from an off-site location. This plan does not address the location of this borrow y / \ ° site. When the borrow site is known It must be one that has an approved soll erosion control plan for that Jurisdiction. 0 See sheet 9 for additional erosion control notes and details. 12 \ o. L1J 470.41 ` Phase 11 addition\ ,c, es - 3,150 sq. ft. (r-.F) 9 / / struction type 515 Ex. GG -2 s / _ v `\` Ex. well QC es VEG Ex. paved parking area Ex. 10" cferry tr SF Adj. Record Meridian D.8.688 Pg.636 V s 0 10 20 40 SCALE IN FEET Legal References: D .B .1524 Pg .207 Utilities and easements other than those shown may exist. ALL SOILS IN THE DISTURBED AREA ARE DESCRIBED AS 72C3 RABUN CLAY Qj \-----Ex. CG -2 r LIMITS OF CLEARING & GRADING HUMACGEN FERTILITY DIACGN05TIC5, INC. OOO ^o \ \ '" ', ` Disturbed area = 6,309 sfOrtInalbulldlnIOnestory - 4,813 sq. ft. Covered, 00 Constructlon type 55 entry O F.F.=412. ; , \ \ o VEG , / CRITICAL SLOPES AREA: ' EXTRA CARE SHALL BE APPLIED IN THIS e er ` / % x. CG -6 \ NE \ STEEP AREA THAT DRAINS TOWARDS \ a / / CIS x / . NTHEROADSIDEDITCH. "J" 464.15 NEW F&ERRA t _ / p ,' 5 U4TORE #1 DC ' , // WITH/RECESSED TOP \ \ SEI55 DETAILS ON SHEET -1) TREE PROTECTION IP '' / ORANGE VINYL FENCE Ex. 4 magnolia \ Ex. DI -3A / 5 a? ( ,' NEVA 15" Rr,,P, CLASS III STORM PIPE top=469.57Ex. 8" ma ' (SEE PROFILE ON SHEET 5) II 10' Parking Setback Line rSAVE Ex. Q" maple ./ I LD zf r Ex. black ""PVC drain pipep (3) Ex. 15""RCP storm 1,725' to inv in=x}62.27 " NEW STORhj'I Rte . 250 inv out 461.73 rj nJ #1 2.00% s ope r DI -3A PROVIDE A NEW CONCRETE TRAN51TION FROM THE END SECTION TO THE EX1.5TINCG CONCRETE CHANNEL. I I T \ Ex. edgo pavement a 1 HUNTERS WAY Ex. concrete ditch ST. RT. 1, 1146 60 right sof way Ex. edge of pavementi P CE) THE EXISTING ENTRANCE CAN BE USED AS A CONSTRUCTION ENTRANCE PROVIDING IT IS HAND SWEPT AND SHOVELED AT THE END OF THE DAY. 9 9 — Ex. gas I ine Ex. maple SII BENCHMARK N TOP OF IRON IELEV=441.42 w II 00-11cO12CM CO - DATE June 17, 200oi REVISIONS SCALE 1"=20' ALTH of r't BRIAN P. SMITH y Llc. No. 014591 A SSIONAL E W H Q W a LL z WZ g w Nd6 0 J C Z 0Z O OU c W BRIAN P. SMITH, PE CML ENGINEEMNG, INC. WLF W95ME PaRK CM DC 09K - IMD PLMK Kg 105 WEST HI6H STREET CHARLOTTESVILLE, VA 22gC2 TEL: (434) 2g6-3644 FAX: (434) 2qb-2041 bp5pe@embcirqmo!i.com JOB NUMBER oi5-058-02 DWG. NAME Site plan 5.pro SHEET 8 of 9 GENERAL EROSION & SEDIMENT CONTROL NOTES 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. B. During dewatering operations, water will be pumped into an approved filtering device. 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. 10.All fill material to be taken from an approved, designated borrow area. 11.All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12!.Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.26. 13.All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 141.Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:OOpm. 15.Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16.The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17.Temporary stabilization shall be temporaryy seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18.Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogggging to structural measures is to be repair immediately. Silt traps are to be cleaned when 058iof the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20.All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. CONSTRUCTION OF WITHOUT WIRE 1. SET THE STAKES. W MAX. FLow 3. STAPLE FILTER MATERIAL TO STARS AND EXTEND IT INTO THE TRENCH. A SILT FENCE SUPPORT) FLOW 2. EXCAVATE A 4!'X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW ;INSTALLATION PERSPECTIVE VIEW) 1 10 ifliff][111 POINTS A SHOULD BE H11GHER THAN POINT B. DRAINAGEWAY INSTALLATION FRONT ELEVATION) e 0 FENCING AND ARMORING DRIP UNE SNCAN FENCE GOAFtD FENCE CORD FENCE PSC FEN CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING aw ON TRIANGULAR BOARD FENCE rce: Va. DSWC Plate 3,35 - DATE June 17, 2008 REVISIONS SCALE N.T.S. NI,TH of 1 BRIAN P. SMITH y Llc. No. 014561 0 I01VAL E11C' H W J G DW wp Ci6 J 0 Z f.Y017- Z C/) 00cU LU N P. SMITH, PE ENGINEERING, INC, G©LF COURSE DESIGN DESIGN - LAND PLANNING 105 WEST HI6H STREET CHARLOTTESVILLE, VA 22802 TEL: (434) 286-3644 FAX: (434) 2g6-2041 bp5pe©embargma1Isom JOB NUMBER 615-058-02 DWG. NAME Site plan 3.pro SHEET 9 of 9