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HomeMy WebLinkAboutSDP198900076 Plan - Submittal (First) Final Site Plan and Comps. 1989-09-25t � , b ;t t, 'i SITE DEVELOPMENT PLAN for THE GARDENS : PHASE TWO RETAIL / OFFICE CENTER and CINEMA SITE DATA: PROJECT NAME: THE GARDENS: PHASE TWO DEVELOPER: THE GARDENS PARTNERSHIP 401 EAST HIGH STREET CHARLOTTESVILLE, VA 22901 c/o MIKE MELLON SITE ADDRESS: 1739 SEMINOLE TRAIL, CHARLOTTESVILLE CHARLOTTESVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP: 45 PARCEL 104 DEED BOOK: 1003/587 SITE AREA: 8.002 Ac. (see Plat by Kirk Hughes; Sept. 14, 1988 for "The Gardens") ZONED: C-1 SETBACKS: Front: Building 30', Parking 10' Side: NA, other than building separation Rear: Adjacent to R-2: Building 50', Parking 20' TAX MAP: 61 PARCEL 123-E DEED BOOK: 598 / 16 SITE AREA: ±- 3.9 Ac. ( Parcel Area 5.25 Ac. less the existing parking area + 1.3 Ac.) ZONED: PDSC with a 150' strip of R-2 along Woodbrook. SETBACKS: Front: Building 30% Parking 10' Side: NA, other than building separation Rear: Adjacent to R-2 : Building 50'; Parking 20' Request permission to grade within R-2 for required parking and road at the back of TM 61-123E, while maintaining a minimum 20 buffer at Woodbrookproperty line Request permission to grade on R-15 for fill slope, with intent of purchasing a portion of TM61-124 as indicated on the plan. EXISTING CONDITIONS: PARCEL 104: PRELIMINARY GRADED AS INDICATEB oN THE GARDENS SITE PLAN PARCEL 123-E: PARTIALLY PAVED WITH PARKING AREA FOR 'BEST'( the 1.3 Ac. not included in the Site Area) REMAINDER SLOPING, WOODED, VACANT LAND; the existing fenced storage area at the edge of the parking lot is to be removed. None of the site is in a Resevoir Watershed. The site is in the Stormwater Detention District ; Detention will be provided: PROPOSED DEVELOPMENT: Complete development of Parcels D propose retail bldg with parking C proposed mixed use bldg. with parking F proposed cinema bldg. with parking Develope the residue of TM 61-123E as required parking for the Cinema Revise Parcels ;A loading area B bldg. SF, loading area E bldg. SF, parking area BUILDING USE / PARKING SCHEDULE: Parcel "A" 5224 SF Net RETAIL @ 1/100 for 5000 @ 1/200 for 224 2772 SF Net FURNATURE @ 1/400 2800 SF Net OFFICE @ 1/200 REQUIRED ' PROVIDED on site from Parcel 6 TOTAL PROVIDED Parcel "B" 4000 SF Net FURNATURE @ 1/400 4360 SF Net RETAIL @ 1/100 REQUIRED PROVIDED on site from Parcel "F" TOTAL PRO V/O.6O & -O& "A" Parcel "C" 8000 SF Net OFFICE @ 1/200 6000 SF RESTAURANT @ 13/1000 REQUIRED PROVIDED on site from P-+rr,pi °D" TOTAL PROVIDED Parcel "D" 2560 SF Net RETAIL @ 1/100 REQUIRED PROVIDED on site "Extra" LAND USE SCHEDULE: Building Area Paved Area Open Area 50 Spaces Parcel "A" 1.152 Ac. 11,020 SF (22%) 32,111 SF (64%) 7,050 SF (14%) 02 Spaces Parcel "B" 0.93 Ac. 10,450 SF (26%) 25,810 SF (63% 4,440 SF (11%) 07 Spaces Parcel "C" 1.67 Ac. 13,370 SF (18%) 54,360 SF (75%; 5,015 SF (7%) 14 Spaces Parcel "D" 0.773 Ac. 3,200 SF (10%) 23,354 SF (77%) 1,1 19 8F (13%) 73 SPACES Parcel "E" 1.193 Ac. 7,040 SF (13%) 34,777 SF (67%) 10,150SF(20%) Parcel "F" 2.28 Ac. 22,450 SF (23%) 46,975 St (47%) 29,892SF(30%) 67SPACES Note: ProP9sed subdivision plat change 0.268 Ac. added to parcel "F" from 06 SPACES parcel "C" 73 SPACES TM-61-123E: 3.9 Ac. none 76,735 SF (45%) 93,149SF(55%) Note: See above, 3.9 Ac. of this 5.25 Ac. parcel to be included in Site Area. 10 Spaces 44 Spaces Site Area: 11.9 Ac 68,160 SF (13%) 293,492 SF (57%) 156,712 SF (30%) 54 SPACES IMPERVIOUS AREA: 70% Y5 SPACES /5 SPACES GO SPACES " 40 Spaces J4AJD5CAP6 2EQUl2C_M6/VT5 78 Spaces 118 SPACES 5creeni 2e9ur'red �Ic)crcenl• Zn Go -ndcnQ Duch at A[berr?c/rle ,Square 95 SPACES -Ccilen,d �3lcyc� , adJacPr, e to klooc/hraalo - C�nBinct 12Ar�ci'19 ad arer�t en Wood hrook 25 Spaces SEE F//t1.4L L4/V/�SGAPE PGArl1 �P9 120 SPACES 26 Spaces 2G SPACES 5U11,91A/6,5 ro r14 V6 51_2,2/lV/l46je .5Y57_EM /45 e6aui2Eo ro oc3rgl v 4/��Qua rE r-IeE o2oTec r�o.v /cq rro.�! DCT4/.c.5 7-066 50eM / rr-o �,vi7tq 13ulL 0,1 /& Pfe/� A PL 51 Spaces Fief 2ArE,9 Col/57,2UG7-/0A1 MAY /3,6 R,60_UieED /C,)U,5 rD /OeL /MJyY 25 Spaces OF A TO T.c/F A102 T,cl -/ 'tiE. P2QJ Ecr I rEGT Tp a5U,5JVJr ro 1-_11eE COUNTY Parcel "E" 7040 SF RESTAURANT @ 13/1000 92 Spaces REQUIRED 92 SPACES PROVIDED on site 95 SPACES "Extra " 03 Spaces Parcel "F" 22,450 SF Gross CINEMA @ 1/75 SF 299 Spaces REQUIRED 299 SPACES PROVIDED on site 105 Spaces on Parcel 123E Spaces 2,q 7 Spaces TOTAL PROVIDED 352 Assigned to Parcel "B" 15 Spaces Remaining for "F" 337 Spaces FUTURE USES MAY BE LIMITED BY THE AVAILABILITY OF PARKING. FINAL ARCHITECTURAL PLANS AND S.F. ALLOCATIONS BY USE - SHALL BE SUBMITTED SEPARATELY. - PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. GENERAL NOTES: PAVEMENT SPECS: DRIVEWAYS: 8" - #21 or 21A BASE; 3" 1-2 SURFACE (Min.) PARKING LOTS: 6" - #21 or 21A BASE; 11/2" S-4 or S-5 SURFACE WITHIN ROW: TO MEET VDOT APPROVAL *Q.IUS RETURNS: ARE 5' UNLESS OTHERWISE DIMENSIONED CURBING: TO BE CG-2 U56D it/,eu-OU7' Th/E SIDEWALKS: TO BE 4" THICK 3000. psi CONCRETE ON 4" GRAVEL TRAFFIC PAINT: TO BE 4" WHITE OR YELLOW SIGNS: MUST COMPLY WITH ZONING ORDINANCE AND WILL REQUIRE A SEPARATE PERMIT. REFUSE: SHALL BE STORED IN DUMPSTERS AS INDICATED ON PLAN; ALL QL1H•'P5 > �> MA P :x.':'� ,�/ �). OUTDOOR LIGHTING: SHALL BE DESIGNED BY OTHERS SHALL INCLUDE POLE LIGHTS IN PARKING AND LOADING AREAS SHALL BE DIRECTED TOWARDS THE SITE AND AWAY FROM ADJACENT PROPERTY AND ROADWAYS BY REFLECTORS STORMWATER MANAGEMENT: Calculations to be submitted separatgly Pipes and Structures as indicated are schematic ROOF GUTTERS: TO BE PIPED TO STORM SYSTEM EROSION CONTROL: TO BE SHOWN ON A SEPARATE SHEET SANITARY SEWER: TO INCLUDE IMPROVEMENTS SHOWN ON 'The Gardens" (1/12/89) LATERAL DETAILS TO BE SUBMITTED WATER SERVICES: TO BE DESIGNED, SIZED, FIRE PROTECTION: TO BE APPROVED BY FIRE OFFICIER 1_14,AJ9/CAP RAMP�CURo CUY- zo 06 VOOT 57FA /04�20 "60-12rY<: L o .p JOHN WILLIAM GREENE 6458 PL/l�tly/,VG Z O,V /NCB r-/.eE O.c'F/CGa DEPT. -/ f-/EA/_ rt-/ I I WE THE UNDERSIGNED OWNERS UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPMTMENT OF TRANS- PORTATION (VD07) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF THE RESPONSIBILITY OF OBTAINING VOOT APPROVAL PRIOR • TO ISSUANCE OF BUILDING PERMITS AND / OR CERTIFI✓ CA TES OF OCCUPANCY. OWNER .5/4/ 5 - RO/-I0 s• J,c14 7.5,e G//V6 PLAN s 0,eaF/4,6S -5/-/. & - 64A//�5GA PE PGAti/ �t I CEP 'ft D1AVIS1f)�I ENGINEERING SITE PLAN NOTE: GENERAL CONSTRUCTION NOTES FOR, SITE PLAN 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DE- PARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TOANY EXISTING ROAD, APERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM V.D.O.T. 3. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUMON METH- ODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND - MULCHED. , MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 6. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 7. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY ENGINEER, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL_.. FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 9. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINORCED CONC- RFTF. 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IMV. 1AJ Ex.72' '152.5 2�9•y, IAJv./A.c vG3.55 29 5 �' mu v, our GO" NSZ -Ai � I 5r�/2M 5Y,5 r.EM 29-/ 7-0 29-5 to Ce- / CP @3a% i- G 3'- ,6 'eCo - - - HGO ex. D1 Top 'Y7,V 8 ` /,)V. V 70-8 � � LXtS��nqq \ 7o 66 4- ex. cavort out A170.8 6C-1 at ouE!-et NIM. 30 L d � ex gr4d, � 24Y'` 57mAII r/eOM 'e557' 100 MIM %'/-I,E 67 /9 )e D, /l %Jr' PH/45 6 7wO �9t,f3EM.9,2GE CODA ITY �I Applied Technology and Engineering Charlottesville, Virginia Title: S 7-0,eM _5 E wE,e f ID6Ti9/G5 Scale: /"--30' Date: 511v189 Sheet: OF` Drawn By: Approved: ; 3 of 6, Rev. No. Description By Date JOHN WILLIAM 6RE E d ,efPIACE ZV a Best', Add 6W -7. yy� at E-Z ! O 5; section E / 2 • LIGG 7/�/B9 U E I A ,eev. to re Ac5 A camme��s 6458 © 6w +EC-/ cp Ce-a, E5 a E-i• oel'.0.5% Lk& 8//6/89 channel Detail; Gm& r4,5; I AN 461/1A'3 EX '"o yH� / / / EX• A41-1. A/& P ,-OE�/TE�2 - ---------------- . \ --,--- --- /NU IAA M.f/• y58.5 z - -- -\ - - OROR ins v y39ABA- ALBE.co4APLE 4C/q�PE /Z3 P� GENERAL WATER AND SEWER NOTES V/ h- ¢ 1 M/�t/. Work shall be subject to inspection "� Albemarle CountyService Authority µ d�rw��,v w4r�,e rsEwE�e inspectors. The contractor will be responsible for notifying the proper Service P Authority officials at the start of work. (2) r The location of existing utilities across or along the line of the proposed work nly are not lans and where shown are " TtiE GA.POE�/S '' correct. The contractor shall on shown on thehis own initiative locate all underground lines approximately d T�✓IF� 45 - /O 4 structures as necessary. 7- (3) All materials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 20, 1983, as amended Fs� 2 i, /98A, anct /eev- 89 - (4) All elevations are based on U.S.C. and G.S. datum. (5) The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001). Q (6) All water and sewer lines shall have a three foot minimum cover over the centerline of the pipe. ku (r7) All drop con1?ectton5 _-&d di Cate iron Pc�. u ,o� h 5T2U ' 0AJ5 T B/OOE.25 /U� T� SEE //V C 7 ';q „ EX. MN./ v ------ ---- -- �- /PlTo BE.9BgvO�n/Ep !/tLGGtI� eQ5ei17en� - ---- ---------- -� , `�------- ------------�--------1-------------- — ------ —I--- ------ -- — --------- --- ,, �- - - - -- -- -- - --- - - - --- - -- — -- -- - --- --- --- ----- - - -- - --- - - -- --- - --- - - - - - - --- -PROPOSED /�Z" S9n/ .SEWE a / ,P \ s T� . o -� a 7 A-2 ' PROPOSED \ -RPO �OSEO �'ev, Za Ut�l� 56 C6Aer_L STA- 3 "/A/ I - EX/STIAJv �/�Lc/ 20 ' �J��/%EY T B€ G �1fT€/�€D _5T�7. sf23 / \ mac`\ GAT TO 8� /77gpE 4C7� '%/5BU/LTS" I it/� Y✓ f \\ ESM T. :m \ � F � Q \� �� s p /2 " _-54Al, �6W.E2 �i?9 Ex. n/7-y. s PROP M. N• � � A - A/ :t " s rca . F 5 2 ,0L.9ti �' _ �'� y o /z .SA/v. sE wE2 (2 ') _-_ - -- -- -AA - ex -- - - - / F. X. --Mawl - �- _ - nnwwiiiiwi�C J / / V� Q - - - --- / v. -- --- - -- -- -- _- __-- moo HA -- - - ---- - -- x a — - - -- - — v-- ---- - -- - - r F_//1 OU / X - / - -- - - -{� -- / q6qL- — - -- M -__.- - / -- 0 D - .. _._.._.. - - l . ---- ------- ----- -- -- — __. - - ,erE. 29 ii/O/Z7'1/ .4[g6M,4/LL.E COUwr'Y i/i26//U/4 47-0 _ Applied Technology and Engineering, P.C. --= - _-- �- __ -._-_ //V -___ .------ _.- ---- - -- Charlottesville, Virginia - Title: - - Q1L - - - - r �CALTH pF S qN/ T,q.P `/ SE► c/E.e BL A t / f�0.�/LES __ - -- -- -- - --- - - Scale: /"_ 30' Date: s/9/B9 Sheet: L �• a _ _ -- --- r By: /ct� Approved: ; H f 6, - --- - - -- --- p � Drawn _i :�,, o - lr� JOHN WILLIAM GREENE Rev. No. Description By Date _.- ------ _____ - - - C �/� e9 - --- - ----- QU CERT.No. �•. D Q .ee� /oer .4GSA LL?rACSA� GEn/Uot2 GeV safe LKG G�f� 9/10%9 - � _ --- - -- --- -- - - ---5 _ --- P \, AF 461//A9-- �E/osTus wwlve v. „I J� ,� PROROSEO W!H TER I I I ✓/C� E w/METER /ole�%3i�.S E►D WiQTE.+G .3E�!/1CFi - ro � sj� .Srv6 / N za •y6 Me -3ru9 r sorEz I - w.M. >o B� ✓izep W.M.W.M• I W — -- �-B"'Ge055 1 — Z -3 r BEEF✓E 90 ' /RESS op EGRFSS_C -_ti'v ;� , gyp, ,2 - G^ 64T� V.41 ✓3 — — — — — — — ✓AL✓E uT/L/TY—%8xBx8 �— — --` —� "- 45' io'sEl3a 17`/Q�t! j1 A sEME.v T ' 2' a " 6A BE.vL3; —� �' eo�oSEO B " v✓ G . A __w6 9 B" L. D./.P. �ROPOSfFD6 �• W L-(D./.P. f 3 f ¢ a�toAM z _ /A/E �„ L7'q7r- Will: I i I LiRG I I I I Ex. G w.�. I I I F/eE NY02Ait/i Ay `20' w.gTER L/IvE ES✓!T. 1 I A53EM�GY ty/vALV6 Bx. r l d v44.Ve-s o v W Z- I I I - G" 5 ru,B A-o e t/.Q6 G/N6 K3rX. G. P. M. I p4e ,QC sQ ) , I RE[-gTE Ex/5l/AI& AN. —+�-I /o' I i W I 3E2V,c6 �. /a 3> 6 Xd Mer4e �I I W.M. N V%k, CD _ r SAr6 1/AGVB PROPO.SEa W.gTE.Q SERV/�E I�ttI t M MEr6e 3 I , s Q 6x 1. 2edvicer _ � Q � L/RL NYQ¢4NT �5 n 1455fi+"40V-Y Af tA ' ' I Q � J - . II EiVO OF G/NE I I I-22/2'�ENO �I h / 6X !o .¢.coucE.Q• o A0 /N//V. SERQ,e4 r/Oit1(HO e l ZO vT4 L) -- — --I - BAN. EAT. sEA4ea r10 N �✓� �r�ca c ) �A`r - 8 BTWEE^./ wome s SEWE2. . �I � � 164 Ff- V4Lt�� 8'iflLifL� VAL+i�Fi li \ � - \ i ' ' - -I 40V- h - '-- -- - ' - _ 44 _ - fA ,. o x- - — — — — i i-T 17 . /. W 2 / u - s d -- - — 3 QiW all _ - - - - _ - THE GAROEiIJS Tw.o 07 O.uE and 29 /t/0.2TN AG $ EMA2G E LOuitJTi Y/RG/it //Q .e76 — Applied Technology and Engineering, P.C. Charlottesville, Virginia -- _ - - - � Title: ,40.90 w.4 TER L ENE ��ALTH p� GI P.QO'c L E'S Scale:•vorEo Date: s/9JB9 Sheet: _ / 0� �� JOHN WILLIAM GREENS Drawn By: 4.A& Approved: j vq q 5 o f w By Date - Rev. No. Description of3 0 CERT.No. 6458 U Rev. Per .9C54 ,eeV�,r 4C5A - /9 ir)ch 5qo. GKC, / k& 7/4,/B9 PROFESSIONp��' _ r - DODO t /"pp -r 2f00 3,'pmp t 4�'00 C1 f I f04 t 2 t D