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Home My WebLink AboutSDP200800060 Plan - Approved 2008-12-16Q4J2 .9 RAY A. GRAHAM, lli D.B. 329 P. 120 ZONED RA is d, Very Dense/ I38 S h11r!./F Lloyd Wood, Jr. TM -P 79 -09 I 0 DB 824, P. 203 Zoned C -1 Use: Commercial I Typical Gravity Wall with 28" Blocks No Scale Note: Load Condition A Shown No Baelalope - No Surcharge) Move Blocks Forward During 28• Top Block Installtion to Engage Shear SETBACK = 1.25' Knobs (Typical) I.o 9e4er angle m well) Ground Level II lit III_ I I it l l al l l 1 l - III II il =II I I Exposed _ Free Draining Badcflll b Extend Wall Wall -at Least 12" Behind Well Height Non -Woven Geotextile Ground Level i_ II Fabric (If Specified)k I 1 — 28• Bottom Bock Leveling Pill VII Perforated Sods Drain As Specified by En ineer)9CrushedSlone illll Leveling Pad See Redi- Rock.com for Detailed Section Drawings of Each Condition Shown in the Design Charts Preliminary Dra wing 20JUN08 N J 1QQCD^ CQ Re ve SOL S ' ritica n tyy { 331 5) N r`Bldg n 00 RG ND PHONE BER OPTICS 00 o w 4 / Ty, -D Se Vegetati 0 o Z o m °° ° I —z z °ma wE L Z) \ Li \w Qf posed La , o o V) Wal/ R see Beta!/) ol proved equal. / O CIO IN 0 O310' T urr % ! - — z )N o Q t N 3Qberr w w m o a) u7 uj a TM 7 -17C L) L o w N N N CID N86 P4 ' °44' '% % ,/! 10 08 P s (1- ° o U i se: Re ial LL. U O 48' - o NfFfinericaegion Very V t tinS 0 2 -- Post 74 Lodge, Inc.r TMP79 - 5.9i Zone Oi CL VOF' fh CTIW Parking Site Data: Revised 19- Jun -08 0 `v Sq. ft. of sanctuary= 7344 Project: Charlottesville First Church of the Nazarene , o E I Req'd Parking 1 Space(s) per 75 Albemarle County ~ _0 or 97.9 spaces METHOD 1 CU CU N Owner: Charlottesville First Church of the Nazarene =3 Alternate Calculation 0 1011 Elliot Ave.Max No. seats= 371 Charlottesville, VA 22902 w ^ Lt_ Req Parking 1 Space(s) per 3 or 124.7 spaces METHOD 2 alContact: Charlottesville First Church of the Nazarene fExistingStdSpaces= 0 Attn: Pastor Bill Willis ( V Existing H.C. Spaces= 0 1011 Elliot Ave. New Std Spaces= 134 (9'x 18') standard spaces Charlottesville, VA 22902NewH.C. Spaces= 5 (8'x 18' with contiguous 8'x 18' Loading area) 434295 -5537 Total Spaces Provided= 139 Parking Spaces Project IN Tax Map & Parcel: TM 79 Parc. 10 Acreage: 6.77 Acres•g (Per Recent survey) Predeveloped Additional PostDeveloped Deed Book: (unk) Coverages s_f. S. s_f. %° Ac. Zoning: RA • } r iJ Q) 0 o -dBuildings /canopy - 0% 14,839 14,839 5/° 0.34 r Parking /Drive/Walks - 0% 78,917 78,917 27% 1.81 Magisterial District: Rivanna Districts r 731 Overla Districts: EC Entrance Corridor -Open/grass 294,901 100% - 201,145 68% 4.62 Y ( ) Total 294,901 100% 294,901 100% 6.77 +Waivers Requested None J } .. Existing impervious Coverage: 0% Reservoir Watershed: None VAl "` Fa NProposedImperviousCoverage: 32% No Landscaping Plan Req'd at Prelim. !. 729 Q 0 w o Datum: USGS ``: w Z a. o Frde Maximum Structure Height: TBD Benchmark: Traverse pt. SW comer of site (392.6) • ; 4C N o Paving Type: Asphalt ' a 4. J + I---I c — Survey: Gloeckner Engineering /Surveying, Inc. w — ,--I c Q Max. Number of Employees 10 (Anticipated) — ti - r , Of to , l--I v 4—Number of Seats /Visitors 374 Topographic Information: Aerial- Gloeckner Engineering /Surveying, Inc. of o No Scale) +,Vicin. MapNazareneChurch U1 -i- Shadwell - Design Sewage Flows 1 imti 1 4 41 U28 -Mar Submitt I ype O O Contributor Note: Quantity Unit Unit Flow Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total Church service 450 attendees 3 1350 1350 GPD Reviewed and Approved by the Extra Design attendees 50 persons 7 350 350 350 350 350 1750 GPD Communit Developrrlgnt Department Extra Staff 10 staff 15 150 150 150 150 150 750 GPD `fZWed. Nite Service 100 attendees 3 300 300 GPD Date Special Sat. Event (50% of Sun Load.) 1 L S. 675 675 675 GPD File# Totals 1350 500 500 800 500 500 675 4825 Gal /wk Per day flow Signature SHEET NO. 1 OF 1 from Time dosed System 889 GPD DWG. N0. 07 -020 z w a Z Preliminary Dra wing 20JUN08 N J 1QQCD^ CQ Re ve SOL S ' ritica n tyy { 331 5) N r`Bldg n 00 RG ND PHONE BER OPTICS 00 o w 4 / Ty, -D Se Vegetati 0 o Z o m °° ° I —z z °ma wE L Z) \ Li \w Qf posed La , o o V) Wal/ R see Beta!/) ol proved equal. / O CIO IN 0 O310' T urr % ! - — z )N o Q t N 3Qberr w w m o a) u7 uj a TM 7 -17C L) L o w N N N CID N86 P4 ' °44' '% % ,/! 10 08 P s (1- ° o U i se: Re ial LL. U O 48' - o NfFfinericaegion Very V t tinS 0 2 -- Post 74 Lodge, Inc.r TMP79 - 5.9i Zone Oi CL VOF' fh CTIW Parking Site Data: Revised 19- Jun -08 0 `v Sq. ft. of sanctuary= 7344 Project: Charlottesville First Church of the Nazarene , o E I Req'd Parking 1 Space(s) per 75 Albemarle County ~ _0 or 97.9 spaces METHOD 1 CU CU N Owner: Charlottesville First Church of the Nazarene =3 Alternate Calculation 0 1011 Elliot Ave.Max No. seats= 371 Charlottesville, VA 22902 w ^ Lt_ Req Parking 1 Space(s) per 3 or 124.7 spaces METHOD 2 alContact: Charlottesville First Church of the Nazarene fExistingStdSpaces= 0 Attn: Pastor Bill Willis ( V Existing H.C. Spaces= 0 1011 Elliot Ave. New Std Spaces= 134 (9'x 18') standard spaces Charlottesville, VA 22902NewH.C. Spaces= 5 (8'x 18' with contiguous 8'x 18' Loading area) 434295 -5537 Total Spaces Provided= 139 Parking Spaces Project IN Tax Map & Parcel: TM 79 Parc. 10 Acreage: 6.77 Acres•g (Per Recent survey) Predeveloped Additional PostDeveloped Deed Book: (unk) Coverages s_f. S. s_f. %° Ac. Zoning: RA • } r iJ Q) 0 o -dBuildings /canopy - 0% 14,839 14,839 5/° 0.34 r Parking /Drive/Walks - 0% 78,917 78,917 27% 1.81 Magisterial District: Rivanna Districts r 731 Overla Districts: EC Entrance Corridor -Open/grass 294,901 100% - 201,145 68% 4.62 Y ( ) Total 294,901 100% 294,901 100% 6.77 +Waivers Requested None J } .. Existing impervious Coverage: 0% Reservoir Watershed: None VAl "` Fa NProposedImperviousCoverage: 32% No Landscaping Plan Req'd at Prelim. !. 729 Q 0 w o Datum: USGS ``: w Z a. o Frde Maximum Structure Height: TBD Benchmark: Traverse pt. SW comer of site (392.6) • ; 4C N o Paving Type: Asphalt ' a 4. J + I---I c — Survey: Gloeckner Engineering /Surveying, Inc. w — ,--I c Q Max. Number of Employees 10 (Anticipated) — ti - r , Of to , l--I v 4—Number of Seats /Visitors 374 Topographic Information: Aerial- Gloeckner Engineering /Surveying, Inc. of o No Scale) +,Vicin. MapNazareneChurch U1 -i- Shadwell - Design Sewage Flows 1 imti 1 4 41 U28 -Mar Submitt I ype O O Contributor Note: Quantity Unit Unit Flow Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total Church service 450 attendees 3 1350 1350 GPD Reviewed and Approved by the Extra Design attendees 50 persons 7 350 350 350 350 350 1750 GPD Communit Developrrlgnt Department Extra Staff 10 staff 15 150 150 150 150 150 750 GPD `fZWed. Nite Service 100 attendees 3 300 300 GPD Date Special Sat. Event (50% of Sun Load.) 1 L S. 675 675 675 GPD File# Totals 1350 500 500 800 500 500 675 4825 Gal /wk Per day flow Signature SHEET NO. 1 OF 1 from Time dosed System 889 GPD DWG. N0. 07 -020 S 0. The McKnight SITE PLAN SCALE: N.T.S. 150 PARKING SPACES INCLUDING 6 H.C. SPACES (1 VAN ACCESSIBLE) 1 PER 3 SEATS BY ZONING = MINIMUM OF 150 SPACES) TOTAL ACREAGE = 7.32 AC. PROPERTY 1S ZONED RA MCKNIGHT & HOSTERMAN ARCHITECTS INC. ARE NOT RESPONSIBLE FOR THE ACCURACY OF SITE INFORMATION PROVIDED BY THE OWNER(S) AND /OR THEIR AUTHORIZED REPRESENTATIVES. I MCKNIGHT & HOSTERMAN ARCHITECTS INC. ARE NOT RESPONSIBLE FOR THE ACCURACY OF SITE INFORMATION PROVIDED BY THE OWNER(S) AND /OR THEIR AUTHORIZED REPRESENTATIVES.