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HomeMy WebLinkAboutSDP200900100 Plan - Approved 2010-10-16ia INDEX 1, TITLE 3HEET 2 NOTES & OETAIL3 30 31TE PLAN 4, E903ION CONT90L PLAN 5. 3TOKMOKAINAOE PLAN 6. LANDSCAPE PLAN 7. M13C. DETAILS 8. PROFILES 9.OFF5ITE OKAINAOE 10. LIGHTING PLAN MPERVOUS COVER DATA APPLICABLE AREA = 2.0 AGRE POST DES/ IMPERVIOUS AREA STRUCTURES = 0.15 ACRE PARKING LOT = 0.20 AGP-,,F--- ROADWAY SIDEWALK TOTAL = = 0.25 AGF,E = 0.06 AGFE 0.64 A(;RE WHITE HALL 013TKICT AL5EMARLE LO UNTY v VIRGINIA o Buck Mountion Church W /boo Z�?y'Nb Pro JJ.ect %� ? bite qo sr, 0 �x 9 6 4� .4 a�w titi�h �X VIGINITY MAP SGALE = I" = 2000' OWNER: PLEASANT C--,7ROVE BAPTISE CHURCH 3235 EARL'-*,r5\/ILLE ROAD EARL*',rSVILLL: , VA. 22qE36-2812 2 E1 E JOHN R. DYER, MARY K. NILLIAMS ETAL TRS GIO JAMES E. THOMAS 16G65 SPOTSNOOD TRAIL RUG<ERSVILLE/ VA. 22q68 NOTE: THIS F,4RGEL FALLS WITHIN ZONE "X" IN AGGOizDANGE WITH FIRM MAP. GOMM. NO. 51005GO140D DATED 02/04/200 GONITAGT: A G SHELTON P O'BOX g2406 ATLANTA , 6A. 50514 404,-qq2-_744a CHUkCH ,SITE ST,4TISTIGS 1. TAX MAP 51, PARGEL 27A1 2. ZON I NO DE51 ONATI ON - R'JRAL AREAS ZON I NCB GASE NO. ZMA20060001 O SF200600024 5. AREA= 2.00 AG. 4. W i ER- PRIVATE WELL SEINER- PRIVATE THIS SITE 15 NOT WITHIN THE AGSA JURISDIGTIONHIN 5. USE: GHURGH 6. PROP. BLDG. _ 5-76905F -7. PARK I NCB 5PAGE5 REOU I RED = 50 PARK I NCB SPAGES PROVIDED= 50 ( SEATI NCB GAPAG I TY OF SANGTUARY 15 200, 1 SPAGE PER 4 SEATS = 50 SPAGES REOU I RED) 8. TH 15 PROPERTY 15 h' I TH I N THE SOUTH FORK RI VANNA IIATER(ABOVE RESERVOIR) SUPPLY PROTEGTION AREA ci . TOt "06RAPHY BASED ON U, 5 G $ C75 DATUi -', 'FIELD TAKEN NOV. G0o 10. SURVEY BASED 01,14, PLAT PREPARED BY KIRK HU67HE5 � ASSOG . DATED 10/05/06. 11. THIS PROPERTY 15 N T W I TH I N A A6 I GULTURAL EORE` ..t_ AL D I STRI GT 12.ALL `TRASH WILL BE REMOVED FROM SITE AFTER USE , THEREFOR NO DUMPSTER 15 PROVIDED. 15. TH 15 PROPERTY 15 k"41 TH I N THE A I.1:21PORT I MPAGT AREA. 14. EAGH OUTDOOR LUMI NA I RE EGQU I PPED W 1 TH A LAMP THAT EMITS 5,000 OR MORE INITIAL LUMENS SHALL BE A FULL GUTOEI= LUM I NA I RE . THE SPILLOVER OF L 16HT1 NC7 FROM LUMINAIRES ONTO PURL I G ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZON I NC7 D I STRI GTS SHALL NOT EXGEED ONE -HALE EOOTGANDLE. 15. THIS SITE 15 GURRENTLY HOODED. I APPROVAL5 I DATE No] W-1: 11 aiw2imflul .- ri i&M Q) �9c G rge W. Ro ertson (o�l9 V B ° suRE� SHEET 1 OF 10 REV 04122110 Lu LQ I W L L7 • dh p `o N d- M � I 00 C4\ ON O M I oC:8 xn 000\ o�M AUG 10, 200a 081107 ORGANIC MULCH MATERIALS AND APPLICATION RATES 70'M. RATES: PAV� MULCHES: NOTES Al 1' MAX. S! 1 PER AC PER 1000 SO FT -_� STRAW OR 11 /2 -2TONS (MINIMUM 2 FOR 70 - 90 LBS. FREE FROM WEEDS AND COARSE MATTER. HAY TONS WINTER o'Pr1 ta"oA uu °°I" MUST BE ANCHORED. SPREAD WITH � \ COVER) 21 -0 MULCH BLOWER OR BY HAND. 8.13 6 10 DO NOT USE AS MULCH FOR WINTER COVER FIBER MINIMUM 7 OR DURING HOT, DRY PERIODS.* APPLY AS MULCH 1500 LBS. 35 LBS. SLURRY. !o' MM. 3' -2 2720 CUT OR SHREDDED IN 4 " -6" LENGTHS. AIR CORN 4 -6 3' -7 }- DRIED.DO NOT USE IN FINE TURF AREAS. STALKS TONS 185 -2 75 LBS. APPLY WITH MULCH BLOWER OR BY HAND. 3386 25.63 I 1 FREE OF COARSE MATTER. AIR- DRIED. TREAT 4' -41- 4 -6 I `1 PoalYlvs C"Duse WITH 12 LBS NITROGEN PER TON. DO NOT WOOD CHIPS TONS 185 -275 LBS. FINE TURF AREAS. ABYLHANDTH MULCH 13 5' -2 - BLOWER, BARK CHIPS 14 " FREE OF COARSE MATTER. AIR- DRIED. TREAT OR 50 -70 1 -2 CU YDS WITH 12 LBS NITROGEN PER TON. DO NOT 6' -0" CU YDS PLAN VIEW IN FINE MULCH SHREDDED oomm BUSE ORABYLHAND. BARK ~- * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED. APPLY AT A MINIMUM RATE OF 2000 LBS /ACRE OR 45 LBS /1000 S F. SILT FENCE DROP INLET PROTECTION e x A• "call "We Cow INLET WITH MAU rum Tom AT co> V PERSPECTIVE VIEWS arutE FA S QggJ I 1Y :• Im1. • .6 � 6Q ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS HEM OF INUE' PRDTECrION 13 APPLICABLE WHERE THE INLET BRADS A FFLATIVEl.Y PLAT AREA ISI.OpE NO GREATER THAN Sq WHEM THE DV.Er SHIFT OR GVE7iM0 FLOWS OW EXCE DIIID I CFSJ APE TYPICAL. THE METHOD SHALL NOT APPLY TO DUETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY HEDIAN3. MADE NL. Bosim rd Boom artd Fier" ad Baton ma = PLATE 3A7 -1 STONE CONSTRUCTION ENTRANCE TEMPORARY DIVERSION DIKE Compacted Soil !8' min. I 45' min. S01SM VA. OS1tC PRATE 3AS-1 TEMPORARY SEDIMENT TRAP 1' vAR /OPDA"AL V A O.EV. S&OWAMM N - 67 CU. YD./ACRE 70'M. THICKNESS AT BASE 8 =.4H PAV� e7 CU. YD. /ACRE 2 Al 1' MAX. S! 1 I 3 -_� "SEE PLATE 3.13 -1 1 COARSE ABBREGATE CLASS= RIPRAP CROSS SECTION j FE'TER s' "I" A _ � 6 X o'Pr1 ta"oA uu °°I" / SIDE ELEVATION � \ DIVERSION 21 -0 t]XI BRmlC 8.13 6 10 2' -4" 2049 70' MIN. 7 T 2' -9$- 2385 a 'It1SMAC C 8 !o' MM. 3' -2 2720 17.43 9 i 3' -7 }- �• � 21.33 so p���,r� PAW 4' -0'1 3386 25.63 I 1 TRION. 4' -41- voor a I `1 PoalYlvs C"Duse 12 16 4' -9 j- cat wlE AeYOATE S To ®DOrr 7AAFPD.nIm DEVICE 13 5' -2 - 4381 I 14 " 5' -7 } . EnvE FUl W1DM 46.83 15 " 6' -0" F "'� E°' PLAN VIEW oomm a� ~- a• MIN. a• MM. F7L7°f °'T" SECTION A -A lA.ser,�wa 6­7 I R REINFOACiD C04CAM DRAIN SP99 SECTION B -B Sa/r>: All 8 from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSK Plate 3.0211 TEMPORARY DIVERSION DIKE Compacted Soil !8' min. I 45' min. S01SM VA. OS1tC PRATE 3AS-1 TEMPORARY SEDIMENT TRAP 1' vAR /OPDA"AL V A O.EV. S&OWAMM N - 67 CU. YD./ACRE VARIABLE THICKNESS AT BASE 8 =.4H COMPRESSION AT TOE LBS. SO. FT. e7 CU. YD. /ACRE 2 (EXCAVATED) 1' MAX. 627 FILTER CLOTH ORI SROUNID 3 am. "SEE PLATE 3.13 -1 1 COARSE ABBREGATE CLASS= RIPRAP CROSS SECTION OF OUTLET CLASS:[ RIPRAP _ � 6 X 1369 GE AREA DRAINAGE (IN Ara � \ DIVERSION COARSE AGGREGATEW EXAPEAATED TEA � J� FA. CLOTH "COARSE AGGREGATE SHALL BE VOOT 03. 0357 OR 05 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. OSWC PLATE. 343 -2 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 1•X4• m. VAPLE Mm FDC111e TO M PWM. TRENCH iP&M ALONG T1! 1•3NI OF PASTS. -� FLOW 4 S. ATTACH THE FILTER FAN= TO M 11M 4. SAW= AND COMPACT THE Fen AM mm IT nne im TINNM. OUVAM /OIL. SITE Si=EC I F I G SEED I NCB MIXTURES FOR FE 117MONT AREA TOTAL LB5. PER ACRE MINIMUM CARE LAWN 1'75- 20OLB5. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE c15 -100% IMPROVED PERENNIAL RYEGRA55 0 -5% KENTUCKY BLUE67RA55 0 -596 HIGH - MAINTENANCE LAWN 200 -250 LBS. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 100% GENERAL SLOPE . (3 :1 OR LESS) - KENTUCKY 31 FESCUE 126 LB5. - RED TOP GRASS 2 LB5. - 5EASONAL NURSE CROP 20 L55. TOTAL 150 LB5. LOW MAINTENANCE SLOPE (STEEPER THAN 3:1) - KENTUCKY 31 TALL FESCUE 105 LB5. - RED TOP GRA55 ** 2 1_55. - 5EA50MAL NURSE CROP * 20 LB5. - 5ERIGEA LE5PEDEZA ** 20 LBS. TOTAL 150 LB5. USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES STATED BELOW: FEBRUARY 16TH THOUGH APRIL ...............ANNUAL RYE MAY Ist THROUGH AUGU5T 15TH .................FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER..... ANNUAL RYE' NOVEMBER Ibth THROUGH FEBRUARY 15TH ...............WINTER RYE SUBSTITUTE 5ERIGEA LE5PEDEZA FOR CROWNVETGH EAST OF FARMVILLE, VA. (MAY THROUGH SEPTEMBER USE HULLED 5ERIGEA , ALL OTHER PERIODS, USEUNHULLED 5ERIGEA) IF FLATPEA IS USED IN LIEU OF CROWNVETCH , INCREASE RATE TO 30 LB5. / ACRE. ILL LRGUME 5EED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRA55 MAY BE ADDED TO ANY SLOPE OR LOW MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10 -20 LB5 /ACRE IN MIXES. ACCEPTABLE TEMPORARY SEE ID NCG PLANT MATERIALS " QUICK REFERENCE FOR ALL RE61ONS " PLANTI NCP DATES SPECIES RATE (LB5 /ACRE) SEPT I - FEB 15 30/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI- FLORUM) CEREAL (WINTER) RYE RYE 50 -100 (SECALE- CEREALS) FEB 16- APR 30 ANNUAL RYEGRA55 60 -100 (LOLIUM- MULTI FLORUM) MAY I - AUG 31 GERMAN MILLET 50 (5ETARIA- ITALICA) Albemarle County Engineering Final Plan General Notes Page 1 of4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right -of- -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply With OSHA Standards for the Construction Industry (29 CFR Part 1926). 1 General Construction Notes for Streets (This list is in addition to the General Construction i Notes) I . Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. 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. 3. 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. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 18" CURB OPENING (Concrete Class A3) 14" I 6" • • 1 1 r 1 6° 18" 6e PIPE OUTLET CONDITIONS A A ., -..� �. • .e. 40 PNE OUTLET TO NELL ...�; i - -- -- - --- ��: - - Iii A1-1 STOP SIGN DETAIL N.T.S. 2 L 14 MIN. 2' 1.o 11/ 1.`2 8015 WIDTH 't'-Wfi T l a'' I SHOULDER WIDTH C/L RS -1 30'X30' HEIGHT OF WALL •H�IN FEET THICKNESS AT TOP "A" IN FEET THICKNESS AT BASE 8 =.4H COMPRESSION AT TOE LBS. SO. FT. AREA OF SECTION SO. Ft 2 I' -0" I' -O" 627 2.63 3 pep O °O 1' -211' 1009 3.93 4 " 1' -7 J" 1369 5.83 5 " 21 -0 1709 8.13 6 10 2' -4" 2049 10.83 7 " 2' -9$- 2385 13.93 8 1 3' -2 2720 17.43 9 " 3' -7 }- 3054 21.33 10 11 4' -0'1 3386 25.63 I 1 " 4' -41- 3718 30.33 12 16 4' -9 j- 4050 35.43 13 5' -2 - 4381 40.93 14 " 5' -7 } 47 12 46.83 15 " 6' -0" 5043 53.13 Jam Bur11oa of pmt 1 RW -2 CP=Qsc with ospholt Ail' r• - 1 of loaded Back of woe : • �. Weep We with l20211plastic hardware cloth 4': • :: • •'. " ••:•C- as A.- ' Wohri p, i tvotnit 1 1/4" mesh or galvanized steel svire.minimum .' • : - ° "." ' se. ail o i x Top wall :4 � A wi re dia0.03 inch,number4 mash hardware cloth anchored firmly to outside of structure.' .•' ' ° The of wall of :10% or opruing nrrll In;I /,nrarlured L_v Pl- nsl.ic pep O °O Contraction Joint: at intervals not exceeding 301 Expansion Joints at intervals not exceeding 90. OOOOO 000000 000000 waler Slope to be ela"otnerie or other approved � OF SOIL IZA �' a " "• °•• "' lo. °- materiol.D)mensloni shown are absabte miwmum. '4'.:..'.' Rock minimum 10,000- 20,000 lbs. sq. tt. CV* .• I' Gravel & coarse sand, well cemented Clay in thick beds, always dry 16,000- 20,000 -1 " " 12,000- 16,000 " B i H -«�6 "� -• H i Height in ft. 8,000- 12,000 / 111 :, I ILillrllrllll'et] Soluune Inc. 01 cqunl gall A.''.'. 2,000- 4,000 " " Note: S Base "I H 8,000- 12,000 • capacity of soil, a special footing is to be used. Wt. cu. ft. earth t100lbs.V,ATERSTOP o - .•,:'• _ Q ' Concrete = 150 lbs. ' oerAlL Angle of repose i I }: I Cr o Posa:s..� - e`,- c 41078 orU Aqgr. d • c o Mill. grade . • .. .. °a c _ , V 3" drain pipes U xi 8' apart A:. • : -Inv t° 6 12" Porous Backfill :'; A': y:: :::. o'. deas� CIS 0 100 lbs./cu. ft. Sand, clean, dry 4,000 - 8,000 • Alluvial soils, etc. 1,000 - 2,000 " • SPECIFICATION CONCRETE GRAVITY RETAINING WALL -LEVEL BACKFILL 508 VIRGINIA DEPARTMENT TRANSPORTATION r4OI.OI 6'x6' MUST BE BREAK -AWAY STD. 4'X4' PRESSURE TREATED POST 1 T1INJ GROUND 10' SIGN MATERIAL MUST BE 24' 1 ENCAPSULATED LENS STOP SIGNS TO BE PLACED 2' min. ON RIGHT SIDE OF STREET urban SIGNS ON LEFT. COUNTY REGULATES STREET SIGNS GONVITION5 OF APPROVAL 5P-2006-024. Chorlottesvllle - - Albemarle Airport- Pleasant Grove Boptist Church (51gn 3q): PROP05199:New church bulldtlhg . ZONING CATEGORY /6PNERAL USAGE:LI -Light Indusirlal- Industrlal office, and limited commeralalOyses (no res /dentlol use) ; Airport Impact Area. SECTION :1022 (35) LOCATION: Earlysville Road L*tween Route 60601ckerson Rood), Walnut Hills 5ubdivlsion. W566Ti_RIAL D157RICT hhlte Hall 1.5peclal Use Permt 2006 24 shall lbe developed In ggeneral accord with the followlin "Pr -od 2000 acre division off of Tax 31, Porcel 274A" prepared by Kirk Hughes and o5soclotes and Concept plan dated _ bne 23, ZM, prepared by Kirk Hughes and Asso/afes, and titled " Pleasant GroveBdvtist Church" t Attachments AI and A2) 2. A site development plan shall big) required. 3.5etbocks for the church roperiyyshall be sevnty -flue (75) feet front, twenty- f/ve(25) feet sides, and thirty -five (35) fee real 4. A twenty (20) foot buffer (no dbk* fxlnce zone )shall be maintained continuous along the boundsr�yy between the church pw ty and Tmp 3123) to the north: 5. A fifty (50) foot buffer (no dlse zone J aholl be establlshed the full length of the easternmost property boundary of the chM I parcel; a tree protection plat shall be required as part of site plan approval, 6.5anctuary and classroom expans�itn, or the addition of day care and other non worship uses, will reqquire amendment to this petltbr►nt 7. Lion 14-404 is waived to allow f for a separate vehicular entrance from Eorlysville Road serving the church parcel only: S MIEN k4 11311611101 CLOIN IV IN "I D. VDOT o provol of vehicular enba w shall be required; q. Vlrglnla State Health Departm&lt oval of well and septic systems shall be required, IO.The applicant is required to c= verification of adequate fire flow with the fire Department dAhqg the bulldlnq permit promsftand II. Five Mryears shot be ollowerd fromm date of approval of thls 5pectol Use Permit to the commencement of the use> pier - cniverL Weep We with l20211plastic hardware cloth 4': • :: • •'. " ••:•C- as A.- ' •• f; 1/4" mesh or galvanized steel svire.minimum .' • : - ° "." ' /4" l nod grating wi re dia0.03 inch,number4 mash hardware cloth anchored firmly to outside of structure.' .•' ' ° °po0o�1 of :10% or opruing nrrll In;I /,nrarlured L_v Pl- nsl.ic pep O °O S"hlti"ISx Inc. nl• rgnslL OOOOO 000000 000000 SAFE BEARING CAPACITY OF SOIL IZA �' a " "• °•• "' lo. °- '4'.:..'.' Rock minimum 10,000- 20,000 lbs. sq. tt. CV* .• I' Gravel & coarse sand, well cemented Clay in thick beds, always dry 16,000- 20,000 -1 " " 12,000- 16,000 " B i H -«�6 "� -• Clay in thick beds, moderately dry 8,000- 12,000 / 111 :, I ILillrllrllll'et] Soluune Inc. 01 cqunl Clay, so 2,000- 4,000 " " Note: If compression at toe exceeds safe bearing Sand, dry, compact, a well cemented 8,000- 12,000 • capacity of soil, a special footing is to be used. Sand, clean, dry 4,000 - 8,000 • Alluvial soils, etc. 1,000 - 2,000 " • SPECIFICATION CONCRETE GRAVITY RETAINING WALL -LEVEL BACKFILL 508 VIRGINIA DEPARTMENT TRANSPORTATION r4OI.OI 6'x6' MUST BE BREAK -AWAY STD. 4'X4' PRESSURE TREATED POST 1 T1INJ GROUND 10' SIGN MATERIAL MUST BE 24' 1 ENCAPSULATED LENS STOP SIGNS TO BE PLACED 2' min. ON RIGHT SIDE OF STREET urban SIGNS ON LEFT. COUNTY REGULATES STREET SIGNS GONVITION5 OF APPROVAL 5P-2006-024. Chorlottesvllle - - Albemarle Airport- Pleasant Grove Boptist Church (51gn 3q): PROP05199:New church bulldtlhg . ZONING CATEGORY /6PNERAL USAGE:LI -Light Indusirlal- Industrlal office, and limited commeralalOyses (no res /dentlol use) ; Airport Impact Area. SECTION :1022 (35) LOCATION: Earlysville Road L*tween Route 60601ckerson Rood), Walnut Hills 5ubdivlsion. W566Ti_RIAL D157RICT hhlte Hall 1.5peclal Use Permt 2006 24 shall lbe developed In ggeneral accord with the followlin "Pr -od 2000 acre division off of Tax 31, Porcel 274A" prepared by Kirk Hughes and o5soclotes and Concept plan dated _ bne 23, ZM, prepared by Kirk Hughes and Asso/afes, and titled " Pleasant GroveBdvtist Church" t Attachments AI and A2) 2. A site development plan shall big) required. 3.5etbocks for the church roperiyyshall be sevnty -flue (75) feet front, twenty- f/ve(25) feet sides, and thirty -five (35) fee real 4. A twenty (20) foot buffer (no dbk* fxlnce zone )shall be maintained continuous along the boundsr�yy between the church pw ty and Tmp 3123) to the north: 5. A fifty (50) foot buffer (no dlse zone J aholl be establlshed the full length of the easternmost property boundary of the chM I parcel; a tree protection plat shall be required as part of site plan approval, 6.5anctuary and classroom expans�itn, or the addition of day care and other non worship uses, will reqquire amendment to this petltbr►nt 7. Lion 14-404 is waived to allow f for a separate vehicular entrance from Eorlysville Road serving the church parcel only: S MIEN k4 11311611101 CLOIN IV IN "I D. VDOT o provol of vehicular enba w shall be required; q. Vlrglnla State Health Departm&lt oval of well and septic systems shall be required, IO.The applicant is required to c= verification of adequate fire flow with the fire Department dAhqg the bulldlnq permit promsftand II. Five Mryears shot be ollowerd fromm date of approval of thls 5pectol Use Permit to the commencement of the use> pier - cniverL single Ilatl• or irirc Albemarle County Engineering Final Plan General Notes Page 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions 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. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTPs video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 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. t 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. 8. 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 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 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 temporary seeding and mulching. Seeding is to be at 75 ibs/acre, and in the months of September to February to consist a 50150 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 801bs/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 90lbs/1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbstacre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 1801bs/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 80lbs/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 clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of 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. Albemarle County Engineering Final Plan General Notes Page 4 of 4 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 20/6 of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. PLASTIC 1-.0. oox 4106 BMP TRASII RACK sO1.UTIONS llinrhrlrr VA 22(04 INC. 11177- 1177 - 5727 ne.plalirunlnl ion.rnm IRq -"L,- ' me 1 r: r• s � ev + e P p 1 /4" Ilnl'P: pinlr 11ol 11.,) l0 vl.r urlllr r. •• f; 111i1'li 8l,•ucUu•nl p111el.ir. /4" l nod grating O ° "it, I" hales and . Irvin. °po0o�1 of :10% or opruing nrrll In;I /,nrarlured L_v Pl- nsl.ic pep O °O S"hlti"ISx Inc. nl• rgnslL OOOOO 000000 000000 000000 00 000 00 0000 v ; %� • sh(lwll vitas optinonl pinte 1II)V�P' ssgr rani. apron 1l ilg I,lal1.l,and ,rills 1" 11011.8 and Is nlHl. t•r :to% nr t•prllitlg arras by I'InYl.11. • / 111 :, I ILillrllrllll'et] Soluune Inc. 01 cqunl single Ilatl• or irirc Albemarle County Engineering Final Plan General Notes Page 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions 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. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTPs video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 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. t 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. 8. 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 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 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 temporary seeding and mulching. Seeding is to be at 75 ibs/acre, and in the months of September to February to consist a 50150 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 801bs/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 90lbs/1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbstacre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 1801bs/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 80lbs/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 clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of 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. Albemarle County Engineering Final Plan General Notes Page 4 of 4 General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 20/6 of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. PLASTIC 1-.0. oox 4106 BMP TRASII RACK sO1.UTIONS llinrhrlrr VA 22(04 INC. 11177- 1177 - 5727 ne.plalirunlnl ion.rnm IRq -"L,- ' me 1 r: r• s � ev + e P p s e • r - George W. Robertson-,1C,--l" ; s e / " . 9 e >P- at•. Posa:s..� - c ._ q Allis � deas� • 0,• a� lA.ser,�wa I R 5TORM 56 ER DE5GRl PFION5 Z I DROP INLET STD DI-4A -n TOP = 604.5 INV = 60L62 �-,-0 1. To 1,4.84 LF 48' RGP U • 02% �-- 1a.5pecial DOSIT jMT10N BVX T� - 1 02'x 5) O) SM. .B -1 O-o TOP = 6073 01 INV =6012 in fU 601.1 out -7 /A TO 2.120 LF 48' RCP ®02% O 2 DROP INLET 5TD DI-4A Q. Top = 606.0 INV = 601050 IN 600.40 OUT rn NOTE: Invert out to be restricted N to o 5' d/ameter orifice x&ash track to + + provide required store runoff detention. Z 2. TO 3.32LF15,RCP N ®0.40 Z O fV 3. 15' ES-1 N 1NV = 60027 V OUTLET 1'ROTFG77ON 25 TONS GLASS I RIP RAP Entrance P of �o �1� Sta 10+ °n 00 STA 1 4-00 MATC fl �j / / 1 LINE l r L \ \ 1 I TAX MAP 31 PARGEL. 23.1 ADVENTURE FARM, LLLG ZONED RA �a 6- S �q G9 NOTE: I. ALL DRIVEMY5 AND PARKING AREA5 ARE TO ,� t -: f .1 -:� I BE PANED WITH 4" GGR. B>45E MAT'L. 21B 1 I AND 5URFAGED WITH 21T. GONG. ALL 51DEWALK5 TO 4 GL A -3 CONCRETE. sTq 1 �+0 0 / r -o ' }gyp ` /��.2 N� P6 LJ I. -- { N 25 s b _------------ - - - - -- :a :! I � et ac�C; dine _ .:_�: w �, LE 0 Iql copa PRIMA RZY SEPTIC - r �Nc. _ m'°� DRAtINPIELD I 1 – – – – – – AREA ST oo (LAND D I STURBANC F, 0.11 f AtiG.) O 1 n \ \� ,,>� 6,0 — LA 627O0 F _ l , 11.' IV cn _ •mil // f ` 4 I 017d D {� - _ v \ i::r r - �:... " � �RAINf = IELD 1 1 I � e 1 \ Rom \ �\ \\ \ 2S ELE! gib. _ _ - _ �\ 1 Line / /..I •mil � / �:.. r.% 1: " :.. /.•!. "/ I•- .!/- -1: 11 ��" � � \ —_ _ '- \ �\ '. O� l'YY 02. r \ \ \ \ \ \ r \ \ \ \ \ 1 '`TAX M P 31 P,4RcLEL 271At / f:i " GHRLOTTE5\/I LLE— LBENfARLEI A I RIB FT \ TH 1 I TY N. \ZON LI \ \ ` s T4 !/ � /:. •/. l r � \ \ \ I \1 U5 A I RP 1 \ \ \ \ \ \ \ \ \ ! 11 I I X00 s 1 1 I 110 I 1 1 \ \ 1 I ► I O 1 1 1, 62 LF" 9 +18 I Proposed Grade ENTRANCE PROFILE I" =20' m X rTl M r -Q rn� x� > C�f� F- rn N 5GALE: O' 20' 40' � , j H O,c L �0 9c 0 George W. Robertson-, C4I�0L SUR\ B °P SHEET 5 OF 10 REV 04/20/10 Z -n U �-,-0 �---V -3 U 0-3 �-- T� - 1 +o O) Ljr) O-o m 01 O fU 'n -7 ru LLI O Q Q. U) m rn O O N W + + Z N W N A O fV N Proposed Grade ENTRANCE PROFILE I" =20' m X rTl M r -Q rn� x� > C�f� F- rn N 5GALE: O' 20' 40' � , j H O,c L �0 9c 0 George W. Robertson-, C4I�0L SUR\ B °P SHEET 5 OF 10 REV 04/20/10 U g ,10 N d- M V � z 0 tn zold. Q 0�� Ma Q 0 DRAWN BY = G.W.R. DATE: 10- 13 -Oci 5GALE: I"= 20' JN: 081101 Z U T� - 1 , U � Z O LLI �— �--� m m Z C V � LU U g ,10 N d- M V � z 0 tn zold. Q 0�� Ma Q 0 DRAWN BY = G.W.R. DATE: 10- 13 -Oci 5GALE: I"= 20' JN: 081101 5TORN 5EPER DE5GR1PTION5 I. DROP INLET 5TV DI4A TOP = 604.5 1W = 601.62 I. TO IA. 84 LF 46' RCP 00-% A- Spectal Deskin .WTION BOX 02'x 5) 5t'd..0 -1 TOP = 607.5 1W =6012 in 601.1 out IA. TO 2. 120 LF 48' RCP 00-% 2. DROP INLET 5T22 DI4A TOP = 606.0 INV = 600.50 IN # 600.40 OUT • NOTE: Invert out to be restricted to a 5' diameter orifice x4rash track to provide required storm runoff detention. 2. T03.32LF15'RCP 00.40 3b 3.158 E5-1 1W = 60027 OUnEr PROTECTION 25 TONS CLA551 RIP RAP STq 1 X00 (/ , r L \ ll I 1 i \ Mq TC � 9� � z /l , / / 111 ► \ o \ \ // i - �` \ t f 2 George W. Robertson 1Z. �q #LS 1411 B P 4 SHEET 4 OF 10 ' 1 I 1 0 � �s REV 04/20/10 \ ` TAX MAP 51 PARCEL. 25J ` J / + + 1 ► i II I , i ADVENTURE FARM, 1LLG ZONED RA ` DC i I 1 I 'I t i KING AREAS ARE TO D� U5E/AGANT i i I I NOTE:I. ALL DRIVEWAY5 AND PAR V � St i 1 1 ` I l I, I I E PAVED WITH 4" AG6R. BASE MAT'L. 21B � 1 III I I � B SQL h7 I I II I r t0 ,bed \ 1 1 I I i t I AND SURI =AGED WITH 2 I T. GONG. 5M -q .5a. \ O I I ALL 51DEWALK5 TO 4" GL A -3 CONCRETE. VidQ!d ` STq i I III 11 0o N, z NARRATIVE � arelgB Cullen Loam >w ' ( 501 L TYPE 115 I I I � � , �� / I I I i I The soil t pes for this project E I / i and 3G Ha esville loam w� a moderate hazard } - _ / I ��� / 2 3 / I I II I I I r erosiony Erosion will be controled the installation 120 N0- 2'�\ - - - - -- / / I I I, I fo III I \ _ , _- - - -" / I I I I of the construction entrance,silt fence ,diversion dike �— �-- '4N� -- �G'� ZQN I l 11 \ \ \ \ and temporary sediment trap and the immediate temporary Z C/ � \ \ _ \ \ \ \ ` _ t 5TU'R5 J / I I I' I } seeding of the disturbed area when grading has been U n� X10 completed. Upon the installation of the storm sewer , addfitional L ` ` u� Q rotection will be provided with the installation of the inlet v-. + \ \ \ A/Ni - —�- I I ` protection and the oulet protection. The site will z O -�' _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - I I!i I ! meet the M5-la requirements with post development i + \ setbaa / I I i I storm water detention being provided on -site. O 'x /e' CONSTRUCTION 5EGUENGE _ 0 , -�' - \ \ \ \ ?� \ - \ _ 24' '_ - - - ' -- _ - _ \ III 1 I I. After entrance permit is obtained, clear enough area t c& 6 \ - �R /� - ' _ _ - -- - - I �I� lf! install entrance culvert ,silt fence and temp. construction _ yea - - - - PRIMARY SEPTIC I I I \ \ \ \ �` I I entrance. 6 ANC � , \ �'1 � -- -� _ � DRAINI =IELD � � i I I ! II the 11 I Y - _ _ . } _ _ _ _ _ - _AAA I� I � 2. select clear the construction area to install .� ri1 n7 ST 1 \ \ \ _ `� (LAND DISTUR$ANCE O.I 1 AG.) ` _ - �I III I - I perimeter silt fence, diversion dike and temporary Cl V1 9 00 w - _ \ \ - \ I I , I� I —g , sediment trap. LU 3. Continue with the internal clearin g rou g h radin n , INA/ —, _ _ _ 1 ` \ \ gg �-- F - - _ _ I stock piling the topsoil storm sew ion installo Lie C11 (n \ 06 \ r� temporary seeding. / I nd areas for .� F k 4 =1ne building pods installation of curb gutter. r access to the 5. Provide the stone base material fo building pads and beg construction of the proposed g 0 / -. \ \ \ �b 6 CpNC O� /fie I _ 1 N I I ► b.lnstall the accessory sidewa{kshandoe buildings n concrete items adjacent to the buildings w are being completed. -1.� 6Q T �l� 4 I I 1. Provide surface treatment to parking lot, provide Ii I permanent seeding and landscaping. sPq s�q, �f pq Area \ \ \ \ \� I i 1 8. Upon stabalizatron of site ,remove all temporary S � � � — — 7 ana Distl/r,(� \ 1 erosion control features. N r Qs) ` Ire, I \J �\ STA f ( Z 1 \ .3 \ ,cii - 5�1L TYPE` \56G 1 I I I N� I I ( ts� r M P _ -- v - --� -- \ I I 1 I 1 o I rn 00 RZ5ERVE SEPt G 9 1 ` ' rri M , r /, / TBM • , ` TS �� \-_� 1 �RA 11�1F I ELD 1 ( 1 — Z � ', ! / rop,eo� -Y__� �_- \ 25' `E'etck IL n, AiEA 1 \ \ I ` I C7 C� v� l � I � � .. 1 � L7 X98. tso all �d� ls 4tu� r\ - -u i - > ed,re5 t� bel, a p DID er � s / pl o e n 2 for sr he d e) 402 ti C n w I \� S j TAX M P 511 PARCEL 271A 7p2 \ CHARL&TE5V 1 LLE- L5EMARLEI A I R� RT AUTHO I TY 1 \ \ \ \ \ \ \ I I � �L�x 6 \ I \ 1 1 \ � \ \ \ \ \ \ \ \ \ I I. , PTO/ y \ �/, p \ 1 \ZON� L I 1 \ \ \ \ \ \ 11 I l i i l 111 ! l I b ` STOR,4 598. \ I 1 U5 A I RPOR1� \ 11 \ \\ \ \ \ \ \ \ \ \ I , SCALE: STq 2 +00 �, //l ,� / I t , a \ i Tp F,4pp�0 \ 1 1 1 r I / / l i 7 cY _ \ \ 1 I I 1 1 1 1 11 \ \ \ \\ \ \ \ \ 1� O' 20' 40 DRP�WN BY G.W.R. Q) rm o N-) i DATE: 10 -13 -Oa O cD I 1 1 � �/ � \ \ \\ 1 ► I , 1 11 1 \ \ \ \ � \ - \ \ \ \ O ti I 1 -- x 1 I 1 I _ 1 1 1 \ \ 1 I 1 1 \ 1 \ ` , SGALE: I „- 20 1 1 1 1 1 1 _ I � \ I 0 1 1 I JN: 081107 1 v' � 1 1 82 LF q+18 / / 5TORM 5EWER DE5CRIfPTION5 1. DROP INLET 5TD DI-4A TOP = 6045 INV = 601.62 1. TO IA. 64 LF 46' RCP 00-% IA.5peciol Design jM71ON BOX 02 x 5) 5t`l 10-1 TOP = 6075 IW =6012 In 601.1 out IA. TO 2.120 LF 46' RCP ®o% 2. DROP INLET 5Ty7 DI-4A TOP = 606.0 JW = 600501N 600.40 OUT NOTE: Invert out to be restricted to o 5' diameter orlfice w/tra5h track to provide required store runoff Mention. 2. TO 3.32 LF 15' RCP ®0.40 Z 3. 15' E5-1 1W = 60027 OUTLET PROTECTION 25 TONS aA% I RIP RAP sTA 2 STA 1k+00 MA T r INE a E3 1 u o� l f l // fill � \ �`� o / ► O � t CJ7 Qs� 0 73 MENT Oao° / i II II i \ �` 1 I I \ 0.3 I l ' 1 II i /lo_ •4 TAX MAP 31 PARCEL 2�J " ADVENTURE FARM LL ° °o 07 p ° I I 1 1 1 l/ l St' Ij Q //0 = `/ Gf�. �e ° pyLc � 99 Cfs � � ZONED RA �0 /4.=/ o� \ U5E `VACANT o c- •02 , °o° I 1 I ► I i Ti //l 0�G 03E T $ o / / /0N1� = 52 3 D •4O 73 o 040 _ / 9 S TA o +00 �/ I ll I I I cfsi °oo / ► 1 `III 'l 9 c o _ D'4= /0 �.5 � o Y o 11 I ,IJllll,! 4�0 ° 1( �/ �_ N2q 011E I► II ► I No- – 73 2-j _ – – – – I - - - -- AN f Y,91 — Setbc1c�C --- - - ---- — O - - -- — / poi I ICI dine —� -- V7 /$P – 19.E � /N� s Ac �` _ o___ o 1 y 1 1,/ III 0 X /9' ? \ I I t f \ 6 � PRIMARY SEPTIC 6,ONc /rypl ` DRAINPIELD _ - - - -_ —AREA I� , STS 19 00' , _ — o ` (LAND D15TURt3ANCF 0.I 1 AC.) PIZ C.) c� - - IN 0 v(/ SP I Crla � i `' -' — � � 9 ' X /6' �� 0 ` ! $ — 6 19nd \ \ \ \ \1j I r I �.�; l'' I ' l o `� — D'4- 030 o \ \ \ \ \d \\ l l l I S7,4 / l �l l q �°_ – _ – \ `\ \ �\ 1 ► CX1 I 1 ` �o lo- P 1 I 000 r// / �,��� �' io ooOpOpOOO \ � '-�- ��\� \\ 1 100 °�° ri' ll/ �/� , , ° ° ° C3 C3 � w %� \ oa °°� 1 �?E15Ei�YE SEP11G�i 1 '/ / / //' / /� ► °pOMC)c p .-'K \ \ °oo° °� 1° 1 I I I GRAINFIELD •o l l 1��% l' l' �M: T0pR0� Opoo \� oo�O ° °�° 2j' `1.°j` Pt---} I AjA 1 I \ �000OooGl I back Line I I ` 1 I 470 1 I E iWriI 11,1111111111 ��p R9 G C-1 G� NOTE: 1. ALL DRI\/ENAY5 AND PARKING AREAS ARE TO BE PAVED WITH 4" AGGR. BASE MAT'L. 21B AND SURFACED WITH 2 "IT. GONG. 5M -q.50. ALL 510EINALK5 TO 4" CL A -3 CONCRETE. �I I QI I I :—N I ' I � I I � I �I k ' I � I } b \ '�- op�ENT � ` - 'TAX M P 311 PARCEL ETA wi \Ooh _OO`� 030 \ENT \ \ 1 \ \ \ \ \ \ \ I+ T� - o.q 1\ c= 03 �\ GHARL&TE5VILLE- L5EMARLE`1AIRI�CORT AUTHO ITY 1\ \ \\ \ \ \ \ + C /S M/ T/C I 1 1 \ \ \ \ \ \ \ \ I + A i/�_ N \ l•�/yjN \ I \ \ZON� LI 1 1 1 �\ � � � \ \ \ \ ►I 1 /�O_ 34 `\ ' /�= 34 \ I 1 U5 : AIRPORi� 1 1 \ \ �\ �\ \ \ \ \ \ \ II I• 4.$ \ 00- 4 \ I 1 1 1 1 1 \ \ \ \ \ \ \ Q //O _ 03/ cis \� 'cis \\ - 04 /cis 0) 1 I 1 1 11 \ \ \ \\ \ \\ \ I{ �� 0 cp 1 11 1 \ \ 1 I 0 � 11 i I ,L,0 I , 0 1 \ cS� ► I o 1 , , I I I I I I I I I I C > tr rn� Cf�Mtir –� ti SCALE: O' 20' 40' �O 9� 0 George W. Robertson,,- C LSR U\J SHEET 5 OF 10 REV 04/20/10 z I 1 J i I I I I I I I I I C > tr rn� Cf�Mtir –� ti SCALE: O' 20' 40' �O 9� 0 George W. Robertson,,- C LSR U\J SHEET 5 OF 10 REV 04/20/10 U Vi >m L Q �o 1pun M 00 M 0 0 � COD 00 vs C M DRAWN BY = G.W.R. DATE: 10 -13 -OQ SGALE: I "= 20' JN: 08110-7 z V zV � Z LAI �.-- Z m u1 � ME O ciz cs� �— 3 ZLU Vill V , j. U _a Di. U Vi >m L Q �o 1pun M 00 M 0 0 � COD 00 vs C M DRAWN BY = G.W.R. DATE: 10 -13 -OQ SGALE: I "= 20' JN: 08110-7 S7-4 1/ /l PLANTI NCB 5GHEDULE MA T c L- -tNE SYMBOL COMMON NAME BOTANICAL NAME mpom CALIPER CANOPY ( 50. f-Tj RED MAPLE A . rubrum 0 21/21, 4,520 p JUNIPER uni erus h2Zpontalls 20 U � z LJ m LLI I C I l� l /l l / ► / ) I \ �\ \�� \ I } 1 1 DTI EXISTING TREE PRESERVATION = O -1 AG. -33,5 5F CANOPY X 1.25=41,c[26 LAND50APING REQUIREME _ I I i IIII r TAX MAP 31 PARCEL 25J � ' I L-1 �o s le <k\ STREET TREE = 224' FRONTAGE / 50' = 5 REQUIRED // / / / / , I \ ADVENTURE FARM, LLG / I, tt j I I I l/ I � \ \ � ZONED RA - INTERIOR = PROP05ED PARKING D IVE I x,600 5P Ill lI I I ' 5 RE UIRED. / c USE -VACANT j 11 tt I NOTE: I. ALL DRIVEWAYS AND PARKING AREAS ARE TO X 59c = a80 5P 5 TREE ► !f 11 l I I l j f, �� �' t \ ` ` I I I I 1 BE PAVED WITH 4" AG6R. BASE MAT'L. 21B �7 ! I �l I ► ` \ t I I it I , I AND 5URFAGED WITH 2 "IT. GONG. 5M -Q.Sa. ( I I I I I ALL 51 DEWALK5 TO 4" GL A -5 GONGRETE. ------------- - - - - -, AREA I �I l I ' TYPICAL ULGHED � / FOR PLA I NC75 1 s +007 12 s I� I I } \ 1 1 l�' � � , TYPICAL MULGHEO AREA ' jlll'I I p5 ` FOR PLANTIN65 ' 1 ,lll l� � _ N4 /P7 Ir ���.�� � I ► I,I , , ,llllllll 304 -fir I I I �J r NO- - - - -- ' �4N _ __ ___ -_ - O�� �, , � � III{II I ��__ E� I I I ► fro _ ,�� — _ _ TU��GE Z III, 51 4/Azu, 3 -- -------- - - - - -- II{ I 1 Jq R4 5e tbac�C ; ` - - - - tII� I I I � '' pie ' - --- ► I eta III 24'x/ E , I t ' ©o , ` f6 /l q cG_ d lea 1 ►� , _ _ _ _ �-- - ` - PRIMARY SEPTIC 0rp) - _ _ ► DRAINFIELD III 1 y tt I �r - - - -- -_AREA } N ST 19 0 \ �- - (LAND U15TUR , �AIG O.I I AG.) y � IN F� � lD '45 F N rgLI�G� i NJ Z's) FIN v ` \l` �i ri —_y_ — � SPA 9, t �'4re �� \ \ , Off, anc� \ (D I 18 Iq � � O I 20'8 ► , _ \ \ \ I i I NI I { O I CSC r ,/� // j -- __Dg�,� �,,\ __ - \\ �\ \I I I 11 I I Q I ITT N r/ _ / / / / /'� �► w - -� — \ \ t 1 t RE35ERVE S -pti G 1 ` m �RA I NF I ELD , I 1 � (S) CI r .251 1 Ai F-A /�'j I/ o E�$98 �� �\ \ t i Line •�► � ' / / / / / —. `, _ \ � N, f- fit c n 'TAX M P 31\ PARCEL �-nA � AR VI - NfiA � AIR \ � � /� , , /� , /► �, \ GH L0tTES 1�LE LBE RLE \ SORT AUTHO 17Y 1 \ � \ \ \ ! `ZON L I 1 1 \ \ \ \ \ \ \ ) II 1 { 5GALE: ST q 2 +00 //, I� O' 20' 40' / r a \ \ t I i 1 t \ \ \ \ \ \ \ \ \ �\ � -- 0 � { 1�q,00 CD l I la ►8 P�T H �0 9Gj � Z 0 George W. Robertson D suR1� B °P SHEET 6 OF 10 RED/ 04/20/10 u O N >m 00 M W�^ 0 M � I O � r-n 00 � x o� M A \Ij DRAWN BY = G.W.R. DATE: 10 -13 -Oa 5GALE: I"= 20' JN: 081107 Z U Z z U � z LJ m LLI Lu LL- F- C, zt Le o .J z � v , I.0 _ I u O N >m 00 M W�^ 0 M � I O � r-n 00 � x o� M A \Ij DRAWN BY = G.W.R. DATE: 10 -13 -Oa 5GALE: I"= 20' JN: 081107 Short Version -BMP Computations For Worksheets 2 - 6 County of Albemarle Albemarle County Water Protection Ordinance: Modified Simple Method Conservation Plan Checklist -To be (placed on Landscape Plans (Handbook, pp III- 284 -111 -297 for complete specifications) Plan: Pleasant Grove Baptist Church Water Resources Area: Souh Fork Rivanna 1. The following items shall be shown on the plan: /Trees to be saved; Preparei Melvin Spain Date: Nov. 18, 2009 LY Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; Project Drainage Area Designation #1 ❑ Proposed trenching or tunneling beyond the limits of clearing. L storm pollutant export in pounds, L = [P(Pj)Rv /12 j [ C(A)2.72 j Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pi small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, ( A C pollutant concentration, mg /I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal, L(post) - f x L(pre) %RR removal efficiency, 13R100 /L(post) Impervious Cover Comoutation (values in feet & snuare feet► Item V 0.631 86.0 L ost L ost RR % RR Area Typq 0.70 1.00 pro-development MOr.232.82 0.35 0.85 7.69 4.86 Area post-development 1.00 0% Roads Length 0 0 Width subtotal 0 0 0 0 0 0 0 1.00 Length Width subtotal 0 20 0 0 0 0 0 0 0 LLl l . L, ` 0 Driveways Len th and walks Width 01 01 01 01 no. subtotal 01 0 01 0 0 0 Length Width no. subtotal 0 0 0 0 0 01 0 0 9e J 1 0 Parking Lots 1 01 2 3 4 1 0 1 2 3 4 0 C-4 �- 0 Gravel areas Area M >24 s, 0.70 = 0 rea 0.70 = Structures Area 0 0 0 no. subtotal 0 0 0 0 0 0 0 Area f 0 0 I no. 11 0 1 subtotal 0 0 0 Actively-grazed pasture & yards and cultivated turf Area dOO 0.08 = DO 0 Area 0.08 = Z O Active crop land Area 0.25 = 0 Area 0.25 = OD Other Impervious Areas 0 �i 0 Impervious Cover 1 16°/ DATE: 10- 15 -0ci 5GALE: P= 20' JN: 051107 Rv (post) V 0.631 86.0 '(pre) New Develonment (For Develonment Areas_ aviatinn imnoniirni¢ envar e= 9nO41 C f I re L re L ost L ost RR % RR Area Typq 0.70 1.00 20% MOr.232.82 0.35 0.85 7.69 4.86 63°/ Develo ment Area 0.35 1.00 0% 1°/ 0.19 3.84 2.65 69° Drinkin ater Watersheds 0.40 1.00 1 % 4.39 3.03 69 °/ Other Rural Land - min. values Redevelonment (For Develnnmant Areas_ oviatinn 1mv%mru1#,..m n^s � 9no%\ C f I re Rv re L re L ost RR % RR I Area Type 0.70 0.90 20% 0.23 2.82 7.69 5.14 67°/ Development Area 0.35 0.85 0%1 0.19 1.19 3.84 2.83 74 °/ Drinking Water Watersheds 0.40 0.85 1°/ 0.19 1.36 4.39 3.24 74°/ Other Rural Land Interim Manual, Page 70 rev. 16 Feb 1998 C 2. !No�k s: 11 trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. grading shall begin until the tree marking has been inspected and[ approved by a County Inspector. 3. Pr oust uction Conference: Tree preservation and protection measures shall be reviewed with then contractor on site. 4. EaufDment O eratlon and Stora e• Heavy equipment, vehicular traffic and storage of construction materrials including soil shall not be permitted within the driplincs of trees to be saved. S. Soi rosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fir : Fires are not permitted within 100 feet of the dripline of trees to be saaved. 7. Toxic' Materials: LX Toxic materials shall not be stored within 100 feet of the dripline of ttrees to be saved. 8. Pr ective Fencin • 4171rces to be retained within 40 feet of a proposed building or grading iactivity shall be protected by fencing. l� Fencing shall be in place and shall be inspected and approved by a Ccounty inspector prior to grading or construction. 9. T Wells• When the ground level must be raised within the dripline of a tree to the saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tr Walls: When the ground level must be lowered within the dripline a tree to boc saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Tr nchine and Tunn lin : When trenching is required within the limits of clearing, it shall be dome as far away from the trunks of trees as possible. Tunneling /under a large tree shall be considered as an alternative when it is anticcipated that necessary trenching will destroy feeder roots. 12. CI annup: IJ Protective fencing shall be the last items removed during the final cleeanup. 13. D ma ed Trees: Damaged trees shall be treated immediately by pruning, fertilization ex other methods recommended by a tree specialist. NOTE: 1 HE EVELOPER'S RESPONSIBILITY TO CONFER W1ITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. TURE (DA !L/Zol CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of 1 �PLT H Op Q) q 9 0 George W. RobertsonD cgNOL B °P suR� IU SHEET -7 OF REV 02/10/10 U � v ' V � Z V J LLI M LLI m LLl l . L, ` J v J a_:... 9e J O U C� Cry \C C-4 �- M >24 s, DD 0N ^ O IND M dOO DO Z O d8 Z tn (DIN C4 OD 0 �i DRAWN BY = G.W.R. DATE: 10- 15 -0ci 5GALE: P= 20' JN: 051107 / 1 / Pr�7po5ed Tree Line (Appro)i) = ,---- -/- - --t- -- \ �radrng 51de %ope to 3:1 Approx, 0.08 Ac , \ \ O m \ TAX HAP 51 PARCEL 23J / O 4(#4/f cn ADVIENTURE FARM, LLO / z ZONED R / rn w 1U5E .\IACANT 8 rn Lij� � 8— n J LL_ O r °o +o �. 0 m m w.D O O O N �J F-, 1U D7 0 O N N / 1 / Pr�7po5ed Tree Line (Appro)i) = ,---- -/- - --t- -- •L � I� :i ------ - - - - -- ���� __ -- - - -- - - - -- — — - -- ----- - - - - -- ' I 1 ° + sige of trave I lane EIF �, W r o z _ FOUT cn D c D T D = -;r co H + , V O m w p) O rn cn O A z rn w r rn Lij� m 8— n J LL_ O r °o +o �. 0 m m w.D O O O N �J F-, 1U D7 0 O N N -3 W O d a U1 w 0) ° O O O W ° N W p ° O O r� N N Proposed Grade ENTRANCE PROP I LE I" =20' 0 •L � I� :i ------ - - - - -- ���� __ -- - - -- - - - -- — — - -- ----- - - - - -- ' I 1 ° + sige of trave I lane EIF �, W r o z _ FOUT cn D c D T D = -;r co H I I I 1 1 I i 1 rn rn F ! I I i ( I ` I I -�° I �1 'prainmO 1Ea n I I r MOO 488 , ZN 514 p I 1 O 2 cu (rrP I I m -�- _ = -)t I I I 25, R1 ( — — — — - 3 ---------- _ — z� F-1 LD W _ — — 0.75± MILE TO Edge Of trove" one co O STATE R T 606 R N cnr-m ��� L IMIT 4.5 � rt-0 W n rl AIL NDTH R/N N 516HT L713ANE EXCEE123 H ~ 7G. �2, �4 FLAT co O.B. 500IN BOTH 51RGTION3 0 ° n 20' WIOTH OF PAVEMENT +gym OD O - cn O m + + 0 0 r— O ° �-+- O Z) o s n fi oo n + :3 CD O O O (D H R) N + w W L cc, -th�. PA-j H 0 9c George W. Robertson <gtiOL 1 B suav °P SHEET 8 OF 10 REV 04/20/10 + , V O w p) O O cn O A z I I I 1 1 I i 1 rn rn F ! I I i ( I ` I I -�° I �1 'prainmO 1Ea n I I r MOO 488 , ZN 514 p I 1 O 2 cu (rrP I I m -�- _ = -)t I I I 25, R1 ( — — — — - 3 ---------- _ — z� F-1 LD W _ — — 0.75± MILE TO Edge Of trove" one co O STATE R T 606 R N cnr-m ��� L IMIT 4.5 � rt-0 W n rl AIL NDTH R/N N 516HT L713ANE EXCEE123 H ~ 7G. �2, �4 FLAT co O.B. 500IN BOTH 51RGTION3 0 ° n 20' WIOTH OF PAVEMENT +gym OD O - cn O m + + 0 0 r— O ° �-+- O Z) o s n fi oo n + :3 CD O O O (D H R) N + w W L cc, -th�. PA-j H 0 9c George W. Robertson <gtiOL 1 B suav °P SHEET 8 OF 10 REV 04/20/10 U cn �O N M 00 > 04.) O� 0 M O ag C4 00 04 2 OMa DRAWN BY = G.W.R. DATE: 10 -13 -Oa SCALE: I "= 20' JN: 08110-7 U U � z LLI Lij� m 8— n J LL_ O L- z° �. 0 �J A Z V J Lij U cn �O N M 00 > 04.) O� 0 M O ag C4 00 04 2 OMa DRAWN BY = G.W.R. DATE: 10 -13 -Oa SCALE: I "= 20' JN: 08110-7 1 1 \ \ 1 Ar k 1 / O_ DITCH 1 I 1 1 \1 �� � O / Depth 7 12� Min Dep 1 /� 00 - V-1 pCN, Duch R O 620 620 615 615 610 2 610 ZAI, 605 605 600 600 595 595 590 590 5 +00 6 +00 7 +00 8 +00 9 +00 �LT c (George W. Robertson B °P oL suR1v SHEET G OF 10 REV 04/20/10 Z U V � Z O 1_]_1 LLI ^-- < ZLLI �►1� LLI LU O Lu >- z 13 �o V J O Z i.0 I • u V M �G N d- M 00 ON W�100MN L� �O � M 00 d' 01 00 O C M u �p DRANN BY = G.W.R. DATE: 10 -13 -0Q SCALE: I "= 20' 10 w � s cz � �Pt ! `\ G� c'co - \Z3 V TAX MAP 31 PARCEL 23J ADVENTURE FARM, LLC ZONED RA USE :VACANT •0 + 00 + 00 + 01 + + °' 02 02 02 ' 1 \ 0 + O 1 + °. O / 0 °2 0 ° 2 0 °2 � ROD ' Z-1 o + �1-0'0'- 2 + o.4 J +15 E + ° +' o FND n I 5 o f 0 �� 2� 04 + 04 + �/ .2 Q. N29 �J \ 4116 4 + DIST + G ° R ANCE ZONE o \\ o� + �4 0S )•4 2QO N0— U ° + '�3 + `� --- i 02 + 4 R'6AW'C 3 ,+A1 _ D�s�`�1 2 + pI 2 ° 4. °' 08 + 09 �• + s 25" elc� .Li s �'s 0.1 0 03 .� 3 + 1 .� + n + 0 + 06 08 + 13 14 + 1.2 +1 + 0 +)0 S S + l 04 �j< * Jp +Orj ° 4 0 'O 1, '' ' 0 ) 0 + ° 0 r i Q5 0 Q8 + S S + 1 OQ / i 9 + n: !° 4 + 4 .,5 1 O + + ''8 Q9 + p 6 + (,. + 3 j:. + + + + N6 ° 1. `� +1.0 O6 + `3 + 11 + + 09 + u, 6 . + . T. Q's + 0 v + 0. 6110 + '• ° .� s / / \ \// ., 02 + os o� + L r 2 (S�DG �E /G ; 0 + + l09 0, ti .o o O a\ r /p �C--)o �y 0 0 + y \ + 8 + + + ir,_ 00 +_ + rr + l� Q 1 02 08 + .2 2 40 Qo + '•, 03 + 0.9 + 2 i3 + t..° CI rj0 0 1 v +� '0 Q c 1 02 03 + 0) �.� 10 +11 + 2 12 + '� 00 C,° _ + ' 01 + 0 r 09 + ? +) ''4 �� Q0 + ! 00 + 0 + 0 + Q0 4 + 7.2 + 0 s + 09 _1L 7 00 0 03 0 04 + 1!, F ° (�3f�' `•?0 �,c r '0 + 0 Q7 + 3 04 + OS 08 + , + 1 S + O0 0 ` C, + 0 0 0 0 +� o 0 2 0 4 0 09 + + + C00 + 016 .01 0.0 + 0) + 3 0 3 + 0) 0 9 + ) 3 + c 0 2 +n C! 0 0 r'! r) 00 + O1 + + 09 + Q 1 + Q0� �•2 + O1 7 4 + 00 + O° + 00 + 02 + OS + 0 j 02 + OCi + 00 0 0 + 0 0 0 1 + 0 ° Oo + 02 + °� 0; + ° + 00 p �0 + 2 + 08 + T- o 0- RO + 1- setb 01 + OS + s �� + o ° act Lin FND TBM % o �s r ?2 ° 00 + + e p ROD FOUND 2 0 0�5 + 02 L V ���• 0 r ° n 0 + pJ + 8 S-44 +�� » + Q° 04 � +402.QO w QO) '1 " 00 + Q(-, 0 0 �� Q 0 + QO + 0 ° TAX MAP 31 PARCEL 27A QG CHARLOTTESVILLE — ALBEMARLE AIRPORT AUTHORITY ZONED L1 USE: AIRPORT 51TE PLAN 111 =301 20 10 0 20 40 60 CD O C Z M O M THIS DRAWING IS THE PROPERTY OF ADVANCED MON DiIST U7 Ln 0 N 0 ROD I FND O f� ^O J � J � O ' V O O r ^ T O° O O° C W O ROD FND WALLIGHTER 250 ,CUTOFF LUMINAIRE 1 Building perimeters, entrances, walkways, residential yards, loading docks and many . I I • UL1572 Listed SUITABLE FOR WET LOCATIONS y y • CSArating pending -contactfactory ° ° - Three-piece din-cast aluminum housing protected inside and out with dark bronze electrocoatfinish - Enclosed, gaskoted, with anodized aluminum rellector and tempered glass bottom closure - • Standard acid tamper resistant ha rdwere included • Thru -feed conduit entrance an side with built -in - - conduit clamps • Frontaccessto ballast components when installed • Mogul or medium base lamps • MogufbasiFsocketwith- split outer shelf, lamp grips, and floating spring-loaded center contact • I • i � I - - aY.'• V116Y .'/+ y„ '[�• C . .•.1eT,W Y ` W25C 17 M 0 A 1 1 GL OB 0 0 Y ' LIGHT IES OPTICAL PRODUCT-16. WATTAGE SOURCE VOLTAGE BALLAST TYPE :: i-anCTION LENS TYPE CONFIGURATION COLOR OPTIONS xxxx . xx x x Ix x xxx xx xxx W25f; See See Sae Ballast See Ballast at:d I �':anu G = Glass See Ballast and 08 = Dark 8 =limo Dolay Wallighter Ballast Ballast and Photo- Photometric t. E Kit, see Photometric Bron2a Autometl- 250 1250 and and Pho- metric Solontion Table ; . , •ssoriss Selection Toblo cally WAIT 1111ti Photo- tometric Selection A = Autorag MGL : Mogul Switched luminaire metric Solection Table H =1IPF Reactor base Quartz cutoff 'Sitleetion Table 0 =120121ia/ nr Lag" ! (Standard F =Fusing (Not optics Tsblo S =HPS 2401277 without available 06.50 M =MH or Muluvolt K =1,at Ret;t�rt I M= Mag•Rag ; lamp) with multi�ont 07 =70 Merc 1 =12Q f.�EO = Medium ) IQ.! 100 (will) 2 =208 NLNPFReactor base Q= Non•Timo 175W or Lag (Standard Delay 15 -t VI only) S =240 with lamp) Automati- c aily 1T =175 5 =480 Switched 20 -200 0::347 Quartz 25 450 F =12OX347 LIGHTING NOTES: I . AULUUATE UNIFORM LIGHTING TO BE PROVIDED. WHERE U5ER5 WALK, THE AREA NEED5 TO BE LIT IN SUCH A MANOR THAT ANOTHER PER50N MAY BE IDENTIFIED AT ABOUT 25 YARDS AND 5UCH THAT THERE 15 NO GLARE FOR USERS. 2. ALL EXTERIOR LIGHTING SHALL BE 5HIELDED TO DIRECT LIGHT AWAY FROM ADJACENT PROPERTY AND. 5TREET5, 3. WALL MOUNTED LIGHTS 9' MAX HEIGHT. 70 UTILP.X�! ?t CURVE : }. GO r ti r \14&L L M0DIa'i D `" W ► : �" C F_ �-) x �V QE C/) 71 Y Tq a M C 48 STREET flf- .. o --� f- rnt— s 2tI O - 1 f1 rn C7 HOW r zpD aQ 1 ? a RATIO OFlIANVE1ISE01SrArl r0MOUNILNht1Gtt r r-- M t'irt?fUiiti'lfila.,nttR 's5- 7f3837 -113 General Eieciris U>lallitJllcer 2:iii Cutoff ftum .._.._.. inaire ISOFOO�f4 A 40U' CURVES Reflector No. 35- 444104.02, Refractor Clear Flat Glass Milt,, 01• tGNUOUGINAi atSTANCE TQ ktouNrit +ti MEiGIir • �. _ -5 __+ 2 , I;�. Sochi:[ Position Verucal Medium Base V; a ^� y LAME' --175 WAIT 1AUAL HALIDE C In -g �ZE MAXCANlIrLIA 441 ii Cow- ••► 1 -.-•It 1 • :, MA7('*•111;q.A1 1'• r.s.lq•hJ ••• �" ( Wu I'Mit,Et' At rs r I H:.111Y i(,t IZ iJL ±'. rl; A,Ultll';Y All I: i'I • I u ., i f" RAIIO . A;,lu M -W Mlfl'.Cl� 01) ..• ii, •is 1 - :IMF, ?• ty -• S -- _ a irlii 6Wu1Msi'jl y1 u — — i - y M64V •arr —� a NOIE: I FOOTCANii : 1tt7G UR 0° TOTAL I d:f. 46 5 ptFj r, taadp tvn�'raots NOTE: SITE LAYOUT PER SITE PLAN BY DOWNING SURVEYS, INC. JN #081107 DATED 10/13/09 ENGINEERING, LLC. IT SHALL NOT BE !:OPTED OR REPRODUCED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF ADVANCED ENGINEERING, LLC. IF USED WHOLLY OR PARTIALL'r• ON WORK `$Q�►' OTHER THAN THAT FURNISHED BY ADVANCED O� ENGINEERING, LLC., PRIVILEGE IS RESERVED Icy TO MAKE A CHARGE FOR DESIGNING COSTS. C,9 WHILE EVERY ATTEMPT HAS BEEN MACE IN O F. J. KEITH THE PREPARATION OF THIS PLAIN TO AVOID V. LICENSE NO, MISTAKES, THE DESIGNER AND COMPAIIY . 14 5108 o CANNOT GUARANTEE AGAINST HUMAN = _RROR. - 0 THE CONTRACTOR OR BUILDER hdUST (:.NECK ALL DIMENSIONS AND DETAILS AND REPORT �`rsJ)MALE� � ANY DISCREPANCIES TO ADVANCED EN = INEERING, LLC. PRIOR TO THE START OF WORK. No. DATE BY REVISION EFT TITLE LIGHTING & PROJECT NO. SCALE LANDSCAPING PLAN DATE E 2 SHOWN PROJECT 2 09/10 DRAWN BY JK PLEASANT GROVE BAPTIST CHURCH CHECKED BY EARLYSVILLE ROAD FJK ALBEMARLE COUNTY, VA 22936 DRAWING NO. Advanced Engineering, LLC P 113 � �Q 121 Crozierer, , VA VA. 23039 (804) 784 -3633 (804) 784 -3669 FAX E -Mail: AdvEngineering @aol.com LIGHTING NOTES: I . AULUUATE UNIFORM LIGHTING TO BE PROVIDED. WHERE U5ER5 WALK, THE AREA NEED5 TO BE LIT IN SUCH A MANOR THAT ANOTHER PER50N MAY BE IDENTIFIED AT ABOUT 25 YARDS AND 5UCH THAT THERE 15 NO GLARE FOR USERS. 2. ALL EXTERIOR LIGHTING SHALL BE 5HIELDED TO DIRECT LIGHT AWAY FROM ADJACENT PROPERTY AND. 5TREET5, 3. WALL MOUNTED LIGHTS 9' MAX HEIGHT. 70 UTILP.X�! ?t CURVE : }. GO r ti r \14&L L M0DIa'i D `" W ► : �" C F_ �-) x �V QE C/) 71 Y Tq a M C 48 STREET flf- .. o --� f- rnt— s 2tI O - 1 f1 rn C7 HOW r zpD aQ 1 ? a RATIO OFlIANVE1ISE01SrArl r0MOUNILNht1Gtt r r-- M t'irt?fUiiti'lfila.,nttR 's5- 7f3837 -113 General Eieciris U>lallitJllcer 2:iii Cutoff ftum .._.._.. inaire ISOFOO�f4 A 40U' CURVES Reflector No. 35- 444104.02, Refractor Clear Flat Glass Milt,, 01• tGNUOUGINAi atSTANCE TQ ktouNrit +ti MEiGIir • �. _ -5 __+ 2 , I;�. Sochi:[ Position Verucal Medium Base V; a ^� y LAME' --175 WAIT 1AUAL HALIDE C In -g �ZE MAXCANlIrLIA 441 ii Cow- ••► 1 -.-•It 1 • :, MA7('*•111;q.A1 1'• r.s.lq•hJ ••• �" ( Wu I'Mit,Et' At rs r I H:.111Y i(,t IZ iJL ±'. rl; A,Ultll';Y All I: i'I • I u ., i f" RAIIO . A;,lu M -W Mlfl'.Cl� 01) ..• ii, •is 1 - :IMF, ?• ty -• S -- _ a irlii 6Wu1Msi'jl y1 u — — i - y M64V •arr —� a NOIE: I FOOTCANii : 1tt7G UR 0° TOTAL I d:f. 46 5 ptFj r, taadp tvn�'raots NOTE: SITE LAYOUT PER SITE PLAN BY DOWNING SURVEYS, INC. JN #081107 DATED 10/13/09 ENGINEERING, LLC. IT SHALL NOT BE !:OPTED OR REPRODUCED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF ADVANCED ENGINEERING, LLC. IF USED WHOLLY OR PARTIALL'r• ON WORK `$Q�►' OTHER THAN THAT FURNISHED BY ADVANCED O� ENGINEERING, LLC., PRIVILEGE IS RESERVED Icy TO MAKE A CHARGE FOR DESIGNING COSTS. C,9 WHILE EVERY ATTEMPT HAS BEEN MACE IN O F. J. KEITH THE PREPARATION OF THIS PLAIN TO AVOID V. LICENSE NO, MISTAKES, THE DESIGNER AND COMPAIIY . 14 5108 o CANNOT GUARANTEE AGAINST HUMAN = _RROR. - 0 THE CONTRACTOR OR BUILDER hdUST (:.NECK ALL DIMENSIONS AND DETAILS AND REPORT �`rsJ)MALE� � ANY DISCREPANCIES TO ADVANCED EN = INEERING, LLC. PRIOR TO THE START OF WORK. No. DATE BY REVISION EFT TITLE LIGHTING & PROJECT NO. SCALE LANDSCAPING PLAN DATE E 2 SHOWN PROJECT 2 09/10 DRAWN BY JK PLEASANT GROVE BAPTIST CHURCH CHECKED BY EARLYSVILLE ROAD FJK ALBEMARLE COUNTY, VA 22936 DRAWING NO. Advanced Engineering, LLC P 113 � �Q 121 Crozierer, , VA VA. 23039 (804) 784 -3633 (804) 784 -3669 FAX E -Mail: AdvEngineering @aol.com