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HomeMy WebLinkAboutWPO200600055 Plan - Stormwater 2007-03-21GENERAL NOTES LEGEND -E /T- 1. Site statistics: Albemarle County TM #32- Parcel #17, Zoned= RA, Total Area of Existing SYSTEM 6® METER /TRANSFORMER Lots= 34.3; TM #32- Parcel 17A (Proposed Church)=5.14 ac.; Total Disturbed Al 7.3 ac.; ALBEMARLE COUNTY GENERAL NOTES TABLE Building Al 0.61 ac. Main Bldg = 24,480 sf, Storage Bldg =266 sf, Maximum sf of all -_O_ TABLE OF PIPES buildings = 24,746 sf. Pavement and Walk Area= 2.45 ac.; Total Impervious area= 3.02 ac.; 1. Prior to any construction within any existing public TYPE Green Space= 2.12 ac. (41 %). Site is IS located within a reservoir watershed. right -of -way, including connection to any existing road, a OUT (TO) FROM # permit shall be obtained from the Virginia Department of LENGTH 2. Work in this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately TYPE Transportation (VDOT) Road and Bridge Specifications, the VDOT Road and Bridge Standards, reflect the requirements of the permit. Where any discrepancies - the Virginia Erosion and Sediment Control Handbook, the Virginia Erosion and Sediment Control occur the requirements of the permit shall govern. 1 Regulations and the County of Albemarle Design and Construction Standards. In the event of 40.80' 16.00% conflict between any of these standards, specifications or plans, the most stringent shall 2. All paving, drainage related materials and construction 2 govern. All utilities to be dedicated to the County of Albemarle shall be constructed and methods shall conform to current specifications and standards 585.00 (3) 585.00 (6) tested to conform to Commonwealth of Virginia Board of Health Waterworks and /or Sewerage of VDOT unless otherwise noted. 3 Regulations. 2.72% 15" HOPE 3. Erosion and siltation control measures shall be provided in 5 3. Erosion and sediment control measures shall be maintained continuously, relocated when accordance with the approved erosion control plans and shall 15" and as necessary and shall be checked after every rainfall. Seeded areas shall be checked be installed prior to any clearing, grading or other construction. DI -38, L =6' regularly and shall be watered, fertilized reseeded and mulched as necessary to obtain a 588.40 (4) 588.40 (7) 588.40 (8) 588.30 (2) dense standard of grass. 4. All slopes and disturbed areas are to be fertilized, seeded 130.61' 3.25% and mulched. The maximum allowable slope is 2:1 HOPE 4. All drain inlets shall be protected from siltation. Ineffective protection devices shall be (horizontol:vertical). Where reasonably obtainable, lesser slopes 48.31' immediately replaced and the inlet cleaned. Flushing is not an acceptable method of cleaning. of 3:1 or better are to be achieved. HOPE 5. When the crushed stone construction entrance has been covered with soil or has been 5. Paved, rip -rap or stabilization mat lined ditch may be 87.50' pushed into the soil by construction traffic it shall be replaced with a depth of stone equal required when in the opinion of the Albemarle County Director HOPE that of original application. of Engineering, or Directors designee, it is deemed necessary in 596.6 592.75 (5) order to stabilize a drainage channel. CHURCH SR 6. The location of existing utilities as shown is approximate only. The contractor is 96.00' 0.99% responsible for locating all public or private utilities which lie in or adjacent to the 6. All traffic control signs shall conform with the Virginia Manual 5 construction site. The contractor shall be responsible for repairing, at his expense, all for Uniform Traffic Control Devices. - existing utilities damaged during construction. Forty -eight (48) hours prior to any excavation 8 9 call Miss Utility 1 (800) 552 -7001. 7. Unless otherwise noted all concrete pipe shall be reinforced 15" HDPE concrete pipe - Class III, DI -3A 7. All underground facilities located within the County's right -of -ways shall be installed prior - 586.30 (2) to the placement of any part of the pavement structure. 8. All excavation for underground pipe installation must comply 129.05' 0.39% with OSHA Standards for the Construction Industry (29 CFR Part HOPE S. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any 1926). 593.5 other non compatible soil type material. Unsatisfactory materials also include man -made fills 589.50 (3) E1 and refuse debris derived from any source. 34.07' 14.0% 24" CONCRETE SURFACE, 5" AT 4000 PSI 8 9. Satisfactory material for use as fill for public streets include material classified in ASTM #4 BARS 0 16" O.C. OR 589.90 (9) D -2487 as GW, GP, GM, GC,SW,SP SM. SC, ML and CL groups. The moisture content shall be 6" X 6", 8/8 WWM 7 L controlled within plus or minus 2 percentage points of optimum imum to facilitate compaction. 15.62% 15" Tied in ASTM D -2487 as PT CH MH Generally, unsatisfactory materials include materials class) , 9 DI -3B L =8' 01, OH, and any soil soil too wet to facilitate compaction. CH and MH soils may be used 592.20 (10) 592.1 (8) subject to approval of the VDOT Engineer. Soils shall have a minimum dry density of 92 lb. 11 30.99' /cu.ft. per ASTM D -698 and shall have a liquid limit less than 17. - BASE AGGREGATE, a" OF VDOT # 68 HDPE 10. Compaction of fill material under building slabs shall be based upon recommendations of DI -3A 596.6 soils engineer after completion of standard Proctor test and shall meet bearing requirements FILTER CLOTH REQUIRED 14 of architect of buildings. See soils report by prepared by Froehling and Robertson, Inc. or FOR :XTERIOR SLABS COMPACT SUB -GRADE TO �1 0.66% contact John Pappas or Clyde Simmons at 1- 434- 823 -5154. The contractor shall be 95% PROCTOR DENSITY. 11 responsible for testing. CONCRETE PAVEMENT SECTION 587.00 (12) 587.00 13 ( ) 583.98 (14) 11. Materials used to construct embankments for any purpose, back -fill around drainage S5106 N.T.S. structures or in utility trenches or any other depression requiring fill or back -fill shall be 12 15" ES -1 compacted to 95% of maximum density as determined by the standard Proctor test as set - 595.0 (11) out in ASTM standard D -698. The contractor shall, prior to any operations involving filling or b k- f'llin submit the results of the Proctor tests to ether with a certification that the soil 13 15" ES -1 SURFACE COURSE. 2•' OF SM -`2AL BASE AGGREGATE, `COMPACT SUB -GRADE TO 6" OF 21 -A 95% PROCTOR DENSITY IGHT PAVEMENT SECTION NTS SURFACE COURSE, BASE COURSE, 2" OF SM -2A 3" OF BM -2 BASE AGGREGATE, `COMPACT SUB -GRADE TO 8" OF 21 -A 95% PROCTOR DENSITY HEAVY PAVEMENT SECTION NTS ac g u g tested is representative of the materials to be used on the project. Tests shall be conducted /`` / I �� by a certified materials testing laboratory and the certifications made by a licensed professional engineer. I1 � 12. All excavations, including trenches, shall be kept dry to protect their integrity. 13. Any discrepancies found between the drawings and specifications and site conditions or J any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities. Any work done before the engineer is consulted shall be done at the contractor's risk. 14. A preconstruction conference shall be held prior to the start of the construction. The contractor shall arrange the meeting with the County Erosion Control Administrator. 15. All storm sewer piping shall meet VDOT standards. Pipe bedding to be per VDOT PB -1. 16. All sanitary sewer piping shall be PVC SDR 35 unless stated otherwise on plans. Sanitary sewer lateral to be 6" PVC SDR 35 from sewer main to building at a minimum slope / Of 1.0%. HURT - RINKEL, LLC # / / T- E�T�� . TAX 32, PARCEL 41E I' k' / " ZONED: LI / / ✓/ / 'i E /T�- E /T- E/ 17. The proposed water meter and lateral to be 1" based on 109 fixture units with tank USE: UNIMPROVED DB. 2208, PG. 424 / - -- water closets. The water lateral is to be 1.5' from meter to building. The water meter and DB. 462, PG. 187 lateral connection to conform all IBC, VDH, and Albemarle County requirements. 6.653 AC /��/ //' �7 / , q ORE 18. Handicap spaces to have vertical signs With the international handicap symbol. At least one space must be van accessible with 'Van Accessible" sign below the international sign. Minimum height to sign bottom is 4' -0 ", maximum is 7' -0 ". y 19. The Erosion and Sediment Control Narrative is considered part of this plan and it should be adhered to, and its requirements met by contractor. o / � / ,! /�F �\ 0 y SEE DETAIL^ 20. For landscaping trees /shrubs refer to Landscape Plan provided by Alb'ston Associates for / i� Y, CON SDI. exact layout and details. 21. Proposed utilities and edge of pavement are shown by a solid line in the legend, `" 0 however if dashed on plans then it represents existing conditions. r 22. The Owner will coordinate with the County on the exact sign location and size. The sign Ot° location and size is to conform with all applicable County Ordinances and permit from County ®/ /// ��,' / / 0° required prior to sign construction. /j/ / /// A , 0 23. Proposed light poles are to be located approximately as shown on the lighting plan. / �/' Q •� / / /// ¢ oO Site contractor to coordinate with owner and electric subcontractor the exact location of the / Q w // poles and for the underground electric feed for the poles. Electric lines crossing under ,� \ Wv � /fg4, OlJ proposed pavement are to be sleeved in a 1.5" conduit. Light bases, poles, and fixture to conform to details shown on Site Lighting Plan. .hn // 7' N 24. All areas not designated as parking stalls ore to be fire lanes with no parking. / /��/ ^ // \ m 0 25. The 14'x20' brick storage building is for the storage of lawn care equipment and Boy 4,111, Scout camping gear. The building height to be 12.0'±. Q / 71 -E %IS N HOUSE 27. The construction of the private road, public sanitary sewer to edge of site, and .g• -; WAS To REMOVED stormwater management & quality for rear half of site are to be provided b Gold Leaf Land IXISTI 38, a =8' n 9 q Y P Y TOP- 91.79 / / SEE DETAIL Trust No. 3 to the Church Lot as part of the land purchase. A conceptual layout of utility NEW 4" IN= 583.68 i ON SD1.4 and roads are shown. IX 4 "IN 58174 IX 24" OUT= 583.64 , 28. There are no existing critical slopes on this site. However the reconstuction of Airport &R AD SIGN " _EtTt 5 Road by VDOT may potentially create some areas of critical slope along the VDOT ROW. Any ��, 7 critical slope that VDOT may create in the area of the private road connection will be ®PROPOSED CG -11 disturbed during the construction of this private road. Consider processing this potential ROPA CONNECTION I 5,R / critical slope disturbance with this special use permit. 10x0p CURB- 29. The stormwater from the front of this site is to be routed re through the tonal basin at EXISTING DI -38 Lt= OPENING cG- 9 the Hollymead Town Center, see attached Letter of Intent, Calculations for the SAM facility at TOP- 590.65 ZS's�. Hollymead Town Center to be provide to County by Greg Baldwin. Ex 24' IN= 584.1 i QK 30. Fire Suppression System: A 6" fire line is to extend to the building and the Fire Riser *� 2 Room. The 6• line will rise out of the floor slab and have a detector check and backflow; p r v n to r mounted vertically. Just past this vertical stack the 6" Fire Department Connection 4 pipe will tee off and extend to outside the building to a "Siamese" connection. Siamese is 35'R connection to meet local Fire Department connection requirements. /� 3606`W ' I L1 TONING LEGEND -E /T- STORM SEWER SYSTEM 6® METER /TRANSFORMER -W- WATER LINES TABLE OF STRUCTURES -_O_ TABLE OF PIPES �- STIR. # TYPE TOP IN (FROM) OUT (TO) FROM # TO # LENGTH SLOPE SIZE TYPE 1 PIPE END - - 576.00 1 2 40.80' 16.00% 15" HOPE 2 DI -36 L =6' 589.6 585.00 (3) 585.00 (6) 582.53 (1) 2 3 121.31' 2.72% 15" HOPE 2 5 114.00' 1.14% 15" HDPE 3 DI -38, L =6' 593.0 588.40 (4) 588.40 (7) 588.40 (8) 588.30 (2) 3 4 130.61' 3.25% 15" HOPE 3 7 48.31' 2.28% 15" HOPE 3 8 87.50' 1.60% 15" HOPE 4 DI -3A 596.6 592.75 (5) 592.65 (3) 4 5 96.00' 0.99% 15" HOPE 5 DI -3A 597.5 - 593.70 (4) 8 9 153.19' 1.44% 15" HDPE 6 DI -3A 591.0 - 586.30 (2) 9 10 129.05' 0.39% 15" HOPE 7 DI -38 L =6' 593.5 - 589.50 (3) E1 11 34.07' 14.0% 24" HDPE 8 DI -3A 593.85 589.90 (9) 589.8 (3) 11 12 34.90' 15.62% 15" HDPE 9 DI -3B L =8' 596.0 592.20 (10) 592.1 (8) 13 11 30.99' 15.97% 15" HDPE 10 DI -3A 596.6 - 592.7 (9) 14 11 57.65' 0.66% 24" HDPE 11 MH -2 596.0 587.00 (12) 587.00 13 ( ) 583.98 (14) 583.94 (E1) SEE AIRPORT ROAD AND TIMBERWOOD BOULEVARD ROAD PLANS 12 15" ES -1 - - 595.0 (11) 1. NOT OF PIPES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, ACTUAL LENGTHS ARE LESS. 13 15" ES -1 - - 594.5 (11) 14 DI -38. L =8' 589.39 584.58 (15) 584.54 (11) SEE AIRPORT ROAD AND TIMBERWOOD BOULEVARD ROAD PLANS SURFACE COURSE. 2•' OF SM -`2AL BASE AGGREGATE, `COMPACT SUB -GRADE TO 6" OF 21 -A 95% PROCTOR DENSITY IGHT PAVEMENT SECTION NTS SURFACE COURSE, BASE COURSE, 2" OF SM -2A 3" OF BM -2 BASE AGGREGATE, `COMPACT SUB -GRADE TO 8" OF 21 -A 95% PROCTOR DENSITY HEAVY PAVEMENT SECTION NTS ac g u g tested is representative of the materials to be used on the project. Tests shall be conducted /`` / I �� by a certified materials testing laboratory and the certifications made by a licensed professional engineer. I1 � 12. All excavations, including trenches, shall be kept dry to protect their integrity. 13. Any discrepancies found between the drawings and specifications and site conditions or J any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities. Any work done before the engineer is consulted shall be done at the contractor's risk. 14. A preconstruction conference shall be held prior to the start of the construction. The contractor shall arrange the meeting with the County Erosion Control Administrator. 15. All storm sewer piping shall meet VDOT standards. Pipe bedding to be per VDOT PB -1. 16. All sanitary sewer piping shall be PVC SDR 35 unless stated otherwise on plans. Sanitary sewer lateral to be 6" PVC SDR 35 from sewer main to building at a minimum slope / Of 1.0%. HURT - RINKEL, LLC # / / T- E�T�� . TAX 32, PARCEL 41E I' k' / " ZONED: LI / / ✓/ / 'i E /T�- E /T- E/ 17. The proposed water meter and lateral to be 1" based on 109 fixture units with tank USE: UNIMPROVED DB. 2208, PG. 424 / - -- water closets. The water lateral is to be 1.5' from meter to building. The water meter and DB. 462, PG. 187 lateral connection to conform all IBC, VDH, and Albemarle County requirements. 6.653 AC /��/ //' �7 / , q ORE 18. Handicap spaces to have vertical signs With the international handicap symbol. At least one space must be van accessible with 'Van Accessible" sign below the international sign. Minimum height to sign bottom is 4' -0 ", maximum is 7' -0 ". y 19. The Erosion and Sediment Control Narrative is considered part of this plan and it should be adhered to, and its requirements met by contractor. o / � / ,! /�F �\ 0 y SEE DETAIL^ 20. For landscaping trees /shrubs refer to Landscape Plan provided by Alb'ston Associates for / i� Y, CON SDI. exact layout and details. 21. Proposed utilities and edge of pavement are shown by a solid line in the legend, `" 0 however if dashed on plans then it represents existing conditions. r 22. The Owner will coordinate with the County on the exact sign location and size. The sign Ot° location and size is to conform with all applicable County Ordinances and permit from County ®/ /// ��,' / / 0° required prior to sign construction. /j/ / /// A , 0 23. Proposed light poles are to be located approximately as shown on the lighting plan. / �/' Q •� / / /// ¢ oO Site contractor to coordinate with owner and electric subcontractor the exact location of the / Q w // poles and for the underground electric feed for the poles. Electric lines crossing under ,� \ Wv � /fg4, OlJ proposed pavement are to be sleeved in a 1.5" conduit. Light bases, poles, and fixture to conform to details shown on Site Lighting Plan. .hn // 7' N 24. All areas not designated as parking stalls ore to be fire lanes with no parking. / /��/ ^ // \ m 0 25. The 14'x20' brick storage building is for the storage of lawn care equipment and Boy 4,111, Scout camping gear. The building height to be 12.0'±. Q / 71 -E %IS N HOUSE 27. The construction of the private road, public sanitary sewer to edge of site, and .g• -; WAS To REMOVED stormwater management & quality for rear half of site are to be provided b Gold Leaf Land IXISTI 38, a =8' n 9 q Y P Y TOP- 91.79 / / SEE DETAIL Trust No. 3 to the Church Lot as part of the land purchase. A conceptual layout of utility NEW 4" IN= 583.68 i ON SD1.4 and roads are shown. IX 4 "IN 58174 IX 24" OUT= 583.64 , 28. There are no existing critical slopes on this site. However the reconstuction of Airport &R AD SIGN " _EtTt 5 Road by VDOT may potentially create some areas of critical slope along the VDOT ROW. Any ��, 7 critical slope that VDOT may create in the area of the private road connection will be ®PROPOSED CG -11 disturbed during the construction of this private road. Consider processing this potential ROPA CONNECTION I 5,R / critical slope disturbance with this special use permit. 10x0p CURB- 29. The stormwater from the front of this site is to be routed re through the tonal basin at EXISTING DI -38 Lt= OPENING cG- 9 the Hollymead Town Center, see attached Letter of Intent, Calculations for the SAM facility at TOP- 590.65 ZS's�. Hollymead Town Center to be provide to County by Greg Baldwin. Ex 24' IN= 584.1 i QK 30. Fire Suppression System: A 6" fire line is to extend to the building and the Fire Riser *� 2 Room. The 6• line will rise out of the floor slab and have a detector check and backflow; p r v n to r mounted vertically. Just past this vertical stack the 6" Fire Department Connection 4 pipe will tee off and extend to outside the building to a "Siamese" connection. Siamese is 35'R connection to meet local Fire Department connection requirements. /� 3606`W ' I L1 TONING Si" 2004 -057 APPROVED: MAY 4, 2005 CONDITIONS: 1. The Church's mprovements and the scale and location of the mprovements shall be developed 'n general cord with the concept plan entitled The Church of Jesus Christ of Latter Day Saints, Rvanna Ward Waynesboro VA Stake, Conceptual Layout and Utility Plan' dated January 13. 2005; and 2. The proposed road or access way shall conform to public street standards for an urban section including curb, gutter, six (6) foot planting strip street trees, and a five (5) -foot sidewalk along the LDS site; and 3 TYe area of assembly shall be limited to a maximum eight thousand eight hundred (8,800) square feet; and 4. Conference meetings using an assembly area exceeding six thousand two hundred (6,200) square feet, which fe comprised of the chapel, overflow, and half of the cultural center as identified on Attachment D, shall be limited to four (4) times per year; and 5. Day care shall be prohibited unless approved through a special use permit amendment. SITE DESIGN: BLACKWELL ENGINEERING ATTN: ED BLACKWELL 566 EAST MARKET STREET HARRISONBURG, VA 22801 540- 432 -9555 BUILDING DESIGN: SEASE & ASSOCIATES, P.C. ATTN: JOHN SEASE 560 NEFF AVENUE, SUITE 100 HARRISONBURG, VA 22801 DEVELOPER: THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS PROJECT MANAGEMENT OFFICE ATTN: GORDON DAINES 3944 WILCOXSON DRIVE FAIRFAX, VA 22031 703 - 405 -3566 PROPERTY INFORMATION CHURCH OF JESUS CHRIST OF LATTER -DAY SAINTS TM# 32, PARCEL 17A1 ZONED RA, 5.14 AC ALBEMARLE COUNTY, VA VOTING DISTRICT 3 RIVANNA FEMA FLOOD ZONE X BUILDING INFO LEGACY STAKE MEETING HOUSE BLDG AREA = 24,460 SF SANCTUARY AREA = 6,327 SF BLDG HEIGHT 32' -0" STEEPLE HEIGHT 80' -0" MIX USE GROUPS A3, A4, B, E USBC /ICC CONSTRUCTION TYPE 5B PAVEMENT SECTION T- #8 OR #57 AGGREGATE GEOTEXTILE DRAINAGE FABRIC CD -1 UNDERDRAIN 0 N.T.S. VICINITY MAP SCALE: 1" =500' PARKING REQUIREMENTS LEGEND -E /T- ELECTRIC/TELEPHONE IT) METER /TRANSFORMER -W- WATER LINES --- (D- SANITARY LINES -_O_ SANITARY SEWER CLEANOUT �- STORM SYSTEM CHURCH GAS LINES 42 EXISTING CONTOURS 1340 PROPOSED CONTOURS + 86.4 PV PROPOSED SPOT GRADE - - • - EXISTING PROPERTY LINE - - • - PROPOSED PROPERTY LINE - SETBACK LINE 1 SP /75 SF EASEMENT LINE ;HURCH SITE EXISTING ROAD OVERFLOW CURBING: CG -2 OR CG -6 PROPOSED DITCH OR SWALE ❑D DUMPSTER �. HANDICAP PARKING ® CG -12 HANDICAP RAMP 353 FIRE HYDRANT ® WATER METER $ EXISTING UTILITY POLE {z PROPOSED LIGHT POLE - o-o -o- PROPOSED FENCE - - - EXISTING FENCE LINE Conducted by Barry Lotts, LS. in May 2005. CONCRETE PAVING (SIDEWALK) 0 SITE PAVEMENT C VDOT PAVEMENT [� LANDSCAPED OR GRASS AREA Si" 2004 -057 APPROVED: MAY 4, 2005 CONDITIONS: 1. The Church's mprovements and the scale and location of the mprovements shall be developed 'n general cord with the concept plan entitled The Church of Jesus Christ of Latter Day Saints, Rvanna Ward Waynesboro VA Stake, Conceptual Layout and Utility Plan' dated January 13. 2005; and 2. The proposed road or access way shall conform to public street standards for an urban section including curb, gutter, six (6) foot planting strip street trees, and a five (5) -foot sidewalk along the LDS site; and 3 TYe area of assembly shall be limited to a maximum eight thousand eight hundred (8,800) square feet; and 4. Conference meetings using an assembly area exceeding six thousand two hundred (6,200) square feet, which fe comprised of the chapel, overflow, and half of the cultural center as identified on Attachment D, shall be limited to four (4) times per year; and 5. Day care shall be prohibited unless approved through a special use permit amendment. SITE DESIGN: BLACKWELL ENGINEERING ATTN: ED BLACKWELL 566 EAST MARKET STREET HARRISONBURG, VA 22801 540- 432 -9555 BUILDING DESIGN: SEASE & ASSOCIATES, P.C. ATTN: JOHN SEASE 560 NEFF AVENUE, SUITE 100 HARRISONBURG, VA 22801 DEVELOPER: THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS PROJECT MANAGEMENT OFFICE ATTN: GORDON DAINES 3944 WILCOXSON DRIVE FAIRFAX, VA 22031 703 - 405 -3566 PROPERTY INFORMATION CHURCH OF JESUS CHRIST OF LATTER -DAY SAINTS TM# 32, PARCEL 17A1 ZONED RA, 5.14 AC ALBEMARLE COUNTY, VA VOTING DISTRICT 3 RIVANNA FEMA FLOOD ZONE X BUILDING INFO LEGACY STAKE MEETING HOUSE BLDG AREA = 24,460 SF SANCTUARY AREA = 6,327 SF BLDG HEIGHT 32' -0" STEEPLE HEIGHT 80' -0" MIX USE GROUPS A3, A4, B, E USBC /ICC CONSTRUCTION TYPE 5B PAVEMENT SECTION T- #8 OR #57 AGGREGATE GEOTEXTILE DRAINAGE FABRIC CD -1 UNDERDRAIN 0 N.T.S. VICINITY MAP SCALE: 1" =500' PARKING REQUIREMENTS BUILDING USAGE UNITS PARKING # REQUIRED EHB /TBF RATE EMPLOYEES SPACES 1 CHURCH 882• 1 SP /3 SEATS 1 294 plot pre pa ed n 4 5. Verification rotated boundary conducted r Lotts of Stuarts Draft, 540 - 943 -0012. SEATS E3. E ISTING 7 DI -38, U=61 ' 0P= 590.10 1 SANCTUARY + 8,777 SF 1 SP /75 SF 1 117 OVERFLOW EX. 24" OUT= 584.5 coordinates used on the topographic map. • INCLUDES ROSTRUM, CHAPEL, CHAPEL OVERFLOW AND CULTURAL CENTER 1ST TOTAL REQUIRED = 294 - & 2ND OVERFLOW SEATING SEE BUILDING PLAID. BASED ON NATIONW IDE MAXIMUM ALLOWE - D - 353 DATA FOR THIS BUILDING TYPE SIZE PARKING PROVIDED = 259' AND USAGE, THE CHURCH WILL NEED APPROXIMATELY 2003 SPACES FOR NORMAL WEEKLY USE AND 2703 FOR OCCASIONAL SPECIAL MEETINGS. SEE HANDICAP PROVIDED = B MEMO FROM AMELIA McCULLEY OF OCTOBER 12, 2005. SARAH PIETSEH 745 PEACH WAY FARLYSVILLE, VA 22936 TAX# 32, PARCEL 17E1 ZONED: U 1.6723 ACRES WENDELL W. WOOD TAX# 32, PARCEL 17E ZONED: U USE: EMPTY COMMERCIAL DB. 1892, PG. 506 DB. 981, PG. 125 54,2283 SF 10•x20' DUMPSTER PAD AND FENCE N 02'04'50" E 572.99' SEE DETAIL A AND B ON SD1.4 N2 '04 50 Cr „ ��-. etatik:nA4�'•!'aftll"P54'�.`_;, ,"i. ,, ,,g*A�h4'�°'y= •_.... - -� _:... - _._�- -.. - 1308 7� 10.4' 19' 25- SET ... _ ♦~ ■ ■ ■� ■■■ ■ w i'; ♦ �T I r\ r � '" ♦ � e r 1 ♦• CRAMP QCD -1 ■ ■ ■ ■ ■ g. 2.'r-TYP. Oj 19' � ■■ ■■ 10 8 8 0 Q �4 8 � ■ 9'x19 KING 10 CG-1 RpMpS 28 SE Lll PROPOSED CHURCH BUILDING TAX #32, PARCEL 17A1 5.14± ACRES ZONED RA FFE= 599.0' �g• � Ct1 /� �� 8 8' 10 '24Z2� / 7' .4 8'x7 PAD 14'x20' BRICK STORAGE MOUNTED 1�DIN9,_,12�1N( TRANSFORME / HEIGHT, SEE NOTE #2+'` 12 SEE DETAIL `�� 19• � z- C ON SD1.4 ♦ Q m 19' FIRE RISE R M g �r� 24, O3 _,_ SEE PROFILES /` FIRE DE AR EN CTIO DSATE TEE SHEET SD1.3 Fj �'.1 r °pN uN •• bN / ••1• • ✓ CD-1 m o •Ir• 'o• ••••,• D s2- ' • •• s� SEE DETAIL Q, • C ON SD1.4 5 •• / O to •1• �1 O I f,. PROPOSED" } •• TO SITE 174" METER x Ve f 99 PROPOSED 30' WIDE _- EXISTING TREELINE PROPOSED 30' WIDE g w, ENT. CG-11. 15'R + 8 WATER MAIN = 73 +00 14 +00 15 +00 v SE= -* 950+ GOLD LEAF LAND TRUST NO. 3 TAX# 32, PARCEL 17 TIMBERWOOD BOULEVARD ZONED:LI LRA USE: UNDEVELOPED 50' ROW De. 1745, PG. 696 CONSTRUCTION BY UNITED LAND CORPORATION OF AMERICA DB. 470, PG. 452 34.3± ACRES 16 +00 17 +00 1 IARK DATE REVISION 0 9 -15 -06 ARB -2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 ® 2 -21 -0(i COUNTY COMMENTS 11 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: SURVEY SURVEY NOTES Drawn by: EHB /TBF conducted by 434-293-3195. yofLSrot of plot pre pa ed n 4 5. Verification rotated boundary conducted r Lotts of Stuarts Draft, 540 - 943 -0012. / E3. E ISTING 7 DI -38, U=61 ' 0P= 590.10 , EX. 24" IN= 584.55 1. Bearings shown on the site are rotated from the recorded plat, in order to tie into the EX. 24" OUT= 584.5 coordinates used on the topographic map. 1 2. Topographical data as shown on sheet SD1.1 and SD1.2 was provided by Jordan Consulting Engineers, PC in March Of 1999, Field Verification Of Original topographical data ROADWAY IMPROVEMENTS FOR THE PROPOSED ROAD Conducted by Barry Lotts, LS. in May 2005. E4 ® AND TURN LANE WITH ALL ASSOCIATNED UTILITY INSTALLATION AND RELOCATIONS WILL BE BUILT BY ROPOSED 150' LONG, UNITED LAND CORPORATION OF AMERICA. 3. Vertical Datum based on U,S.G.S Mon. #Y155 set in 1935 (NAVD '29), Approximately 0.2 7j� 12' WIDE TURN LANE WITH 81' TAPER. mile West of Site at Rte. 649 A/ � A 1) .4 8'x7 PAD 14'x20' BRICK STORAGE MOUNTED 1�DIN9,_,12�1N( TRANSFORME / HEIGHT, SEE NOTE #2+'` 12 SEE DETAIL `�� 19• � z- C ON SD1.4 ♦ Q m 19' FIRE RISE R M g �r� 24, O3 _,_ SEE PROFILES /` FIRE DE AR EN CTIO DSATE TEE SHEET SD1.3 Fj �'.1 r °pN uN •• bN / ••1• • ✓ CD-1 m o •Ir• 'o• ••••,• D s2- ' • •• s� SEE DETAIL Q, • C ON SD1.4 5 •• / O to •1• �1 O I f,. PROPOSED" } •• TO SITE 174" METER x Ve f 99 PROPOSED 30' WIDE _- EXISTING TREELINE PROPOSED 30' WIDE g w, ENT. CG-11. 15'R + 8 WATER MAIN = 73 +00 14 +00 15 +00 v SE= -* 950+ GOLD LEAF LAND TRUST NO. 3 TAX# 32, PARCEL 17 TIMBERWOOD BOULEVARD ZONED:LI LRA USE: UNDEVELOPED 50' ROW De. 1745, PG. 696 CONSTRUCTION BY UNITED LAND CORPORATION OF AMERICA DB. 470, PG. 452 34.3± ACRES 16 +00 17 +00 1 IARK DATE REVISION 0 9 -15 -06 ARB -2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 ® 2 -21 -0(i COUNTY COMMENTS 11 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: EHB /TBF Checked by: EHB Civil Job Number: 1460 a ° � ^ I W a M O •o- a--�4 0 _ O U r Z Ip.'Tr'VI 7� N 4 _z lr -T ,l Q) N w r° Z C_ Z W O) J J _ W O � Y J C, m W - ON 6 (0 L U7) L p w n a 0 0 a U a Z o O m W a 6 gNgg�g �D U W 2- y R ° S + m xo �Og9 'd z w M - Z U 1Z w an _ rn 0 STAMP: _,�PLTH OF U C Bt/(C D °NO 3 a 1 A'po lTi Z/ D6 �4,? S /0 AI ENOX� PROJECT FOR: JESUS cCIH[IEgEST OF H.A'II'TER- -DAY W TflS PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE THE REAR TWO- THIRDS OF THE SITE DRAINS PROJECT ADDRESS: TO THE NORTH. A REGIONAL STORMWATER MANAGEMENT FACILITY FOR THIS AREA WILL BE LOCATED TOWARDS THE NORTHERN END AIRPORT ROAD SITE OF TM #32, PARCEL 17 AND WILL BE SIZED TM #32, PARCEL FOR THE CHURCH DEVELOPMENT. 17A1 0.40± ACRES OF PARCEL 17A1 TO BE FOR ROAD RIGHT OF WAY 18 +00 - I - APPROVED by the Albemarle County Community Development Department Date 3/2-1107 File WIP02.00600095 5WL`1 flans only SHEET TITLE: SITE LAYOUT AND UTILITY PLAN PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.1 LE98 -346T DATE SHEET 1 OF 8 EROSION & SEDIMENT CONTROL NOTES ES_ 1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND AR 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. (1996 REVISIONS) ES -2: 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. ES -3: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND ANY OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCES TAKE PLACE. ES -4: STABILIZATION MEASURES SHALL BE APPUED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ES -5: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN INCLUDING THE NARRATIVE SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -6: 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. ES -7: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -8: 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. ES -9: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -10: 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. ES -11: PERMANENT OR TEMPORARY SOIL STABILIZATIONS SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL STABILIZATION SHALL BE APPUED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE A FINAL GRADE E TEMPORARY PERMANENT SON EHHALLVBE ALL AREAS DISTURBED CONSTRUCTION SHALL BE STABILIZED ALL AREAS BY CONSTRUCTION CON TRU STABILIZED WITH TEMPORARY SEEDING WITHIN 7 DAYS FOLLOWING FINISH WITH PERMANENT SEEDING WITHIN 7 DAYS FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD & SPECIFICATION 3.31, TEMPORARY SEEDING, OF THE VIRGINIA & SPECIFICATION 3.32, PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL HANDBOOK. SEEDING MIXTURE SHALL BE AS INDICATED BELOW. SEEDING MIXTURE SHALL BE AS INDICATED BELOW. SPECIES LBS /ACRE SPECIES LBS /ACRE ANNUAL RYEGRASS & CEREAL RYE 50 -100 KENTUCKY 31 FESCUE 128 ANNUAL RYE GRASS 60 -100 RED TOP GRASS 2 GERMAN MILLET 50 SEASONAL NURSE CROP' 20 TOTAL 160 -250 TOTAL 150 -25 -OB *USE SEASONAL NURSE CROP AS INDICATED BELOW ❑ SEPT. 1st - FEB. 15th 998 ANNUAL RYE & CEREAL RYE ❑ FEBRUARY THROUGH APRIL ANNUAL RYE Cl FEB. 16th - APR. 30th ANNUAL RYEGRASS ❑ MAY THROUGH AUGUST FOXTAJL MILLET ❑ MAY 1st - AUG. 31st GERMAN MILLET ❑ 1 SEPTEMBER THROUGH NOVEMBER 15TH ANNUAL RYE 25 -YR. STORM WIDTH =6 ELEV =569.1 3 MIN. 2.0' ELEV =571.1 $ ES 13: DURING CONSTRUCTION OF THE PROJECT SOIL STOCK PILES SHALL ❑ NOVEMBER 16TH THROUGH JANUARY I WINTER RYE ORGANIC MULCH MATERIALS AND APPLICATION RATES VESCH TABLE 3.35 -A CONSTRUCTION ENTRANCE (3.02) RATES 2 -21 -06 COUNTY COMMENTS MULCHES PER ACRE PER 1000 SF NOTES: SILT FENCE (3.05) 14 - 2 TONS 11 -21 -06 STRAW OR HAY (MIN. 2 TONS FOR 70 - 90 IDS. FREE FROM WEEDS AND COARSE MATTER. MUST BE ANCHORED. 67 C.Y./ ACRE "DRY' STORAGE WINTER COVER) `FILTER ORIGINAL CLOTH GROUND: SPREAD WITH MULCH BLOWER OR BY HAND FIBER MULCH MINIMUM 35 Ibs. DO NOT USE AS MULCH FOR WINTER COVER OR DURING HOT, DRY 1500 IDS. INLET PROTECTION (307) PERIODS.- APPLY AS SLURRY CORN STALKS 4 - 6 tons 185 - 275 Its. CUT OR SHREDDED IN 4 -6" LENGTHS. AIR DRIED. DO NOT USE 10' MIN. IN FINE TURF AREAS. APPLY WITH MULCH BLOWER OR BY HAND. 0, m FREE of COARSE MATTER, AIR - DRIED. TREAT WITH 12 Ibs. WOOD CHIPS 4 - 6 tons 185 - 275 Ibs. NITROGEN PER TON. DO NOT USE IN FINE TURF AREAS. APPLY � cIR CULVERT INLET PROTECTION (3.08) WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. BARK CHIPS OR 50 70 1 - 2 FREE OF COARSE MATTER. AIR - DRIED. DO NOT USE IN FINE TURF SHREDDED BARK - c.y. c.y. AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. ' WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 Ibs. /ac. OR 45 Ibs. /1000 sq. ft. LE G E N D MARK DATE REVISION 70' MIN �1' ARC 10' MIN. *MUST EXTEND FULL WIDTH OF INGRESS AND EGREES AREA VDOT k 1 COARSE AGGREGATE 10' MIN. STONE CONSTRUCTION ENTRANCE 52103 N. T.5 NOTE: SEDIMENT BASIN SHALL REMAIN IN PLACE UNTIL SITE IS COMPLETED AND BUT WILL REMAIN DORMANT (UNDISTURBED FOR LONGER THAN 30 DAYS). EXISTING Designed by: RIGHT SLOPE a 0 40 42 -- -�- EXISTING CONTOURS 0 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL SHALL BE RETROFITTED WITH BIOFILTER PER DETAILS ON SHEET 501.5. PAVEMENT 6" MIN. LEFT DORMANT FOR MORE THAN ONE YEAR. O a0 28 - -- PROPOSED CONTOURS BASIN If WET STORAGE DRY STORAGE ® 9 COUNTY SITE PLAN T ODUST Q 1' ARC 1 10311 CF EXISTING OR ~ PROPOSED GROUND= 27 "/18" PROPOSED DITCH OR SWALE n -25 -OB COMMENTS 6 3" MIN. N IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL SLOPE + 28.3 PV PROPOSED SPOT ELEVATION ® 11 -8 -06 COUNTY VDOT AND COUNTY COMMENTS 10 -9 -06 FBI FILTER CLOTH 0 3' MAx. MpX. 25 -YR. STORM WIDTH =6 ELEV =569.1 3 MIN. 2.0' ELEV =571.1 $ ES 13: DURING CONSTRUCTION OF THE PROJECT SOIL STOCK PILES SHALL !� �I•l (� 5t cc CONSTRUCTION ENTRANCE (3.02) 2 -21 -06 COUNTY COMMENTS EXISTING 70' MIN. _�I SIDEWALK 0 BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. sr SILT FENCE (3.05) III 11 -21 -06 GROUND CLASS I RIPRAP r -, l_.7. J 11�� - EXCAVATE 4" X 4° TRENCH UPSLOPE OF STAKELINE. 67 C.Y./ ACRE "DRY' STORAGE � `FILTER ORIGINAL CLOTH GROUND: H� w r 1 � CROSS- SECTION AT OUTLET IP INLET PROTECTION (307) OUTLET LENGTH VDOT 21 -B 10' MIN. � 0, m � O SEDIMENT TRAP TABLE DIVERSION DIKE � cIR CULVERT INLET PROTECTION (3.08) DRAINAGE AREA AC OUTLET LENGTH 1R 0.7 4.5 T- * L SLOPE ROUNDING D E T A I LA' DD DIVERSION DIKE (3.09) 20' MIN. N.T.S O FILL DIVERSION (3.10) ® Date: APRIL 2006 - G SEDIMENT TRAP (3.13) Scale: 1" m 30' 10' MIN. *MUST EXTEND FULL WIDTH OF INGRESS AND EGREES AREA VDOT k 1 COARSE AGGREGATE 10' MIN. STONE CONSTRUCTION ENTRANCE 52103 N. T.5 NOTE: SEDIMENT BASIN SHALL REMAIN IN PLACE UNTIL SITE IS COMPLETED AND BUT WILL REMAIN DORMANT (UNDISTURBED FOR LONGER THAN 30 DAYS). SEDIMENT BASIN (3.14) Designed by: RIGHT SLOPE STABILIZED. UPON DIRECTION OF COUNTY E &SC ADMINISTRATOR, BASIN OP PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE Drawn by: 3:1 EHB/TBF SHALL BE RETROFITTED WITH BIOFILTER PER DETAILS ON SHEET 501.5. TEMPORARY SEEDING (3.31) LEFT DORMANT FOR MORE THAN ONE YEAR. O O OPERMANENT SEEDING (3.32) BASIN If WET STORAGE DRY STORAGE RISER /BARREL DRAINAGE AREA Civil Jab Number: ES_ 12 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON ODUST Q 1 10311 CF 10311 CF 27 "/18" 5.7 AC n DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER DISTURBED AREA TOP IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL p ❑ CJ DESIGN HIGH WATER I TOP OF DAM W INHIBIT EROSION. FBI 0 a 1r 3' MAx. 25 -YR. STORM WIDTH =6 ELEV =569.1 3 MIN. 2.0' ELEV =571.1 $ ES 13: DURING CONSTRUCTION OF THE PROJECT SOIL STOCK PILES SHALL !� �I•l (� Elow POINT A SHOULD BE HIGHER T14N TOP OF WET STORAGE 'N'7k BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. q III I POI. B A CLASS I RIPRAP r -, l_.7. J 11�� - EXCAVATE 4" X 4° TRENCH UPSLOPE OF STAKELINE. 67 C.Y./ ACRE "DRY' STORAGE � se SEDIMENT BASIN (3.14) Designed by: RIGHT SLOPE EHB OP OUTLET PROTECTION (3,18) Drawn by: 3:1 EHB/TBF 12" TEMPORARY SEEDING (3.31) #2 5'f 3:1 OPERMANENT SEEDING (3.32) Checked by: TEMP #3 EHB B/re SLOPE STABILIZATION (3.36)® Civil Jab Number: 11460 ODUST CONTROL (3.39)& r n 0 M WIN DISTURBED AREA TOP WIDTH 0 a ORIGINAL GROUND ELEV. I VARIABLE TOP OF DRY STORAGE 1' Q LL DRY STORAGE 2'1 HEIGHT TOP OF WET STORAGE CLEANOUT LEVEL OU WET STORAGE CLASS I RIPRAP r -, l_.7. J 11�� r'� DO Z - N uJ COARSE BOTTOM AGGREGATE `FILTER ORIGINAL CLOTH GROUND: H� w r 1 >_ N w w 60 z CROSS- SECTION AT OUTLET Z w � � J W OUTLET LENGTH O 3 CLASS I RIPRAP � 0, m � O SEDIMENT TRAP TABLE DIVERSION DIKE � W C3 � z .a DRAINAGE AREA AC OUTLET LENGTH 1R 0.7 4.5 L ES -14: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT Ili 8 '� AND ACEXTEND INTO AN O RISER CREST =568.1 TOP WIDTH FT 2 LLJ MATERIAL EXCESSIVELY MINIMIZE THAN ONE YEAR OR PERMANENT STABILIZATION ERODING SSHALL BE ALONG BOTTOM OF TRENCH, 67 C.Y./ ACRE ... o SLOPE STABILIZATION DETAIL® TOP ELEVATION 596.1 FILTER CLOTH YT�� _ ��I f 'f IJ - BACKFILL AND COMPACT "WET" STORAGE 1 SEE VESCH 336 FOR ADDITIONAL DETAILS N.T.S HEIGHT FT 2 Ul PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM ��� y��J EXCAVATED SOIL. �J, BOTTOM WIDTH FT 14 0 IS CORRECTED. �I' '" }� '" BOTTOM LENGTH FT 44 EXCAVATED AREA COPRSE an i BOTTOM ELEVATION 592 5 AGGREGATE I SEDIMENT CLEANOUT POINT 41 LF OF 18" CMP ® 4.447. I ES -15: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING W " T ("WET' STORAGE REDUCED _ INV =563.6 MIN. WET STORAGE CF 1266 M CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT WATER CANNOT "' '" %: i TO 34 C.Y./ ACRE) ® s tf3333: INV= 565.63 4 MIN. DRY STORAGE CF 1266 ENTER THE CONVEYANCE SYSTEM WTHOLTT FIRST BEING FILTERED OR FLOW "' ) F ®ELEV= 565.84 TOP OF WET STORAGE ELEV. 594.0 OI OTHERWISE TREATED TO REMOVE SEDIMENT. - ,e' TOP OF DRV STORAGE ELEV. 595.0 DRNNAGE INSTAUATON W r BOTTOM 565.0 CONCRETE BASE 1O DEWATERING ORIFICE: ELEV= 566.61, DIAMETER =4 " ®& N ES -16: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS (FRO. ELEVATION) OR PIPES ARE MADE OPERATIONS, ADEQUATE OUTLET PROTECTION AND ANY Q2 6" SINGLE WALL HOPE DEWATERING PIPE WITH OUTLET (PERSPECTIVE VIEW) REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED SEDIMENT BASIN 3 ROWS OF 4 1X2" HOLES EACH (12 TOTAL) d4TFi,' COARSE AGGREGATE SHALL BE VDOT #'3, #357, OR (/5 0 IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. SILT FENCE SILT FENCE (SHEET FLOW INSTALLATION) H.T.s FOR THE PURPOSES OF PLAN REVIEW AND APPROVAL, EDMOND 0_ N.T.S. O TRASH RACK 42" DA. x /5' HIGH, 16 GAGE SHALL BETAKEN TTOK MINIMIZE I ENCROACHMENT, CONTROL O SEDIMENT RECAUTIONS 52121 N.i.s. ® ANTI -SEEP COLLAR 5' x 5' H. BL4CKWELL. P.E. IS THE CERTIFIED RESPONSIBLE LAND DISTURBER. CONTRACTOR SHALL PROVIDE CERTIFIED TEMPORARY SEDIMENT TRAP TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT REPLACEMENT AT TIME OF CONSTRUCTION, REPLACEMENT NAME U POSSIBLE DURING CONSTRUCTION NONERODIBLE MATERIAL SHALL BE USED TO BE GIVEN TO COUNTY E &SC ADMINISTRATOR. NTS FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL 0. p °m MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER / / / <p V] F o H m MATERIALS l /A/ I / a ES -18: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION W o VEHICLES MORE THAN TWICE IN A SIX -MONTH PERIOD, A TEMPORARY l l l B`TB 11 / J y O E a0 ^ ul VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL / SHALL BE PROVIDED. l iAf ES -19: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED / /� rr PROPOSED 0 PROPOSED ,S 6 U ©o o v /'� / Z RETAINING WALL _ IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETE. qRETAINING WALL x 5 S w // / L /'I] (3.0' HIGH) (30' HIGH)Q W Q 04 ,$ P• ES -20: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE / u8 //. / 1 aW+'i14 N 02'04'50" E 57299 /- TC 1 D D ; Do U1 WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT -- ONE TIME. _ /s - - - B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF / u / S96 / �- ! � TRENCHES. u/ s 's,.,� °pL E /T , -..� 9N5 '- -- • PERMISSION TO GRADE C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR l /�/ �:6.y�s : • �0 3:1 SLOPE �' , ' ` i ON ADJACENT PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE OR BOTH, AND E /T\ ,, y,,,- D 1 PROPERTY PROVIDED DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OF OFF -SITE PROPERTY, �l I / l 11 g ', >, �.___ ,' �� I ' ° BY DEED OF EASEMENT D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY / I I 97.5 J! / // /s gg1i Ear / / z tc r ` ` DATED "AUGUST 1 2005. COMPACTED E ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. ' - -i _ ! ^� i' /' E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH / O/ / HP gl. TC , ©® OA Ei ✓/ Ijj • J/ s r 0 THESE REGULATIONS. �I O i .y v C j p F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPUED WITH. l I / - \ 0 , / •. R - bBJI a' �' N10" ES -21: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ,, 7 I ANDU CO DITOIOIN T E6 REMO MIL OF , 9b \ / 74 98• i �. • / � �;, "�_ OR PUBLIC ROADS, PROVISIONS SHALL BE MADE i0 MINIMIZE THE TRANSPORT CTION fl/ ,� F/ .. OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE / V 7 MP 1 G OP ! f +,,,"� r"° SD1.5FOR` SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE P /J) - G; ,. �ry F IJ/ D / ` ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. / S9y5) / �I. //- I ,5 0 y0 �.t ( r , _ y_ /. 0h - ., _�/� %� „+"" RETROFIT DETAIL SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVEUNG OR SWEEPING / / / TO ) s : C O .S , ,.:,! - I i SD SY CLASS AID' y1F' P L N 0 AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET /{ / / i H x L'% }., \ C l i` J % / / ;, 6 .rd++��� ! / ~�, _ + , IP RAP T MANNER. ' WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS / O a / J T 1 r .} / '• `"°"^ �O ^j}C %] 11 � ' ^_ 11 (n � .,,; : � + 98. • i' / 9 O� � � . .+*'" � EDMCOND ES -22: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL / / //// / F /JS / 98'5 G 5 GR L D BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE " -�j��j l / 8' .1 5 GR 7 5 TC --- , -� i ' TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE /qua j',� > : '• S / g0'T I %�. /f�� /p 23831 AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT / C 'y0 / / / / -N0 AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSTION OF xV 1 ' .�Qy, // TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT S9 / / /� + .H 9 &9 SW,. ��'- ) ' S i / ,.• i - v� fL` u�� V�1� 3 p p FURTHER EROSION AND SEDIMENTATION. /%/ xw / '7? TC / * " < �ss L % �`}' I SC' /o I TEMP 01 A \ .. SS /ONAL ENG \ / _ _ _ T P o SEDIMENT "\ • PROJECT FOR: .O m 955 OR . - - 98.5 9 .•GR / / ` ..,;ty P N 1INV= 562.67 THE CHMCI-I OF a 95.5 GR + PROPOSED CHURCH BASIN CHANNEL LINING / / / �' �`. 56' 50 LF 6" ADS N -12 jj[[�? �°�j $ CHRIST BOTTOM / / /: \ \ PAC" \.- o W 89. ST ® 1® ESL�JS � STAKE MEETING HOUSE �� ; �• • � 40 LF BAFFLE � WIDTH �/ F / a 1C � .. A vo'i 58 OF LATTER -DAY SAINTS G r t BASIN BOTTOM E ,ss,s, k, 596., + FEE= 599.0' + 9ti9 - CF� S�OpE R1GN5 5`OP s'E1 /. c.5. 98. 5 G98. g13A.1 PROJECT NAME: _ 1 � RIVANNA WARD WAYNESBORO TYPICAL DITCH SECTION EX. `QT• G 6 T % 24" OUT- 583.64 ?iI" '� 96, GR �_ 0 I t ' \. C 1 B _° 52111 .5 :�`` � '�►��.. - - VA STAKE DITCH BOTTOM WIDTH LEFT SLOPE RIGHT SLOPE MIN. DEPTH LINER ** #1 5't 3:1 3:1 12" GRASS #2 5'f 3:1 31 12" GRASS TEMP #3 0' 3:1 3:1 12" GRASS � � �• ... 98. g� 98.5 �� .. � �'• � -- PROJECT ADDRESS: T xp0 �` r S 9 96.4 TC v STC }, 9 .• _. �,� u AIRPORT ROAD SIT E Ur TC ��• .. T L - SB 1 9 PROPOSED * *GRASS LINING TO BE KENTUCKY .97 s rc TM WING GwAU 6 O „ ObZ � Foy _ BLUEGRASS OR TALL FESCUE. '� x g7 ._ g6• g55 `�� -- -- -. 7.4 S 9 O 4j °HI Y' p i r �••TS'O6, W20 5 ... \ s c : - w tG OSC r hj0 "'n++• • 0 SHEET Q\ y 15 DING DETAIL TYPICAL 96 GRADING AND 5 SG 'M"' EROSION STOCKPILE', \ ... _ P¢ 9 P JkS T PS I v S SEDIMENT e CONTROL PLAN 18" MIN. COOMPACTED an . I _ T� f f \ 1 13 +00 _ 14 +00 - 15 +00 \� 16 +00 l/ 1+00 \NV+ CMP® 39, 18 D FLOW OS TO` _ ��S S 02'11 ^56 3.36' +00 19 OO Ap _4 \7_4 EXISTING 1_1 I I- I F_1 ( F_I EX. 24 ON= 5 .55 _ '41 � 1 S XZ' %'..,, " - PROJECT DESIGNATION ' 1 E%. 24" IN- 584.55 J l -1 I I 1 -1 1 -1 1 -1 III -1 I. - z C SY. EA ye solL BOUNDARY 564-3201-78 Ex. 2a" ouT- 5e4.5 ®GLASS Al RIP, • 1 ' : `. ;' ! _ -_ D PROPERTY NUMBER SHEET N0. 4.5' MIN. I ��- _ ! 564 -3201 4 -T - -_,;�m __ �. SF °'"'"'.+^ p��p NUMBER DEVELOPMENT DIVERSION DIKE S �"" TIMBERWOpD BOULEVARD LE98 -346T ¢ s2,os % ' 50' ROW\ DATE (NOT TO SCALE CONSTRUCTION BY UNITED LAND CORPORATION OF AMERICA SHEET 2 OF 8 11 600 580 V. 1 ° =10" H: 1 " -50' I 1 PROPOSED I / AT CL PIPE 4, 121.31 L.F. 1 T Y i ¢0 80 L.F. 15" HDPE q 16.00% I� I ��5 NmnnnS Al EXISTING GRADE AT CL PIPE 620 600 58C W N N O O N O m YI v m N N N ' 10 +00 11 +00 12 +00 13 +00 14 +00 9 +00 10 +00 NOTE: VDOT APPROVED STORM DRAINAGE PIPING OF SIMILAR MANNINGS "N" VALUES MAY BE SUBSTITUTED FOR HIGH DENSITY POLYETHYLENE (HDPE). LUMINAIRE SCHEDULE Symbol Label any Catalog Number Dee,dp.on Lamp File Wrens LLF We. ❑ DI COAST TYPE IV, ONE 150 -WATT CLEAR A 12 KAD 150S R4 SHORT, CUTOFF ET -23.5 HIGH 91120401.IE1 16000 7.00 150 a LUMINAIRE PRESSURESODIUM HORIZONTAL POSITION. LUMINAIRE LOCATIONS No. Label MH Odentall. TIH 1 A 18.0 20.8 0.0 2 A 18.0 17.2 0.0 3 A 18.0 21.2 0.0 4 A 18.0 105.8 0.0 5 A 18.0 113.0 0.0 6 A 18.0 180.0 0.0 7 A 18.0 196.8 0.0 8 A 18.0 202.0 0.0 9 A 18.0 196.3 0.0 10 A 18.0 180.0 0.0 11 A 18.0 -76.0 0.0 12 A 18.0 64.0 0.0 STATISTICS Description Symbol Avg Max Min Cal, Zone #1 + 0.2 f, 92fc 0.0 to LEGEND LIGHTING NOTES: 1. LIGHTING ADHERE TO LOCAL ST LIGHTING STANDARDS. CALCULATIONS ARE -0,25- 0.25 FOOT CANDLES 2 HORIZONTAL GRADE. MEASURED ON A -0.5- 0.5 FOOT CANDLES 3. LIGHTING FIXTURES TO BE TYPE SHOWN OR APPROVED EQUAL. - 1.0 - 1.0 FOOT CANDLES -2.0- 2.0 FOOT CANDLES 5.0- 5.0 FOOT CANDLES Ann Mounted Drop or Flat LOOS Catoll Inwaded Us- KAG fl :I c r.1ial IPlaLly ah,ninunl KAD that forks Mtlndcm 77th a Iightteifting n�r,�u I or pvi ing nr nc.: tr et hghtml. -r1 prlcmatir lens. way' dnrl dr lot.. 'eiecl al- balkiAl5 hl h-re BCtai 111 I1. 9 f Contour'` ra ' r •Alm pnrf -.m lru.lSO JHPS.IDJh1A15nh11 {high pin 26r fa ctor c n3tent• 7detteg a au. H_,u9md Hugged die cast aft corn r Im sf er ,1 6 -tOTaV 7111 &HPSI Bah ahem , m h l .mg'.• rt1 812 tminal vnll last is copper wound end 10018 11, x1•: lhi,krc s Loh udadd I1. t noram 1.0 talked Dale a wall riounti nT I., tt darrl. ,;, r1 r I DDB Dual F m Hxr I has np I -s1. f' ds �0dF1; whir.h i, f.119 - hand�dtobular minum door frumI, has pr m t P I are d u 1 ha . th pp 0 1 -.. {past nL to P r 491 c pdah yr 1yl L Js Ica 4h II and r' c I.ti drap old n Iv arbnn.t a, I.- UL Ilsteel ONNt00J AY Oanrfram dully geskateA dh- ma -p-P -..1.i 2s UL Lid Isla ruhul.r al1ienn6' hndn NUMp.rofi d s UL_ Optics KAD roflactom arc anodized by ,d f I -I iaaaopna. IPW -Lifix I drafo Hrl d..Ena t d 1 1 F..., cm,di J I B t t L- l f l. R2 'Ruud wept R"19ry. nnui Rt F dThra V. 8, „2t MMR4ar:+, sfl :clura - arA mate tin and finial into. hnn gnhln. Ordering Information T Example: KAD 4OUM R3 120 SPDI:- i 1 I n :- IlatiF t.It,v .ion DpD -A: r,.eidr - na0 -:Inn' a I.I 1 nail '- 120 I- cn :l AD K 7W fir I II + - C e 205' SPOO le ' LYA,` LPI , h 1 KAa lBOS R T II 100s SP08a 9 ST r I'1Y i. - KAI nos K4 d 277 RPae6 L of L 1bl. ME 2Dbt 1 NAa 2505 t1. her 0..0Y 347 oro09 J - PER NFNA I - I I KA0 480$ R 4 T 480 \YWDOL I L I .1Ne t.. ne 1 le T8 li'WD04 J d: 7!II DNS Cur. - L-6 6 t. KAa 1nOM SRS T I'. NBDO b rat 13. p I till rcl KAa ISOM SR3 T 1V6D89 1 + to P it KAO 11581 SWE I I A 1a t To T i a KAa 280111 118 r.• also{.. 'ISII Ir. KruA to I. EC F y I KAa 1AM KTAIa T ,• I, SCWA nL LAA F.H tar elast lne KAU 320M1 0 O,iP a 4 I• rXP 41 18- 17U.11 KAa F. oil nAO1a1Y6 T ..r ,rn I„r CSA Cs,, "he KAO loom MOM NI 1 L a1- a <P 1 PTT NFMA +a.1.^' In PI- III[' ?0:1 PCO NI-NIA I k J .I PEA N[r1 r ut ck Pal NH1L n1. k SC hctna'a 1a t , HS Ilcu -H. .'N 11L Pin, R, ISRa' XAOYG V.nnd Ij BAOWG Wh.ecard LtrFSC m<n, nmex<a 1 «numel <na a <.. omen .< asn3. IsI 1aM I � 'gym hhonln cam r,urmwr,4um+nnro its. -� t'.PI.iU _..- o'c' a.a1 W \t� 600 580 11 +00 12 +00 13 +00 14 +00 STORM PROFI�E 12 TO 11 TO 13 SCALE: V AT PROPOSED GRADE H 1 " -50'1 _ _ _.. EXISTING GRADE AT CL PIPE 34.90 L.F. 15 HDPE 0 15.5 % 3099 L.F. 15" - - -0- +5979. -{ I 24' RCP FR M14 I i N M i i a _ 8 gg,7inr� l�l' IS I cvii99 `m II OII - - -0 11 DATUM ELEV (i ' 560.00 N no n ,n 9 +00 10 +00 11 +00 600 580 STORM PROFILE 2 TO 6 D SCALE. V 1 ' -10' H 1 °=50' PROPOSED GRADE AT CL, PIPE 114.00 LF. 1 °HDPE ®1.14% &ISTING GRADE / At CL PIPE oM ornu°3 r�i� o�Fl o izzo viler oo-Z ±�= 10 +00 11 +00 & ENTRANCE PROFILE &ENTRANCE PROFILE AT 14 +69.45 AT 17 +00.00 SCALE: SCALE: V: I"- 10' V: 1 " -10' H: i " =50' H: 1" =50' 600 - ROO 600 1 1.08%5. 1.90N PROPOSED GRADE w I AT CL ENTRANCE 580 �n o;n DATUM ELEV 580 580,00 PROPOSED GRADE AT CL ENTRANCE DATUM ELEV 50000 0 +00 1 +00 0 +00 1 +00 B646 SERIES Mm 10-1 WALL i PENDANT MOUNT • Hoslne is heavoaarall extruded alunlnLm for rtga0d durability. Wall unr has cast wall plate `or Ogld mo.mtl Tg t No Illrg mount is available on 0000. PerideTts are L dfor canopy mount ' tandard Is is" Lut sho•terstems are a.anaale by quotation. • Lens Is prismatn glass and Is standard on top of up or up/down units.. • optional to- flrrum bottom. Berrie s also ofered a• bottom treatment. • Ref ectors and dlrectlonal P.AFVR lamps provide symmetrical Type V distribution. • HPS, moral halide and compact fluorescent wurms arc callable Soo ordaining Intorn'aticn. • Standard tinlshesare darn tro m, Nadi, white and platinum. �B612- 1 - 50HPS - 120 - DBZ - B Ordering Information . a 5ni- soft, Finialr ,pti•.rn Sam, 8611,.E Sedes UpB9H' Volta e' BEt2 -, ;ene!WaP B61 :- d1 -7UHPr McguIBax 1204 12ge B►tl81k1.391PS A)gal tla=.e 1161. -64 N0Hi5 Mogulbdx 77 277, 86121- tO81P5 N1vuI Ba,.e 861:- 4E- iMArtll McCC Base" MT llMul:l -T4 ,6121- i5RiP5 bu aloxe 0G1:-4L-1001N: Medum MO :47 3ST eUK'tU.n!!aV) B6121.70MH Ae�ISm Base' 861,- dl-FEC26E L6 G2dqq--38 :se K 12110)1$1 '.Icdram R, ;<' C61.- .1LCLTa2.KLO GI!T law F8.47 86121 -15XNC Nedi2m Phi 6616:1 Series UpB9H' DBZ Dark Brunie PF12./1-'31240131 R �)d'7T Rxa R616d1-18131U MrfpH Rasa ILK of." A612d X2aq -3 Fase 8611841. 111011{5 Mcc'y�nII Box WRT Whie B(�; 5gtg,yap 86164E -30MH Atedum Base' sLI Moth- BG7 1- 101HP5 Nngul Base 8610-41- IM MMUm BUe• OLtlonr• 86161.151HP5 M,yu1. Bale 661641- i801N' Medum PAO A ndfla 6616 t -IQMH Me0lAm bas e• b8164t- PlC2dfL6 G'2'''4''gq3 It- I Ni"natic Glasslent B6161.10)MH 'AeIII Run :' 861641-R732-ELIB Csu q -31ase CA3 CaAj don Was DGIGI.30r1w N<diam NI, 061211 6e' Up, YA -0 .V -IkI' -4S "1 B616MC26 -ELB 52413 Base 862'- S2'1501 Module PAO IV Pendam d8" aem 11ddId.1AL-32 -F -B GX2 q.3 F>sa %255 Stria: UpiOOan, Peniat 86161- PL-424,8 •5X2444 Faso B62551tHP5 Mf9ul Bate {M6 6snj d.n Rs1g -R Wim PnlrAanl' R6lCS1f0NP{ Mnyrl Rao 1M/2 12•'errdsne 818163 -70+15 11,9.1 Bxe 862SS1'.0HP5 M i 91: IM 24 d• sen,ianr 86163- taNIPS N•)au1. Bxe 862557(AAN M. Bate' 1M,K 'i6• semm�t• ab163.. '43"1dose' tl62 }S.ILORNI MeaUm Bate+ 86163.101MH 'dedlam fllses B62SSPLC26iLB GZ��d�G-�3 Base W24 24•;11 a0 115163 -JOHN[ Aedim, Win 662i%PIT32.11.18 13 -3 bit w60 60 Yw F B6163AU26$Ba2Ag3 &ee j�,96 96, as "1.r Bd163 Pt-32 E.B ..x• 3 . Bs21- 35erla Pendam' LP IamS ircWdet "B6213.PO)HP 11 Bx• Itd -7COryMyP1S 2 u1 Base ��,- 101{191 �e�um Rases 1 IA,a.rlrnn i, ,n; Is -11 e IAm se' k, hoe ttp kIn rtandrd A/ a seleftL 86211.30ANC '.ledum WO I oar Imo,. anlla- PLr26$B r d 24• bate 2 Opions hstdledat'am�n. 116213 -PL- 324.11 'iX2 -3Ease a 4 504. 71674 D2Mt'mai661e.:mnnit hx,ory) 4 Con. "n Aewr, b. n<grh- harMan s ande d i•1 t)n )en Y)M bt)r 6Rn Nax Thr wattage os th<3625.5 NIB ap -a.irg is Nx Seepage??? M 4irresmoss. FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 STORM PROFILE 7 7 T TO 3 TO 1M SCALE: 1.i H V 1 " =10 r i ! r I P _ PROPOSED GRADE 48.31 L..t 1 15" \ --_ HDPE O Y Y.Pe% - -' - -` --- - -153: 129.05 L.F. 15" HDPE 0 0.39% ---- - 8'1.50 L.F 15° %rD J i HDPE to 160% - - N _ -I m N N m m N .-60 +a 9 9390 oa>0 i i N N Nlal >�>o> + DATUM ELEV 7 570.00 ' 10 +00 11 +00 12 +00 13 +00 14 +00 9 +00 10 +00 NOTE: VDOT APPROVED STORM DRAINAGE PIPING OF SIMILAR MANNINGS "N" VALUES MAY BE SUBSTITUTED FOR HIGH DENSITY POLYETHYLENE (HDPE). LUMINAIRE SCHEDULE Symbol Label any Catalog Number Dee,dp.on Lamp File Wrens LLF We. ❑ DI COAST TYPE IV, ONE 150 -WATT CLEAR A 12 KAD 150S R4 SHORT, CUTOFF ET -23.5 HIGH 91120401.IE1 16000 7.00 150 a LUMINAIRE PRESSURESODIUM HORIZONTAL POSITION. LUMINAIRE LOCATIONS No. Label MH Odentall. TIH 1 A 18.0 20.8 0.0 2 A 18.0 17.2 0.0 3 A 18.0 21.2 0.0 4 A 18.0 105.8 0.0 5 A 18.0 113.0 0.0 6 A 18.0 180.0 0.0 7 A 18.0 196.8 0.0 8 A 18.0 202.0 0.0 9 A 18.0 196.3 0.0 10 A 18.0 180.0 0.0 11 A 18.0 -76.0 0.0 12 A 18.0 64.0 0.0 STATISTICS Description Symbol Avg Max Min Cal, Zone #1 + 0.2 f, 92fc 0.0 to LEGEND LIGHTING NOTES: 1. LIGHTING ADHERE TO LOCAL ST LIGHTING STANDARDS. CALCULATIONS ARE -0,25- 0.25 FOOT CANDLES 2 HORIZONTAL GRADE. MEASURED ON A -0.5- 0.5 FOOT CANDLES 3. LIGHTING FIXTURES TO BE TYPE SHOWN OR APPROVED EQUAL. - 1.0 - 1.0 FOOT CANDLES -2.0- 2.0 FOOT CANDLES 5.0- 5.0 FOOT CANDLES Ann Mounted Drop or Flat LOOS Catoll Inwaded Us- KAG fl :I c r.1ial IPlaLly ah,ninunl KAD that forks Mtlndcm 77th a Iightteifting n�r,�u I or pvi ing nr nc.: tr et hghtml. -r1 prlcmatir lens. way' dnrl dr lot.. 'eiecl al- balkiAl5 hl h-re BCtai 111 I1. 9 f Contour'` ra ' r •Alm pnrf -.m lru.lSO JHPS.IDJh1A15nh11 {high pin 26r fa ctor c n3tent• 7detteg a au. H_,u9md Hugged die cast aft corn r Im sf er ,1 6 -tOTaV 7111 &HPSI Bah ahem , m h l .mg'.• rt1 812 tminal vnll last is copper wound end 10018 11, x1•: lhi,krc s Loh udadd I1. t noram 1.0 talked Dale a wall riounti nT I., tt darrl. ,;, r1 r I DDB Dual F m Hxr I has np I -s1. f' ds �0dF1; whir.h i, f.119 - hand�dtobular minum door frumI, has pr m t P I are d u 1 ha . th pp 0 1 -.. {past nL to P r 491 c pdah yr 1yl L Js Ica 4h II and r' c I.ti drap old n Iv arbnn.t a, I.- UL Ilsteel ONNt00J AY Oanrfram dully geskateA dh- ma -p-P -..1.i 2s UL Lid Isla ruhul.r al1ienn6' hndn NUMp.rofi d s UL_ Optics KAD roflactom arc anodized by ,d f I -I iaaaopna. IPW -Lifix I drafo Hrl d..Ena t d 1 1 F..., cm,di J I B t t L- l f l. R2 'Ruud wept R"19ry. nnui Rt F dThra V. 8, „2t MMR4ar:+, sfl :clura - arA mate tin and finial into. hnn gnhln. Ordering Information T Example: KAD 4OUM R3 120 SPDI:- i 1 I n :- IlatiF t.It,v .ion DpD -A: r,.eidr - na0 -:Inn' a I.I 1 nail '- 120 I- cn :l AD K 7W fir I II + - C e 205' SPOO le ' LYA,` LPI , h 1 KAa lBOS R T II 100s SP08a 9 ST r I'1Y i. - KAI nos K4 d 277 RPae6 L of L 1bl. ME 2Dbt 1 NAa 2505 t1. her 0..0Y 347 oro09 J - PER NFNA I - I I KA0 480$ R 4 T 480 \YWDOL I L I .1Ne t.. ne 1 le T8 li'WD04 J d: 7!II DNS Cur. - L-6 6 t. KAa 1nOM SRS T I'. NBDO b rat 13. p I till rcl KAa ISOM SR3 T 1V6D89 1 + to P it KAO 11581 SWE I I A 1a t To T i a KAa 280111 118 r.• also{.. 'ISII Ir. KruA to I. EC F y I KAa 1AM KTAIa T ,• I, SCWA nL LAA F.H tar elast lne KAU 320M1 0 O,iP a 4 I• rXP 41 18- 17U.11 KAa F. oil nAO1a1Y6 T ..r ,rn I„r CSA Cs,, "he KAO loom MOM NI 1 L a1- a <P 1 PTT NFMA +a.1.^' In PI- III[' ?0:1 PCO NI-NIA I k J .I PEA N[r1 r ut ck Pal NH1L n1. k SC hctna'a 1a t , HS Ilcu -H. .'N 11L Pin, R, ISRa' XAOYG V.nnd Ij BAOWG Wh.ecard LtrFSC m<n, nmex<a 1 «numel <na a <.. omen .< asn3. IsI 1aM I � 'gym hhonln cam r,urmwr,4um+nnro its. -� t'.PI.iU _..- o'c' a.a1 W \t� 600 580 11 +00 12 +00 13 +00 14 +00 STORM PROFI�E 12 TO 11 TO 13 SCALE: V AT PROPOSED GRADE H 1 " -50'1 _ _ _.. EXISTING GRADE AT CL PIPE 34.90 L.F. 15 HDPE 0 15.5 % 3099 L.F. 15" - - -0- +5979. -{ I 24' RCP FR M14 I i N M i i a _ 8 gg,7inr� l�l' IS I cvii99 `m II OII - - -0 11 DATUM ELEV (i ' 560.00 N no n ,n 9 +00 10 +00 11 +00 600 580 STORM PROFILE 2 TO 6 D SCALE. V 1 ' -10' H 1 °=50' PROPOSED GRADE AT CL, PIPE 114.00 LF. 1 °HDPE ®1.14% &ISTING GRADE / At CL PIPE oM ornu°3 r�i� o�Fl o izzo viler oo-Z ±�= 10 +00 11 +00 & ENTRANCE PROFILE &ENTRANCE PROFILE AT 14 +69.45 AT 17 +00.00 SCALE: SCALE: V: I"- 10' V: 1 " -10' H: i " =50' H: 1" =50' 600 - ROO 600 1 1.08%5. 1.90N PROPOSED GRADE w I AT CL ENTRANCE 580 �n o;n DATUM ELEV 580 580,00 PROPOSED GRADE AT CL ENTRANCE DATUM ELEV 50000 0 +00 1 +00 0 +00 1 +00 B646 SERIES Mm 10-1 WALL i PENDANT MOUNT • Hoslne is heavoaarall extruded alunlnLm for rtga0d durability. Wall unr has cast wall plate `or Ogld mo.mtl Tg t No Illrg mount is available on 0000. PerideTts are L dfor canopy mount ' tandard Is is" Lut sho•terstems are a.anaale by quotation. • Lens Is prismatn glass and Is standard on top of up or up/down units.. • optional to- flrrum bottom. Berrie s also ofered a• bottom treatment. • Ref ectors and dlrectlonal P.AFVR lamps provide symmetrical Type V distribution. • HPS, moral halide and compact fluorescent wurms arc callable Soo ordaining Intorn'aticn. • Standard tinlshesare darn tro m, Nadi, white and platinum. �B612- 1 - 50HPS - 120 - DBZ - B Ordering Information . a 5ni- soft, Finialr ,pti•.rn Sam, 8611,.E Sedes UpB9H' Volta e' BEt2 -, ;ene!WaP B61 :- d1 -7UHPr McguIBax 1204 12ge B►tl81k1.391PS A)gal tla=.e 1161. -64 N0Hi5 Mogulbdx 77 277, 86121- tO81P5 N1vuI Ba,.e 861:- 4E- iMArtll McCC Base" MT llMul:l -T4 ,6121- i5RiP5 bu aloxe 0G1:-4L-1001N: Medum MO :47 3ST eUK'tU.n!!aV) B6121.70MH Ae�ISm Base' 861,- dl-FEC26E L6 G2dqq--38 :se K 12110)1$1 '.Icdram R, ;<' C61.- .1LCLTa2.KLO GI!T law F8.47 86121 -15XNC Nedi2m Phi 6616:1 Series UpB9H' DBZ Dark Brunie PF12./1-'31240131 R �)d'7T Rxa R616d1-18131U MrfpH Rasa ILK of." A612d X2aq -3 Fase 8611841. 111011{5 Mcc'y�nII Box WRT Whie B(�; 5gtg,yap 86164E -30MH Atedum Base' sLI Moth- BG7 1- 101HP5 Nngul Base 8610-41- IM MMUm BUe• OLtlonr• 86161.151HP5 M,yu1. Bale 661641- i801N' Medum PAO A ndfla 6616 t -IQMH Me0lAm bas e• b8164t- PlC2dfL6 G'2'''4''gq3 It- I Ni"natic Glasslent B6161.10)MH 'AeIII Run :' 861641-R732-ELIB Csu q -31ase CA3 CaAj don Was DGIGI.30r1w N<diam NI, 061211 6e' Up, YA -0 .V -IkI' -4S "1 B616MC26 -ELB 52413 Base 862'- S2'1501 Module PAO IV Pendam d8" aem 11ddId.1AL-32 -F -B GX2 q.3 F>sa %255 Stria: UpiOOan, Peniat 86161- PL-424,8 •5X2444 Faso B62551tHP5 Mf9ul Bate {M6 6snj d.n Rs1g -R Wim PnlrAanl' R6lCS1f0NP{ Mnyrl Rao 1M/2 12•'errdsne 818163 -70+15 11,9.1 Bxe 862SS1'.0HP5 M i 91: IM 24 d• sen,ianr 86163- taNIPS N•)au1. Bxe 862557(AAN M. Bate' 1M,K 'i6• semm�t• ab163.. '43"1dose' tl62 }S.ILORNI MeaUm Bate+ 86163.101MH 'dedlam fllses B62SSPLC26iLB GZ��d�G-�3 Base W24 24•;11 a0 115163 -JOHN[ Aedim, Win 662i%PIT32.11.18 13 -3 bit w60 60 Yw F B6163AU26$Ba2Ag3 &ee j�,96 96, as "1.r Bd163 Pt-32 E.B ..x• 3 . Bs21- 35erla Pendam' LP IamS ircWdet "B6213.PO)HP 11 Bx• Itd -7COryMyP1S 2 u1 Base ��,- 101{191 �e�um Rases 1 IA,a.rlrnn i, ,n; Is -11 e IAm se' k, hoe ttp kIn rtandrd A/ a seleftL 86211.30ANC '.ledum WO I oar Imo,. anlla- PLr26$B r d 24• bate 2 Opions hstdledat'am�n. 116213 -PL- 324.11 'iX2 -3Ease a 4 504. 71674 D2Mt'mai661e.:mnnit hx,ory) 4 Con. "n Aewr, b. n<grh- harMan s ande d i•1 t)n )en Y)M bt)r 6Rn Nax Thr wattage os th<3625.5 NIB ap -a.irg is Nx Seepage??? M 4irresmoss. FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 STATISTICS Description Symbol Avg Max Min Cal, Zone #1 + 0.2 f, 92fc 0.0 to LEGEND LIGHTING NOTES: 1. LIGHTING ADHERE TO LOCAL ST LIGHTING STANDARDS. CALCULATIONS ARE -0,25- 0.25 FOOT CANDLES 2 HORIZONTAL GRADE. MEASURED ON A -0.5- 0.5 FOOT CANDLES 3. LIGHTING FIXTURES TO BE TYPE SHOWN OR APPROVED EQUAL. - 1.0 - 1.0 FOOT CANDLES -2.0- 2.0 FOOT CANDLES 5.0- 5.0 FOOT CANDLES Ann Mounted Drop or Flat LOOS Catoll Inwaded Us- KAG fl :I c r.1ial IPlaLly ah,ninunl KAD that forks Mtlndcm 77th a Iightteifting n�r,�u I or pvi ing nr nc.: tr et hghtml. -r1 prlcmatir lens. way' dnrl dr lot.. 'eiecl al- balkiAl5 hl h-re BCtai 111 I1. 9 f Contour'` ra ' r •Alm pnrf -.m lru.lSO JHPS.IDJh1A15nh11 {high pin 26r fa ctor c n3tent• 7detteg a au. H_,u9md Hugged die cast aft corn r Im sf er ,1 6 -tOTaV 7111 &HPSI Bah ahem , m h l .mg'.• rt1 812 tminal vnll last is copper wound end 10018 11, x1•: lhi,krc s Loh udadd I1. t noram 1.0 talked Dale a wall riounti nT I., tt darrl. ,;, r1 r I DDB Dual F m Hxr I has np I -s1. f' ds �0dF1; whir.h i, f.119 - hand�dtobular minum door frumI, has pr m t P I are d u 1 ha . th pp 0 1 -.. {past nL to P r 491 c pdah yr 1yl L Js Ica 4h II and r' c I.ti drap old n Iv arbnn.t a, I.- UL Ilsteel ONNt00J AY Oanrfram dully geskateA dh- ma -p-P -..1.i 2s UL Lid Isla ruhul.r al1ienn6' hndn NUMp.rofi d s UL_ Optics KAD roflactom arc anodized by ,d f I -I iaaaopna. IPW -Lifix I drafo Hrl d..Ena t d 1 1 F..., cm,di J I B t t L- l f l. R2 'Ruud wept R"19ry. nnui Rt F dThra V. 8, „2t MMR4ar:+, sfl :clura - arA mate tin and finial into. hnn gnhln. Ordering Information T Example: KAD 4OUM R3 120 SPDI:- i 1 I n :- IlatiF t.It,v .ion DpD -A: r,.eidr - na0 -:Inn' a I.I 1 nail '- 120 I- cn :l AD K 7W fir I II + - C e 205' SPOO le ' LYA,` LPI , h 1 KAa lBOS R T II 100s SP08a 9 ST r I'1Y i. - KAI nos K4 d 277 RPae6 L of L 1bl. ME 2Dbt 1 NAa 2505 t1. her 0..0Y 347 oro09 J - PER NFNA I - I I KA0 480$ R 4 T 480 \YWDOL I L I .1Ne t.. ne 1 le T8 li'WD04 J d: 7!II DNS Cur. - L-6 6 t. KAa 1nOM SRS T I'. NBDO b rat 13. p I till rcl KAa ISOM SR3 T 1V6D89 1 + to P it KAO 11581 SWE I I A 1a t To T i a KAa 280111 118 r.• also{.. 'ISII Ir. KruA to I. EC F y I KAa 1AM KTAIa T ,• I, SCWA nL LAA F.H tar elast lne KAU 320M1 0 O,iP a 4 I• rXP 41 18- 17U.11 KAa F. oil nAO1a1Y6 T ..r ,rn I„r CSA Cs,, "he KAO loom MOM NI 1 L a1- a <P 1 PTT NFMA +a.1.^' In PI- III[' ?0:1 PCO NI-NIA I k J .I PEA N[r1 r ut ck Pal NH1L n1. k SC hctna'a 1a t , HS Ilcu -H. .'N 11L Pin, R, ISRa' XAOYG V.nnd Ij BAOWG Wh.ecard LtrFSC m<n, nmex<a 1 «numel <na a <.. omen .< asn3. IsI 1aM I � 'gym hhonln cam r,urmwr,4um+nnro its. -� t'.PI.iU _..- o'c' a.a1 W \t� 600 580 11 +00 12 +00 13 +00 14 +00 STORM PROFI�E 12 TO 11 TO 13 SCALE: V AT PROPOSED GRADE H 1 " -50'1 _ _ _.. EXISTING GRADE AT CL PIPE 34.90 L.F. 15 HDPE 0 15.5 % 3099 L.F. 15" - - -0- +5979. -{ I 24' RCP FR M14 I i N M i i a _ 8 gg,7inr� l�l' IS I cvii99 `m II OII - - -0 11 DATUM ELEV (i ' 560.00 N no n ,n 9 +00 10 +00 11 +00 600 580 STORM PROFILE 2 TO 6 D SCALE. V 1 ' -10' H 1 °=50' PROPOSED GRADE AT CL, PIPE 114.00 LF. 1 °HDPE ®1.14% &ISTING GRADE / At CL PIPE oM ornu°3 r�i� o�Fl o izzo viler oo-Z ±�= 10 +00 11 +00 & ENTRANCE PROFILE &ENTRANCE PROFILE AT 14 +69.45 AT 17 +00.00 SCALE: SCALE: V: I"- 10' V: 1 " -10' H: i " =50' H: 1" =50' 600 - ROO 600 1 1.08%5. 1.90N PROPOSED GRADE w I AT CL ENTRANCE 580 �n o;n DATUM ELEV 580 580,00 PROPOSED GRADE AT CL ENTRANCE DATUM ELEV 50000 0 +00 1 +00 0 +00 1 +00 B646 SERIES Mm 10-1 WALL i PENDANT MOUNT • Hoslne is heavoaarall extruded alunlnLm for rtga0d durability. Wall unr has cast wall plate `or Ogld mo.mtl Tg t No Illrg mount is available on 0000. PerideTts are L dfor canopy mount ' tandard Is is" Lut sho•terstems are a.anaale by quotation. • Lens Is prismatn glass and Is standard on top of up or up/down units.. • optional to- flrrum bottom. Berrie s also ofered a• bottom treatment. • Ref ectors and dlrectlonal P.AFVR lamps provide symmetrical Type V distribution. • HPS, moral halide and compact fluorescent wurms arc callable Soo ordaining Intorn'aticn. • Standard tinlshesare darn tro m, Nadi, white and platinum. �B612- 1 - 50HPS - 120 - DBZ - B Ordering Information . a 5ni- soft, Finialr ,pti•.rn Sam, 8611,.E Sedes UpB9H' Volta e' BEt2 -, ;ene!WaP B61 :- d1 -7UHPr McguIBax 1204 12ge B►tl81k1.391PS A)gal tla=.e 1161. -64 N0Hi5 Mogulbdx 77 277, 86121- tO81P5 N1vuI Ba,.e 861:- 4E- iMArtll McCC Base" MT llMul:l -T4 ,6121- i5RiP5 bu aloxe 0G1:-4L-1001N: Medum MO :47 3ST eUK'tU.n!!aV) B6121.70MH Ae�ISm Base' 861,- dl-FEC26E L6 G2dqq--38 :se K 12110)1$1 '.Icdram R, ;<' C61.- .1LCLTa2.KLO GI!T law F8.47 86121 -15XNC Nedi2m Phi 6616:1 Series UpB9H' DBZ Dark Brunie PF12./1-'31240131 R �)d'7T Rxa R616d1-18131U MrfpH Rasa ILK of." A612d X2aq -3 Fase 8611841. 111011{5 Mcc'y�nII Box WRT Whie B(�; 5gtg,yap 86164E -30MH Atedum Base' sLI Moth- BG7 1- 101HP5 Nngul Base 8610-41- IM MMUm BUe• OLtlonr• 86161.151HP5 M,yu1. Bale 661641- i801N' Medum PAO A ndfla 6616 t -IQMH Me0lAm bas e• b8164t- PlC2dfL6 G'2'''4''gq3 It- I Ni"natic Glasslent B6161.10)MH 'AeIII Run :' 861641-R732-ELIB Csu q -31ase CA3 CaAj don Was DGIGI.30r1w N<diam NI, 061211 6e' Up, YA -0 .V -IkI' -4S "1 B616MC26 -ELB 52413 Base 862'- S2'1501 Module PAO IV Pendam d8" aem 11ddId.1AL-32 -F -B GX2 q.3 F>sa %255 Stria: UpiOOan, Peniat 86161- PL-424,8 •5X2444 Faso B62551tHP5 Mf9ul Bate {M6 6snj d.n Rs1g -R Wim PnlrAanl' R6lCS1f0NP{ Mnyrl Rao 1M/2 12•'errdsne 818163 -70+15 11,9.1 Bxe 862SS1'.0HP5 M i 91: IM 24 d• sen,ianr 86163- taNIPS N•)au1. Bxe 862557(AAN M. Bate' 1M,K 'i6• semm�t• ab163.. '43"1dose' tl62 }S.ILORNI MeaUm Bate+ 86163.101MH 'dedlam fllses B62SSPLC26iLB GZ��d�G-�3 Base W24 24•;11 a0 115163 -JOHN[ Aedim, Win 662i%PIT32.11.18 13 -3 bit w60 60 Yw F B6163AU26$Ba2Ag3 &ee j�,96 96, as "1.r Bd163 Pt-32 E.B ..x• 3 . Bs21- 35erla Pendam' LP IamS ircWdet "B6213.PO)HP 11 Bx• Itd -7COryMyP1S 2 u1 Base ��,- 101{191 �e�um Rases 1 IA,a.rlrnn i, ,n; Is -11 e IAm se' k, hoe ttp kIn rtandrd A/ a seleftL 86211.30ANC '.ledum WO I oar Imo,. anlla- PLr26$B r d 24• bate 2 Opions hstdledat'am�n. 116213 -PL- 324.11 'iX2 -3Ease a 4 504. 71674 D2Mt'mai661e.:mnnit hx,ory) 4 Con. "n Aewr, b. n<grh- harMan s ande d i•1 t)n )en Y)M bt)r 6Rn Nax Thr wattage os th<3625.5 NIB ap -a.irg is Nx Seepage??? M 4irresmoss. FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 W \t� 600 580 11 +00 12 +00 13 +00 14 +00 STORM PROFI�E 12 TO 11 TO 13 SCALE: V AT PROPOSED GRADE H 1 " -50'1 _ _ _.. EXISTING GRADE AT CL PIPE 34.90 L.F. 15 HDPE 0 15.5 % 3099 L.F. 15" - - -0- +5979. -{ I 24' RCP FR M14 I i N M i i a _ 8 gg,7inr� l�l' IS I cvii99 `m II OII - - -0 11 DATUM ELEV (i ' 560.00 N no n ,n 9 +00 10 +00 11 +00 600 580 STORM PROFILE 2 TO 6 D SCALE. V 1 ' -10' H 1 °=50' PROPOSED GRADE AT CL, PIPE 114.00 LF. 1 °HDPE ®1.14% &ISTING GRADE / At CL PIPE oM ornu°3 r�i� o�Fl o izzo viler oo-Z ±�= 10 +00 11 +00 & ENTRANCE PROFILE &ENTRANCE PROFILE AT 14 +69.45 AT 17 +00.00 SCALE: SCALE: V: I"- 10' V: 1 " -10' H: i " =50' H: 1" =50' 600 - ROO 600 1 1.08%5. 1.90N PROPOSED GRADE w I AT CL ENTRANCE 580 �n o;n DATUM ELEV 580 580,00 PROPOSED GRADE AT CL ENTRANCE DATUM ELEV 50000 0 +00 1 +00 0 +00 1 +00 B646 SERIES Mm 10-1 WALL i PENDANT MOUNT • Hoslne is heavoaarall extruded alunlnLm for rtga0d durability. Wall unr has cast wall plate `or Ogld mo.mtl Tg t No Illrg mount is available on 0000. PerideTts are L dfor canopy mount ' tandard Is is" Lut sho•terstems are a.anaale by quotation. • Lens Is prismatn glass and Is standard on top of up or up/down units.. • optional to- flrrum bottom. Berrie s also ofered a• bottom treatment. • Ref ectors and dlrectlonal P.AFVR lamps provide symmetrical Type V distribution. • HPS, moral halide and compact fluorescent wurms arc callable Soo ordaining Intorn'aticn. • Standard tinlshesare darn tro m, Nadi, white and platinum. �B612- 1 - 50HPS - 120 - DBZ - B Ordering Information . a 5ni- soft, Finialr ,pti•.rn Sam, 8611,.E Sedes UpB9H' Volta e' BEt2 -, ;ene!WaP B61 :- d1 -7UHPr McguIBax 1204 12ge B►tl81k1.391PS A)gal tla=.e 1161. -64 N0Hi5 Mogulbdx 77 277, 86121- tO81P5 N1vuI Ba,.e 861:- 4E- iMArtll McCC Base" MT llMul:l -T4 ,6121- i5RiP5 bu aloxe 0G1:-4L-1001N: Medum MO :47 3ST eUK'tU.n!!aV) B6121.70MH Ae�ISm Base' 861,- dl-FEC26E L6 G2dqq--38 :se K 12110)1$1 '.Icdram R, ;<' C61.- .1LCLTa2.KLO GI!T law F8.47 86121 -15XNC Nedi2m Phi 6616:1 Series UpB9H' DBZ Dark Brunie PF12./1-'31240131 R �)d'7T Rxa R616d1-18131U MrfpH Rasa ILK of." A612d X2aq -3 Fase 8611841. 111011{5 Mcc'y�nII Box WRT Whie B(�; 5gtg,yap 86164E -30MH Atedum Base' sLI Moth- BG7 1- 101HP5 Nngul Base 8610-41- IM MMUm BUe• OLtlonr• 86161.151HP5 M,yu1. Bale 661641- i801N' Medum PAO A ndfla 6616 t -IQMH Me0lAm bas e• b8164t- PlC2dfL6 G'2'''4''gq3 It- I Ni"natic Glasslent B6161.10)MH 'AeIII Run :' 861641-R732-ELIB Csu q -31ase CA3 CaAj don Was DGIGI.30r1w N<diam NI, 061211 6e' Up, YA -0 .V -IkI' -4S "1 B616MC26 -ELB 52413 Base 862'- S2'1501 Module PAO IV Pendam d8" aem 11ddId.1AL-32 -F -B GX2 q.3 F>sa %255 Stria: UpiOOan, Peniat 86161- PL-424,8 •5X2444 Faso B62551tHP5 Mf9ul Bate {M6 6snj d.n Rs1g -R Wim PnlrAanl' R6lCS1f0NP{ Mnyrl Rao 1M/2 12•'errdsne 818163 -70+15 11,9.1 Bxe 862SS1'.0HP5 M i 91: IM 24 d• sen,ianr 86163- taNIPS N•)au1. Bxe 862557(AAN M. Bate' 1M,K 'i6• semm�t• ab163.. '43"1dose' tl62 }S.ILORNI MeaUm Bate+ 86163.101MH 'dedlam fllses B62SSPLC26iLB GZ��d�G-�3 Base W24 24•;11 a0 115163 -JOHN[ Aedim, Win 662i%PIT32.11.18 13 -3 bit w60 60 Yw F B6163AU26$Ba2Ag3 &ee j�,96 96, as "1.r Bd163 Pt-32 E.B ..x• 3 . Bs21- 35erla Pendam' LP IamS ircWdet "B6213.PO)HP 11 Bx• Itd -7COryMyP1S 2 u1 Base ��,- 101{191 �e�um Rases 1 IA,a.rlrnn i, ,n; Is -11 e IAm se' k, hoe ttp kIn rtandrd A/ a seleftL 86211.30ANC '.ledum WO I oar Imo,. anlla- PLr26$B r d 24• bate 2 Opions hstdledat'am�n. 116213 -PL- 324.11 'iX2 -3Ease a 4 504. 71674 D2Mt'mai661e.:mnnit hx,ory) 4 Con. "n Aewr, b. n<grh- harMan s ande d i•1 t)n )en Y)M bt)r 6Rn Nax Thr wattage os th<3625.5 NIB ap -a.irg is Nx Seepage??? M 4irresmoss. FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 9 +00 10 +00 11 +00 600 580 STORM PROFILE 2 TO 6 D SCALE. V 1 ' -10' H 1 °=50' PROPOSED GRADE AT CL, PIPE 114.00 LF. 1 °HDPE ®1.14% &ISTING GRADE / At CL PIPE oM ornu°3 r�i� o�Fl o izzo viler oo-Z ±�= 10 +00 11 +00 & ENTRANCE PROFILE &ENTRANCE PROFILE AT 14 +69.45 AT 17 +00.00 SCALE: SCALE: V: I"- 10' V: 1 " -10' H: i " =50' H: 1" =50' 600 - ROO 600 1 1.08%5. 1.90N PROPOSED GRADE w I AT CL ENTRANCE 580 �n o;n DATUM ELEV 580 580,00 PROPOSED GRADE AT CL ENTRANCE DATUM ELEV 50000 0 +00 1 +00 0 +00 1 +00 B646 SERIES Mm 10-1 WALL i PENDANT MOUNT • Hoslne is heavoaarall extruded alunlnLm for rtga0d durability. Wall unr has cast wall plate `or Ogld mo.mtl Tg t No Illrg mount is available on 0000. PerideTts are L dfor canopy mount ' tandard Is is" Lut sho•terstems are a.anaale by quotation. • Lens Is prismatn glass and Is standard on top of up or up/down units.. • optional to- flrrum bottom. Berrie s also ofered a• bottom treatment. • Ref ectors and dlrectlonal P.AFVR lamps provide symmetrical Type V distribution. • HPS, moral halide and compact fluorescent wurms arc callable Soo ordaining Intorn'aticn. • Standard tinlshesare darn tro m, Nadi, white and platinum. �B612- 1 - 50HPS - 120 - DBZ - B Ordering Information . a 5ni- soft, Finialr ,pti•.rn Sam, 8611,.E Sedes UpB9H' Volta e' BEt2 -, ;ene!WaP B61 :- d1 -7UHPr McguIBax 1204 12ge B►tl81k1.391PS A)gal tla=.e 1161. -64 N0Hi5 Mogulbdx 77 277, 86121- tO81P5 N1vuI Ba,.e 861:- 4E- iMArtll McCC Base" MT llMul:l -T4 ,6121- i5RiP5 bu aloxe 0G1:-4L-1001N: Medum MO :47 3ST eUK'tU.n!!aV) B6121.70MH Ae�ISm Base' 861,- dl-FEC26E L6 G2dqq--38 :se K 12110)1$1 '.Icdram R, ;<' C61.- .1LCLTa2.KLO GI!T law F8.47 86121 -15XNC Nedi2m Phi 6616:1 Series UpB9H' DBZ Dark Brunie PF12./1-'31240131 R �)d'7T Rxa R616d1-18131U MrfpH Rasa ILK of." A612d X2aq -3 Fase 8611841. 111011{5 Mcc'y�nII Box WRT Whie B(�; 5gtg,yap 86164E -30MH Atedum Base' sLI Moth- BG7 1- 101HP5 Nngul Base 8610-41- IM MMUm BUe• OLtlonr• 86161.151HP5 M,yu1. Bale 661641- i801N' Medum PAO A ndfla 6616 t -IQMH Me0lAm bas e• b8164t- PlC2dfL6 G'2'''4''gq3 It- I Ni"natic Glasslent B6161.10)MH 'AeIII Run :' 861641-R732-ELIB Csu q -31ase CA3 CaAj don Was DGIGI.30r1w N<diam NI, 061211 6e' Up, YA -0 .V -IkI' -4S "1 B616MC26 -ELB 52413 Base 862'- S2'1501 Module PAO IV Pendam d8" aem 11ddId.1AL-32 -F -B GX2 q.3 F>sa %255 Stria: UpiOOan, Peniat 86161- PL-424,8 •5X2444 Faso B62551tHP5 Mf9ul Bate {M6 6snj d.n Rs1g -R Wim PnlrAanl' R6lCS1f0NP{ Mnyrl Rao 1M/2 12•'errdsne 818163 -70+15 11,9.1 Bxe 862SS1'.0HP5 M i 91: IM 24 d• sen,ianr 86163- taNIPS N•)au1. Bxe 862557(AAN M. Bate' 1M,K 'i6• semm�t• ab163.. '43"1dose' tl62 }S.ILORNI MeaUm Bate+ 86163.101MH 'dedlam fllses B62SSPLC26iLB GZ��d�G-�3 Base W24 24•;11 a0 115163 -JOHN[ Aedim, Win 662i%PIT32.11.18 13 -3 bit w60 60 Yw F B6163AU26$Ba2Ag3 &ee j�,96 96, as "1.r Bd163 Pt-32 E.B ..x• 3 . Bs21- 35erla Pendam' LP IamS ircWdet "B6213.PO)HP 11 Bx• Itd -7COryMyP1S 2 u1 Base ��,- 101{191 �e�um Rases 1 IA,a.rlrnn i, ,n; Is -11 e IAm se' k, hoe ttp kIn rtandrd A/ a seleftL 86211.30ANC '.ledum WO I oar Imo,. anlla- PLr26$B r d 24• bate 2 Opions hstdledat'am�n. 116213 -PL- 324.11 'iX2 -3Ease a 4 504. 71674 D2Mt'mai661e.:mnnit hx,ory) 4 Con. "n Aewr, b. n<grh- harMan s ande d i•1 t)n )en Y)M bt)r 6Rn Nax Thr wattage os th<3625.5 NIB ap -a.irg is Nx Seepage??? M 4irresmoss. FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 PROPOSED GRADE AT CL ENTRANCE DATUM ELEV 50000 0 +00 1 +00 0 +00 1 +00 B646 SERIES Mm 10-1 WALL i PENDANT MOUNT • Hoslne is heavoaarall extruded alunlnLm for rtga0d durability. Wall unr has cast wall plate `or Ogld mo.mtl Tg t No Illrg mount is available on 0000. PerideTts are L dfor canopy mount ' tandard Is is" Lut sho•terstems are a.anaale by quotation. • Lens Is prismatn glass and Is standard on top of up or up/down units.. • optional to- flrrum bottom. Berrie s also ofered a• bottom treatment. • Ref ectors and dlrectlonal P.AFVR lamps provide symmetrical Type V distribution. • HPS, moral halide and compact fluorescent wurms arc callable Soo ordaining Intorn'aticn. • Standard tinlshesare darn tro m, Nadi, white and platinum. �B612- 1 - 50HPS - 120 - DBZ - B Ordering Information . a 5ni- soft, Finialr ,pti•.rn Sam, 8611,.E Sedes UpB9H' Volta e' BEt2 -, ;ene!WaP B61 :- d1 -7UHPr McguIBax 1204 12ge B►tl81k1.391PS A)gal tla=.e 1161. -64 N0Hi5 Mogulbdx 77 277, 86121- tO81P5 N1vuI Ba,.e 861:- 4E- iMArtll McCC Base" MT llMul:l -T4 ,6121- i5RiP5 bu aloxe 0G1:-4L-1001N: Medum MO :47 3ST eUK'tU.n!!aV) B6121.70MH Ae�ISm Base' 861,- dl-FEC26E L6 G2dqq--38 :se K 12110)1$1 '.Icdram R, ;<' C61.- .1LCLTa2.KLO GI!T law F8.47 86121 -15XNC Nedi2m Phi 6616:1 Series UpB9H' DBZ Dark Brunie PF12./1-'31240131 R �)d'7T Rxa R616d1-18131U MrfpH Rasa ILK of." A612d X2aq -3 Fase 8611841. 111011{5 Mcc'y�nII Box WRT Whie B(�; 5gtg,yap 86164E -30MH Atedum Base' sLI Moth- BG7 1- 101HP5 Nngul Base 8610-41- IM MMUm BUe• OLtlonr• 86161.151HP5 M,yu1. Bale 661641- i801N' Medum PAO A ndfla 6616 t -IQMH Me0lAm bas e• b8164t- PlC2dfL6 G'2'''4''gq3 It- I Ni"natic Glasslent B6161.10)MH 'AeIII Run :' 861641-R732-ELIB Csu q -31ase CA3 CaAj don Was DGIGI.30r1w N<diam NI, 061211 6e' Up, YA -0 .V -IkI' -4S "1 B616MC26 -ELB 52413 Base 862'- S2'1501 Module PAO IV Pendam d8" aem 11ddId.1AL-32 -F -B GX2 q.3 F>sa %255 Stria: UpiOOan, Peniat 86161- PL-424,8 •5X2444 Faso B62551tHP5 Mf9ul Bate {M6 6snj d.n Rs1g -R Wim PnlrAanl' R6lCS1f0NP{ Mnyrl Rao 1M/2 12•'errdsne 818163 -70+15 11,9.1 Bxe 862SS1'.0HP5 M i 91: IM 24 d• sen,ianr 86163- taNIPS N•)au1. Bxe 862557(AAN M. Bate' 1M,K 'i6• semm�t• ab163.. '43"1dose' tl62 }S.ILORNI MeaUm Bate+ 86163.101MH 'dedlam fllses B62SSPLC26iLB GZ��d�G-�3 Base W24 24•;11 a0 115163 -JOHN[ Aedim, Win 662i%PIT32.11.18 13 -3 bit w60 60 Yw F B6163AU26$Ba2Ag3 &ee j�,96 96, as "1.r Bd163 Pt-32 E.B ..x• 3 . Bs21- 35erla Pendam' LP IamS ircWdet "B6213.PO)HP 11 Bx• Itd -7COryMyP1S 2 u1 Base ��,- 101{191 �e�um Rases 1 IA,a.rlrnn i, ,n; Is -11 e IAm se' k, hoe ttp kIn rtandrd A/ a seleftL 86211.30ANC '.ledum WO I oar Imo,. anlla- PLr26$B r d 24• bate 2 Opions hstdledat'am�n. 116213 -PL- 324.11 'iX2 -3Ease a 4 504. 71674 D2Mt'mai661e.:mnnit hx,ory) 4 Con. "n Aewr, b. n<grh- harMan s ande d i•1 t)n )en Y)M bt)r 6Rn Nax Thr wattage os th<3625.5 NIB ap -a.irg is Nx Seepage??? M 4irresmoss. FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 FAM F4 MIA HE I DEV NE' LIGHTMG IARK DATE I REVISION 9 -15 -06 ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25-06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12_21_06 COUNTY COMMENTS 1 -21 -06 Date: APRIL 2006 Scale: 1" = 30' Designed by: EHB Drawn by: NWB /TBF Checked by: EHB Civil Job Number: 1460 r an ^ I I+i ? M a I O v x (Pfrll�rlsq, O O � 00 z lrT,1 � N w C_ of \� v> Y LLJ 7 00 J] C CO N Fr 1W-11 O w S n 22 ue m r=a e 0 ui a Li a. z s ad o m xY r/2 O �Ix y'a6. W W � CO 0 STAMP: p -TH OF o s E D M 0 N D PROJECT FOR: jT[[?� (��T�H7E �Cv H(UURC]]jHj�OF j t(+�Ij� JESUS tiJ S 1e,e 1C7 EU6i) ll OF LATTER -DAY &VU- S'S PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: SITE SECTIONS, SITE LIGHTING PLAN, AND STORM DRAIN PROFILES PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.3 LE98 -346T DATE JUNE '05 SHEET 3 OF 8 VINYL POST VINYL FE AI VINYL FE CONCRET A DUMPSTER ENCLOSURE DETAIL A NITS VINYL FENCE POST CAP VINYL FENCE RAIL AND SLATS VINYL FENCE POST of POST REINFORCING 8" 5' REINF, GALV. STEEL IN TOP & BOT. RAILS SLOPE SLAB LOCKOUT AS REQUIRED CONCRETE SLAB WITH 8 TURNED -DOWN EDGES POST IN CONIC. FTG. B DUMPSTER ENCLOSURE SECTION NTS ROWL( 8" CONCRETE SLOPE SLAB BLOCKOUT AS REQUIRED v- Y CONCRETE SLAB WITH == +FF TURNED -DOWN EDGES C MECHANICAL ENCLOSURE DETAIL NTS POLE, COVER AND ANCHOR E BOLTS 1.3 NON- SHRINK GROUT d DIAMETER x 5' -8' LONG LONG CONCRETE HALE. v CONCRETE d ROAD BASE d A` 4 #5 RE -BARS IF -T 3/4' CONDUIT d 24' BELOW GRADE MIN. UNDISTURBED OR v, COMPACTED EARTH d' #3 TIES AT 12'O.C. GRANULAR BASE D POLE BASE DETAIL NTS LAWN OR ° GROUND COVER PARKING SIGN (R7 -8) 0 POLE BASE PLACE CONCRETE BASE AGAINST NATURAL UNDISTURBED EARTH, DO NOT OVER EXCAVATE AND HACKFILL FILL IN PIPE WITH CONCRET +d. CRACK CONTROL JOINTS CONCRETE EXPANSION JOINT SIDEWALK +F 5' -0" SD1.4 L POLE BASE PLAN VIEW VAN ACCESSIBLE SIGN (R7 -8A) d. FlNISH SEE NOTE 1 2' -6" CONCRETE 2' -6° 6' -0' MIN. GRADE PAVING BUILDING WALL LINE FINISH CURB, SIDEWALK, OR 6' 2' -0° GRADE k N4 CONT. ,,,,pOE 6" 2 0" PAVING 1' HUMUS TO BE CONCRETE MOW STRIP CONCRETE \ \ \"1`^ PAVING FLOOR LINE ROTOBLLED INTO z SIDEWALK — 2 3/8' p' -0° CONCRETE 2 3/8° TOPSOIL SLOPE b i SLOPE 1/2" PER FOOT 3 SLOPE w A_ 0?E i FINISH GRADE - SLOPE - 1/2" PER FOOT - _._ -__ �i - � � 6 m b v - - -- - -� ROAD BASE 0 BASE �--'-- GRANULAR BASE GRANULAR BASE ROAD BASE < SIDEWALK CONCRETE CURB 111 INC SHRUB PLANONG OCCURS: CONCRETE CURB WERE OCCURS 12 INCHES TOP SOIL B 3/8" 1' -9 5 /8" A4 CONT. AND GUTTER AND 1 INCH HUMUS 6° GRANULAR BASE 6° GRANULAR 8 3/e" 1' -9 5/8° BASE COMPACT BASE OFF SITE AND ON SITE WHEN WATER DRAINS TOWARD CURB SHRUB PLANTING COMBINATION SIDEWALK -CURB ON SITE WHERE WATER DRAINS AWAY FROM WALK COMPACTED SOIL BASE FOR USE ON PERIMETER AREAS WHERE WATER DRAINS AWAY FROM CURB E AREAS -SOIL PROFILE G AND GUTTER DETAIL NTS H INTEGRAL WALK & CURB DETAIL I APRON ADJACENT TO BUILDING J CURB AND GUTTER DETAIL NTS NTS 2 -6° FINISH GRADE PRIOR PAVNG (3) #4 CONTINUOUS CONCRETE DRAINAGE TO PLACING SOD 1" HUMUS TO BE FINISH GRADE PRIOR STRUCTURE. JOINTS AT FINISH SMOOTH ROTOBLLED TO SEEDING 6" 2' -0" 10' -0" O.C. W/ I° HUMUS TO BE INTO TOP SOIL FINISH �' EXPANSION JOINT FINISH GRADE PRIOR ROTODLLED GRADE PAVING AT 50' -O" O.C. ROUND CORNERS TO PLACING 1° HUMUS INTO TOP SOIL 2 3/8' i (1/2' RADIUS) FINISH GRADE PRIOR SIDEWALK, CURB SLOPE (TYF.) TYPICAL CONCRETE EDGE 6" TO PLACING 1" HUMUS OR MOW STRIP SLOPE FINISH GRADE PAVING c i\ o f�' FINISH GRANULAR BASE CONCRETE CURB BAE \ SOILPBA ED J 6° ROAD BASE GRADE TOP SOIL \— ROAD BASE 1 8 3/e" 1' -9 5/8" AND GUTTER GRANULAR COMPACTED MOW STRIP TOP SOIL J 1 GRANULAR SIDEWALK ROUGH GRADE PRIOR J BASE BASE 3• -0. SqL BASE OR CURB ROUGH GRADE PRIOR FOR USE ON PERIMETER AREAS WHERE COMPACT BASE TO PLACING TOP SOIL TO PLACING TOP SOIL WATER DRAINS TOWARD CURB ON SITE WATERWAY SODDED AREAS- SEEDED AREAS- (3�CLURB AND GUTTER DETAIL L FLAT DRAINAGE STRUCTURE M TYPICAL EDGE DETAIL N SOIL PROFILE NTS v SOIL PROFILE NS NTS NTS 12' -0" 8' -0" 6 -0' VINYL FENCE, SEE WALL UNE OBSTRUCTED RC W SATELLITE ANTENNA (BY SOUND INSTALLER) DETAIL A AND B ABOVE FINISH SMOOTH CONCRETE MOW STRIP 6' -0" VINYL WHERE LANK EXTENDS FENCE ROUND CORNERS TO WALL DUMPSTER LOCATION (1/2" RADIUS) DUMPSTER LOCATION 6" CONCRETE TYPICAL FENCE POLE FLOOR LINE 10° SLOPE - 1/2° PAD PER FOOT MIN. 6' CONCRETE PAD FINISH GRADE 6" CONCRETE LOADING RAMP - a FINISH GRADE 6' CONCRETE ASPHALT LOADING RAMP ^' --- 1 1/2" SLOPE 2 1/2° SLOPE o �� FOUNDATION W COMPACTED OBTAIN BASE PIPE FROM SOUND INSTALLER O _ __ ______ °'" _ _- R 1P• SOIL BASE 4 INSTALL EXACTLY PLUMB 1.3 6" ROAD BASE _ MOW STRIP ADJACENT TO BUILDING, COMPACTED STORAGE BUILDING, AND MECHANICAL L ---------------- 0 ENCLOSURES ANGLE VARIES WEATHER PROOF BOX W /DOOR MOUNTED TO SATELLITE HALE DUMPSTER PAD PLAN (� DUMPSTER PAD SECTION MOW STRIP AT FENCE MOW STRIP DETAIL INSTALLERER ANTENNA (BY SOUND P NTS "( NTS R NTS NTS 1 1/2'0 CONDUIT TO VIDEO CABINET M`/2E RIGID, WITH TWEATHERHEAD.HE \ 12" X 18" RESERVED RESERVED ppRKING ° d PARKING SIGN (R7 -8) SHEET N0. _ PLACE CONCRETE BASE AGAINST NATURAL UNDISTURBED EARTH, DO NOT OVER EXCAVATE AND HACKFILL FILL IN PIPE WITH CONCRET +d. DEVELOPMENT TO GROUND LEVEL 4 NUMBER LE98 -346T SD1.4 12" X 6" VAN DATE VAN ACCESSIBLE SIGN (R7 -8A) d. ACCESSIBLE (4) p3 TIES 8 4' O.C. " o (4) #5 TARS VERTICA #3 TIES B 18' QC. p •4 ° d 2' -O'o X 6' -4' DEEP ° d °d CONCRETE HALE T /PAVING T ACCESSIBILITY SIGN DETAIL NTS ARK DATE REVISION © 9 -15 -06 RB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL ® 9 -25 -06 COUNTY SITE PLAN COMMENTS 8 -24 -06 ® 11 -8 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 12 -2146 COUNTY COMMENTS 11 -21 -06 Date: APRIL 2006 Scale: NTS Designed by: EHB Drawn by: EHB /TBF Checked by: EHB Civil Job Number: r 11460 �J p r � � I M oi I 0 a q 0 O U r CO z N CA lrT,1 � N w Z C Z DO w J 0 DO ��( W ) m � o Y� (D Lc) I p w 2 � N N O) I N M 1 0 a `o I U Is. z $ 0 w ae �gu�m8 CE. a0 ? i� W d 04 W C m x O NO 8 1 �SS7ONAL ENO\ IM CHURCH OF 71ESUS CHEUST OF LATTER- -DAY SAINTS PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: DETAILS PROJECT DESIGNATION 564- 3201 -78 PROPERTY NUMBER SHEET N0. _ PLACE CONCRETE BASE AGAINST NATURAL UNDISTURBED EARTH, DO NOT OVER EXCAVATE AND HACKFILL 564— 3201 DEVELOPMENT Z SATELLITE DISH INSTALLATION DETAIL NUMBER LE98 -346T SD1.4 NTS DATE SHEET 4 OF B F fff � OVERSEED 2:1 SLOPES OF - SEDIMENT BASIN ABOVE ELEVATION 567.5 WITH KENTUCKY 31 TALL "FESCUE AT THE RATE OF 2 POUNDS _ PER 1,000 SQUARE FEET. / J i, TOP OF BIO- FILTER MIX = 567.50 / AREA =7.480 ) i 000 00I INV= 583.51 SS GRADE TO DRAIN AT 17. LIMITS OF UypERORAIN GRAVEL 0.00 T REMOVE BAFFLE - � � � - 1V � INV- 563.3�� �a - 564.25 1 i ` i � � a \ I a 56d i �• O I. I I = 564.25 P) 1 8 \ :—( i TREE (TYP) INVc563? INV= 56333\ ISt _ IN 0 ILEANOUT (TYP} V= 563.531 I�' -_ 6" PERFORATED SCHEDULE. S6S \ \ _ m `.I \ v SR 40 PVC PIPE AT 1% (TYR) .. _. •�S .. -. _.. _... ... _-- _— _ - - - - -- _ — — — _ _ 565 , — — — — r \ 5 r ,� —_ —� 572 \ TOP BIO- FILTER MI %= 56 567.50 E 2:1 SLOPES OF. A SEDIMENT SEDIMENT T BASIN ABOVE ELEVATION REA =7 480 SF • 567.5 WITH KENTUCKY 31 TALL FESCUE AT THE RATE OF 2 POUNDS - - - -__ - PER 1,000 SQUARE FEET. -.. 1 SEDIMENT BASIN #1 A RETROFIT TO BIOFILTER _.... -.. SCALE: 1 " =10' RED MAPLE, BLACK ASH, RED ASH, YELLOW BIRCH, SWEET GUM OR COMBINATIONS, 1" CALIPER, 20• O.C. STAGGERED ROWS, PLANTED BETWEEN UNDERDRAINS. 11 TREES TOTAL. SEE PLANTING DSM DETAIL LD -3. CUT 6"0 ICLEANOUT W /WATERTIGHT ORIFICE BOTH SEDIMENT BASIN RELEASE CAP ® 50' O.C. (TYR) SIDES OF ANTI- VORTEX DEVICE STRUCTURE (RISER) TOP =568.0 SOD TURF COVER I TOP =571.1 ELEV =567.5 TOP =566.1 0.60 P ND Tf0 = .0 BARREL INV =563.6 EXISTING 1R1U11 LUCK BIO- FILTER MIX LUCK IO- GRAVEL SEE DSM DETAIL WR -15. INV= 563.17 INV = 565.63 INV = 562.67 GRADE TO DRAIN AT 1% �\ ----------- 50 LF 6" ADS N -12 ST IB ® 1.007.. (AASHTO M43, 1h" - 1 ") 6" PERFORATED SCHEDULE 40 PVC CAP EACH END. INSTALL 10' FROM AND WRAPPED IN FILTER FABRIC PIPE AT 1% SLOPE AND 20' O.C. PARALLEL TO BARREL BEFORE ACROSS SEDIMENT BASIN. CONSTRUCTING SEDIMENT BASIN BERM. SECTION A -A Al SEDIMENT BASIN #1 RETROFIT TO BIOFILTER SCALE: 1"=10' NOTE: BMP ITEMS SHOWN BOXED TO BE INSTALLED 1 YEAR AFTER UPSLOPE LAND IS STABILIZED REVISION ARB- 2004 -160 REVIEW COMMENTS 8- 30 -06, ET AL COUNTY SITE PLAN COMMENTS 8 -24 -06 VDOT AND COUNTY COMMENTS 10 -9 -06 COUNTY COMMENTS 11 -21 -06 Date: APRIL 2006 Scale: 1" = 10, Designed by: EHB Drawn by: EHB /TBF Checked by: EHB Civil Job Number: 1460 a T. a ' I a I 0 a 12 q O _ O O Do z O Q) (14 CV w ° �Z i � w L� p > 3 M o W 'p m � O .. ` p w v1 N u7 rn I N M a I °a N 0 a U a z S o g 0 46 6 U w za N�a� 0 STAMP: ��PLTH OF p EDMOND H. ? LL 9 0.(238 1 �SS70NAL ENO\ PROJECT FOR: j[? 'd'!�!"I]E CH(Q�JRCjII�-I¶�O1F ST OF LATTER- -DAY SAINTS PROJECT NAME: RIVANNA WARD WAYNESBORO VA STAKE PROJECT ADDRESS: AIRPORT ROAD SITE TM #32, PARCEL 17A1 SHEET TITLE: BIOFILTER RETROFIT DETAILS PROJECT DESIGNATION 564 - 3201 -78 PROPERTY NUMBER SHEET NO. 564 -3201 DEVELOPMENT NUMBER S D 1.5 LE98 -346T DATE SHEET 5 OF 8