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HomeMy WebLinkAboutSDP200400069 Plan - Approved Minor Amendment 2004-09-23XISTING NTRANCE PARKING G / / / 1 07 / / r /: o cc/ / uzi / / o / l l U) W / /w 1 / / a J /I / / / / H Q Z a WUD N�/ / / / / o�J H ❑ Z '° � I k / / / / CF_1 " LD 0 o> (II�, �m�mom EXHB" SS 3 I z lam' 6/ rl ,l �z��ov 3 O CD J Q J J Ww M cl- W o o DC O rT ��''y�y-'• H a W o I— Cn m 1r v X W PARK} GENERAL COINSTRUCTION NOTES FOR SITE PLANS 1. Prior to alny construction within any existing public right-of-way, NG including (connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govelrn. 2. All paving„ drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion an(d siltation control measures shall be provided in accordance with the approved erosion colntrol plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable ;slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or (better are to be achieved. 5. Paved, rip' -rap or stabilization mat lined ditch may be required when, in the opinion of the Albemarle (County Director of Engineering, or the Director's designee, it is deemed necessary in order do stabilize a drainage channel. 6. All traffiic control signs shall conform to the Virginia manual for Uniform traffic Control Devices. 7. Unless otherwise noted all Concrete pipe shall be reinforced concrete pipe - Class III. B. All excavation for underground pipe installation must comply with OSHA Standards for the Constructiion Industry (29 CFR Part 1936). General Water G Sewer Conditions 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all under ground lines and structures as necessary. 3. All materials and construction shall comply with general water and sewer construction specifications as adopted by the Albemarle County Service authority on Jan. 15, 1998. 4. Datum for a,ll elevations shown in national geodetic survey. 5. The contractor shall be responsible for notifying "Miss Utility" (Bi00-552-7001) . 6. All water and sewer pipes shall have a minimum of 3 ft. of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water aind sewer appurtenances are to be located outside of roadside -ditches. B. Valves on dleadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. EX �+" LX F tNC I �� aH FEN E` \ _ - X — - ZC - X � - X X ¢ Z O F-• ' (U 1-Dw EX DRIVEWAY US : ': �.. •� WILL BE USED z I m Q W Z J AS CONSTRUCTION� 1 O H ENTRANCE - o I cu cir • . � . C�i T .• � rs cn 1- w o INGRESS ONLY), w Y O] Q Z THEN REMOVED AND REPLACED o'" 'D � � � �f : : � :::: _ of WITH CG-6 & SIDEWALK I coo w� I 1::::::::: j :: a I o0 o 44 R JQ - \ m r� H <U2: I I o q. I \ 1:• .: J( .aw . ,.cn::.• ._:..:: ;:� U. 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':::�:: : o \ I 1 Jcr I 4'R I I \ ' I :.: ©: I �� CC 1170 I w ;(\occ:q': la m h Jm l:.:t ....:..:::..: \ I \ Q oN I (1 i :: F: ::::: :::::::uJ : w:... o:rc�::::..: D tDL ��-o 0 + \ CUB �o 50.33 New I CC 1 x I co CD 1 ¢ u I c CDv, OZ o parking space I CL I' o > w o I En ¢o I m, 0 \ I I o co I off 1 a rr I N 1 l b I `" co Icc10 :iE:: 1 a' I ��i l // Q �`b �o�a I I I cn I v :w• . w I ¢o `�' c,J • =u I I 50xa0' BLDG CD / ai I w C I \ o •I I (-' °' 4 w:'•LD1 I�= rn \ °' m �I 1 I cv F F 705 J I w: • :�::: I I I f I CU0 I I X 5 I �� �� o I o I: u' �0 I / \ �" I I o / m = : ''I: :::. m¢ 1 U _ ~a 01 / rn I w m \ I > a. .•I' : I co t- I cn I f- w W I—J :: f GROUND S GN / ry I \ Q 1 coo I \ I \ uJza (--cD : ):::;: E:: I I ooa �aQ i:' . rn (EXTERNALLY LL�UMINATED) I I o 1 `°0 \ ° + cuom w� I I I cv=� �WQ STORM SEWER PROFILE GRADING & REMOVAL OF PLANTINGS �j o I I I I 1 �o N¢ I I L I w I( Ln �UU) ''I:: I:: I I COawz SHOULD THE EX HOUSE BE REPLACED, REQUIRED TO OBTAIN 425' SIGHT LINE ¢ Xn �('' I cu ( 1 w 1 o THE NEW STRUCTURE SHALL BE GOVERNED 2 I ::I::.. rso� U-mw BY SETBACKS PROVIDED IN SECTION 21.7. x :{: :: \ II 24' �g A I 6'R ¢ I w zo w o I o�+Jcn cmoo Fm w 1 0 69 r-- - _ e ' HDP g I W a o w (\ I - zo : • : •1' : • : •i:: ' N c� ° I I � co < LJJ cc w I /¢ B' R CONCRETE S 'DEwALK T9 I ONC E E 1 Z I cu I I U x m 1b'RED J IDE A K \ \ > E� DINGING :::I:::: I ¢u' D= o :.I:•: I I o 6 I o0 2 5T P 0 cv° Q o I'�3E A :' :I:::::I /I , Z ROWS :J:I::: I I 9 I _ s j I \ wo vim OFF cv co 11 cD = : ::; • :'l:: '' / I I o I I c0v Leo CG-2 (tYP) N I Cu t o End oP-- I cn 3 Z O /' W O I c W f Ramp W !'::: ::'::: I I ..I. OD cc 6g9 34'R Beginning amplDetads I J I o A of Ra on Build n Plans Q w I I 1 1 �` Cf) z o j.:: ! \ \ I �� l : a 120' UNDISTUR ED BUFFER Li _ Q I ww 1 \ �" O RP TYPE BACKFLOW P E'a ... I I ~ O ~ Q z o 1 \ C�\ D ICE WILL BE INSTAL`.ED ON ��y l'' ' I 0 Cr \ �Q \ o I br E DaMESTIC WATER LINE w / owcJ I I r :;: �:: \ oo I I \ mm :I:::::: / ( i I:::: LIJ\ a ENCE LOCATION TO :1:::: / I W� cu2 ;:.:;. ¢ BE FIE VERIFIEDi�COF o 11 it co,_ \ \ cJo o II / r`a¢¢z rEXS[RUBB�\ 237.7 �--- - \ \ I \`� \ �ar� wmz \ i'� _ X p / :::/::.' c"c, 0owm l _ 6 _ -�_ k CU H a \ _ _ No \ ¢\N �' o w / ^o f / I _J(0_JJw o \ \ \ I 22. 5 tENi3 i I CU w o �� OLDS OAK COURT CONDOMI SHRUBS \- - _X w ` I�u - o X / I 2: 1 I v w TM 61W1-01-1-6 \ _ - - / ~ ~ W I 00 5� b I°1 a D.B. 763-441 PLAT w 72. 9 ` / I a —ZONED R-4 �_ > \ \ 5 'BENCJ- _ I I EX RESIDENTIAL CONDOS a Emu LI EX 8" WL HYDRAULIC RD (SR 743) LAMBS RD (SR 657) SACHEM ALBEMARLE VILLAGE HIGH SCHOOL W SITE ITEWDOD RD GEORGETOWN GREEN GEORGETOWN VICINITY MAP 1"=2000' Af'0 MA;sze►sk; 9hcJ6y PLA NING DEPT. DATE r 9/23/o y ZONING DEPT. DATE 114 1' x 6rce le - ENGINEERING DEPT. DATE INSPECTIONS DEPT. DATE ACSA DATE FIRE MARSHAL DATE RIO DISTRICT CURRENT USE: DETACHED SINGLE FAMILY RESIDENTIAL PROPOSED USE: PROFESSIONAL OFFICE (oral surgery) ZONING: R-10 VARIANCES & PROFFERS IN ACCORDANCE WITH ZMA-99-14 & SP-99-67 ZMIA-99-14 IS PROFFERED AND SP-99-67 IS SUBJECT TO CONDITIONS SP 01-62 LAND USE SUMMARY: BUILDINGS: 7,910 SF (Architect) TRAVELWAYS & PARKING: 16,810 SF IMPERVIOUS AREA: 24,720 SF (46.3%) OPEN: 29.803 SF (53.7%) T01FAL SITE: 53, 326 SF (1.22 AC) OWNER: EISENHARDT, FAIRCLOTH, KANGUR and WILHELM LLC TOPOGRAPHY: ROGER W RAY, INC. (ASSUMED DATUM) PLAT DATA: ROGER W RAY, INC. THIS PROJECT IS NOT LOCATED IN A RESERVOIR WATERSHED AS PER COUNTY ENGR. THIS PROJECT DOES NOT LIE WITHIN THE FEMA 100-YEAR FLOOOPLAIN MAXIMUM NUMBER OF EMPLOYEES = 20 MAXIMUM BUILDING HEIGHT 35' EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE LUMINAIRES SPILLOVER OF LIGHTING FROM PARKING AREA LUMI S N ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO, REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJOINING RESIDENTIAL STREETS. THIS PARCEL WILL BE COMBINED INTO A SINGLE PARCEL. PARKING SCHEDULE Addition: 4990 sf Esc House Flr 1: 2490 sf Esc House Flr 2: 1695 sf TOTAL: 9175 sf (gross, incl garage) NET ( 80%) : 7340 sf Approved Plan: 6956 sf La 1 sp / 200 sf: 34.7 sp Increase: 364 sf @ 1 Sp / 175 sf: 2.2 sp TOTAL REQUIRED: 37 sp PROVIDED: 37 Sp THE PURPOSE OF THIS AMENDMENT IS TO MAKE THE SITE PLAN CONFORM TO THE FINAL BUILDING DESIGN. THE INTERIOR HAS BEEN FULLY DESIGNED AND THE AREA BETEEN THE GARAGE AND ADDITION HAS BEEN INFILLED. W. THOMAS MUNCASTER, JR. n CERT. NO. 16242 Q GRAPHIC SCALE 1"=20' 0 20 40 60 k m Wm Wrn 0 m ti 0 m N CU a W w J H > UJ W0 J Cr a z U a CD Q Cn m a o ®J V W a 0 r m cn Z 0 H H w Cr 0 Z Q Q o C) W \ \ o r, -a 0 m m X } r- m m f- U) Z Z E 0 E a M H O a O U Q H m w Cl a� 0 N Z ll J z O \� W C.'D Q -{--I U 4 QD C!) L Q Q:U z U Ur--1 CD _}_J CC 1--1 M CD � Q O z CE CE O O L U a o >, W i CD -I-J _ H _J LL Q U0 O� W Cn CO J IL Q �� �L �+- X C_ I-.. Q >7 W U DESIGNED BY DATE TM 7/23/04 DRAWN BY DATE TM 7/23/04 CHECKED BY DATE FILE EDIT HYDRAUL2 - SCALE 1 " =20 ' DRAWING 1: 1 PLOT PROJECT 12169 1 OF 1 SHEET No. alai/oil