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Home My WebLink AboutSDP200400045 Plan - Approved Preliminary Site Plan 2005-10-18I's I NLI N I \L1 0 1 TM 45PARCEMAG S IVIS 1 I1' I 119 11 1Aq & I I 1B r" fflO `HSTER�AL D�STR�C L ALBEMARLE COUNTY, V�RGN�N�A LEGAL REFERENCE: TAX MAP 45, PARCELS 110, 11 OA, 111, 111 A & 111 B SOURCE OF TITLE FOR PARCELS 110, 111, 111A, 11113: DB 1894-386 SOURCE OF TITLE FOR PARCELS 11OA: DB 1178-525 OWNER OF PARCELS 110, 1111 111A) 11113: FIRST GOLD LEAF LAND TRUST P.O. BOX 1333 CHARLOTTESVILLE, VA 22902 OWNER OF PARCELS 11OA: RIVER HEIGHTS ASSOC., LTD. P.O. BOX 5548 CHARLOTTESVILLE, VA 22901 DEVELOPER: UNITED LAND CORPORATION OF AMERICA P.O. BOX 5548 CHARLOTTESVILLE, VIRGINIA 22905 (434) 975-3334 CONTACT: MR. WENDELL WOOD ZONING: HC, EC & AIA MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES SOURCE OF TOPOGRAPHY: ROUDABUSH, GALE & ASSOCIATES DATUM IFORMATION IS NVGD 29, USC & GS Z 155 RESET 1956, AND LOCATED AT THE N.W. CORNER OF US ROUTE 29 AND SECONDARY ROUTE 649, STANDARD ELEVATION OF 552.71. BENCHMARKS: #1. BRICKNAIL AT S.E. 11ORNER OF D.I. #6 =457.79' #2. PAINTED SQUARE LOCATED AT THE N.W. CORNER OF D.I.#7 = 457.44' #3. TOP OF SANITARY MANHOLE #4 - 429.89' #4. S.E. CORNER OF CONC. SLAB AT PROPANE TANK LOCATED ';T PUMP STATION = 424.27' SETBACKS: 5 COVER SHEET PUBLIC ROADS: BUILDING - 30' 3 of PARKING - 10' RESIDENTIAL ZONING : BUILDING - 50' 5 of PARKING - 20' 6 of UNDISTRUBED BUFFER - 20' COMMERCIAL ZONING: BUILDING - 0' STR WM PARKING - 0' MAXIMUM BUILDING HEIGHT: 65' HEIGHT OF BUILDING H IS 44' HIGH. ADDITIONAL SETBACK FROM RESIDENTIAL ZONING IS (44-35)*2=18' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI CONCRETE DUMPSTER PAD: 6" - 3000 PSI CONCRETE 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN. 7. TRASH REMOVAL: DUMPSTERS WILL BE PROVIDED AT LOCATIONS SHOWN ON PLAN. 8. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. 9. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. 10. BUILDINGS SHALL BE SPRINKLED. 11. OUTDOOR STORAGE, DISPLAY AND/OR SALES SHALL NOT BE ALLOWED ON SIDEWALKS OR ACCESS ASILES. 12. A TRAFFIC STUDY SHALL BE PERFORMED PRIOR TO FINAL SITE PLAN APPROVAL. THE TRAFFIC STUDY WILL DETERMINE IF ANY IMPROVEMENTS TO THE EXISTING SIGNAL WILL BE REQUIRED. N SITE t D0a6i. 00*Cb OJ V�0N�TY MAP SCALE: 1 " = 1000' 1 of 5 COVER SHEET 2 of 5 DEMOLITION PLAN 3 of 5 SITE PLAN 4 of 5 GRADING/UTILITY PLAN 5 of 5 CRITICAL SLOPES PLAN 6 of 6 LANDSCAPE PLAN CURRENT USE: VACANT SCHEDULE: MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY Benchmark 500 Existing Elevation/Contour PRE -DEVELOPMENT % POST -DEVELOPMENT MH Sanitary Manhole ® Proposed Elevation/Contour PROPOSED USE: RETAIL, OFFICE, BANK, RESTAURANT, LIGHT INDUSTRIAL SF 15.9 STR WM Storm Structure Water Meter Ar Power Pole 322,800 SF 46.6 OPEN: FH Fire Hydrant 99.1 Exist Light Pole BUILDING SUMMARY: 37.4 TOTAL: 691,488 TPD Telephone Pedestal 691,488 Prop. Light Pole RETAIL USE 82,900 S.F. TVP Television Pedestal �- Limits of Demolition BANK USE 1,800 S.F. ET TSB Electric Transformer Traffic Signal Box Slopes Greater Than 25% FOOD USE 5,000 S.F. OFFICE USE 99,600 S.F. :. +' .;: Concrete Sidewalk LIGHT INDUSTRIAL 10,500 S.F. GROSS FLOOR AREA 199,800 S.F. GROSS LEASABLE AREA 186,500 S.F. PARKING SCHEDULE: REQUIRED: GROSS LEASABLE AREA = 186,500 S.F. 4.75 SPACES PER 1000 S.F. GLA - 839 SPACES PROVIDED = 841 SPACES (INCLUDING HANDICAP SPACES) HANDICAP REQUIRED: 2% OF TOTAL REQUIRED = 17 SPACES TOTAL PROVIDED = 17 SPACES LOADING SPACES REQUIRED: 10 LOADING SPACES PROVIDED: 10 LAND USE SCHEDULE: MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. PRE -DEVELOPMENT % POST -DEVELOPMENT BUILDING: 11500 SF 0.2 110,100 SF 15.9 PAVED: 5,000 SF 0.7 322,800 SF 46.6 OPEN: 684,988 SF 99.1 258,588 SF 37.4 TOTAL: 691,488 SF 100 691,488 SF 100 GENERAL WATER & SEWER COND�T�ONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND 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 JANUARY 15, 1998. 14. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERA.I.S AND WATER LINES, ETC. 17. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY 'EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARVENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHEW-- ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTI* METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 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 TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). APPROVALS PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT/FIRE OFFICIAL SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEr, Submittal y Reviewed and Approved by the Community Development Departme4EP 1 2005 FRE OFFICIAL File#: S oy COMMUNITY DEVELUVIVIENT I-1C_I, y, on(, Signature " 4_1 cb Fb o ti N �o/ q o o N o �o� q Now oo /�\ MH -8 0 Ov Ile % ET TPD NP / 6 / i ------------- _ 579.95' ----------- TPD 0 NPLINE --- S24'49'41"W 20 UNDISTURBED BUFFER AND PARKING �� I� �•• �� 0� $ TMP 45B1 -1-A-4 ---- ____ __-----E�c-P-OMP------ ti� ZONE: RI WETWELL 0 0' �g,�g G �g3 _ STATION & STR-27 TB 1 DIN 21 PA S 9' 16' MH -7 t �� USE: SFD S -26 5'R ♦� �* "ON #123 /. �1 _O _ / STR-50 3. �� N DUMPSTE _6 v i DB 2202 PG 307 PAD cq S_-28 _-_f- - i i �R `�%P 117 Ac S 0 9' 16' EX. PROPANEaO w / / DRIVE AVEC_ 4- 12'x25' = - - _ • LFE=463 LOADING SPACES BUILDING F _• "J, I ti0��$�� 1 UPPER FLOOR -RETAIL 5$. 4`1 36 70LOWER FLOOR -LIGHT WAREHOUSE 10,500 SF/FLOOR 21,000 SF TOTAL 150' 37'O = • UFE=475 o, cc 12 C -2 R A� C' 0 dL g� 7x15 SPA ES 9'X1' -� RETAIL 0 'o"D N 5,000 SF �' ti0 r. Ar FFE = 480 I� p� 1 13 SPA ES 9'X1' t UJ / CLs 15 SPA ES 9'X1' / CN BUILDING E N N � YO. I °DNEW RET. WALL `�' �� RETAIL I'll MH-4 O / 5,000 SF MAX HIEGHT=15' CG 2 18 SPA ES 9' X 1 ' to ti� FFE - 482 / 1 S CE 0 6, / , /kAWL I 1 5 �'0 19 SPA ES 9' X 1 °D / oe �� / / STR-52 ^ w 1014 3 TMP 45B 1-1-A-1 c / ♦� NEW GUARDRAIL 1d ( �`l� w UMPSIER N o � • 3 N/F CRAIG, TRUSTEE ^�' �, PAD �� // ' ZONE: R 1�o ' 3' �, �"� -♦ N� 5 4 USE: SFD ,VSO CG 2 16 SPA ES 9' X 1 ip 1 Ar6 Al S S-51 .,.. � %P �:� 3R RETAI5,000 L DVI" �� a FE = 482 DB 2409 PG 1 G, G- � F SP CES ®9 X 15' 0- s �+ NEW RET.WALL12 a / Lo INc MAX HIEGHT=lig/ ��♦� a'£ x o _ _ A' S ACE C —_--___ /� �/ �♦ 3 W w U a a x x x X bo • STR-57 p 5�1 OQ� Ilk/ 0 JSACE �,6'IDL ALK 12 CG 12 N N N �' CD w w w cn v,BUILDING GC . �, . N a_ < 11 -cc a U DUMPSTER 0 /�� 5C 11 A 16 NEW WATERLLJ S, Q QUALITY N cn N P C° t1 9 ns' a SWALE RETAIL N N N N N CN N N -C,4 AD T1 pG rr1 0 / BUILDING H i 12,400 SF � A• FFE = 469.5 •e'3 v OFFICE FLO 20,400 S.F. I t STR-56 I It / OR t I - TMP 4581-8-2 81,600 S.F. TOTAL � 710 z I �pG 12 '. N/F TURNER 0�� k// // FFE = 462 N x r= 6'PRIVACY / m I FENCE ZONE: R 1 RETAIL � M 5,000 S.F. USE: SFD `ti S �/ / a ® FFE = 484 #107 ,o / 221' DB 625 PG 2 // /// �9. 24' 24' '' 3 18' 24' N ' ' �; 15 I ,.� TMP 45C -1-A-20 20' RIGHT OF WAY 6' SIDEWALK WM 10' —15-2 4' 8 18 24' 1818 _ 18' 24' �' 1 N/F LASSITER D.B. 1724 p. 042 ^• , : :., a , TO BE RELOCATED / ,S 24' CG 2 ZONE: R2 / FH / 23 PAC S 9' 18' a l �'' I USE: SFD J WM- #2909 BUILDING D " I STR-50 �� H �;p :,e �%P y� DB 2078 PC 475 CONC DUMPSTER 12' X 25' �� ,p- _ ........ �� .. ^_......-. �� ...... ^. �._ "' ": ✓ RAIL I LOADING 3 R 5 000 RETAIL SF x - — - - — - - — '' 11g� 5R PAD SPACE ;,� FENCE � I I 29 SPA ES 9' 1 M -81 3'R ---------- I O 3 MH -D FFE = 482 c -2 O '11' MH -C 50' TEMP. CONSTRUCTION & , I I o C 12 MH -B co GRADING EASEMENT, TO BE ` ,..., .. .. �. coNc .P RETAINING NULL & VOID UPON COMPLETION �� 1 I FFE = 459 145' DUMPSTER ;� WALL I 1 SP CES 0 9 X t ' FFE - 455 PAD _ CONC. T OF INTERPARCEL CONNECTION. , � 1 1 , 34 SP ES 9' X 1 ' - —' � SLAB TMP 45B1-8-1 LOADING X DUMPSTER N/F FIRST GOLD LEAF NEW SPACES N ♦�, �' ENCLOSURE RE . WALL TMP 45-93B LAND TRUST / BUILDING B I C"Ia MAX HIE HT=10' �'� RETAIL N/F HEART LAND TRUST / x 5 000 ZONE: CO / "- - � x list Floor -Retail ,� ,, � � p ^' � SF ZONE: HC �q�p� 2nd Floor - Office a RENOVATED 36 SPA ES 9' x 1 ~' FFE = 480 1®� ST -5 N USE: VACANT �° a C -2 CG 12 USE: RETAIL STORE # 101 ' 11 W 1 ® 18,000 SF/Floor I a STORMWATER . 36 000 SF Total t ®� MANAGEMENT a ■ BUILDING SEMINOLE TRAIL ® 4 � , '' FACILITY � I 2 3' DB 1464 PG 269 D.B. 1894 D. 386 �, a '_'. Q Q® SWM -1 BUILDINC C 1 X8 ' ¢ RETAIL NMH-A p 4,250 SF Fo RETAIL I RETAIL �I RETAIL 1s00S.F. 4FFE=4,250 SF 4,250 SF 4,250 SF � 5' CONC.FFE 462 FFE-470 FFE = 474 FFE = 478 a WALK • CG -12 4.25'R PACS a � N 30' BUILDING ETBAC w N37'23'43" STR-21 LOAD 5 -� GUARD N,33'13002 "E E 10 PARKING SETBACK -60 RAIL SPEED LIMIT 38.14 75.44' `�s• NEW 5' SIEDWA ® N24'0931 -20 ® TR -58 n slcN +I TSB �� 1 N37 O • :. . Gti __......._.. _ ._. _MH-2TELE. E 75.43' „ 75.31 N37' 18 29 E 424 99 c, NEW CG -6 NEW 150' TURN- LANE STR_19 •. ' TSB GUARD 1L TO REMAIN MH N31'07 58 E 232.07' N31.45'08'E N25'02 59 E O 15'26"E 75.60' TSB CG -6 35R _ L — — — — — — — RELOCATED NEW 150' TAPER — _ 18.06' TSB N31'07'55"E 137.43' ----- -----------ELEC. MH----- �— — — f� � — — — — — — — — — —---------------------- ......... —— ........... _ .— _. ...... ........... _ .... 5' SIDEWALK ❑ SIGHT DISTANCE 1,000' III SIGHT DISTANCE 1,100' _ _ STR-18 — — _—_ SIGNAL POLE ♦� — — — — — — — — — — — — — — — — — — — — — RELOCATED oNC. STR-17 STR-16 — -------------------- WALK CG -6 _ — STR-5 1,s00'TowoODBROOKdRIVE lir- = ----------------- ----------------------=--_-----------_----- �� TOF-MH _..._STR-14 STR-13 STR-12 — — — — — — — — — — — — — — — — — — — — — — — — — — CG -2 IF ill---- ----------------------------------- --- � --------------------------- WRONG WAY---�_�— SS- — _. _ _ ......... — — — TSB SIGN ❑ � NO U TURN WRONG WAY SIGN g SIGN 'I� TSB_. ....... _ ONE WAY SIGN TSB TSB QGN WAY WRONG WA Project Title: _ _ _ _ _ _ _ _ SIGN SITE DEVELOPMENT _--_—_-- _ NO TURN Al SIGN — —_ —_ 48--------------------CG-2--- ... -.. ... .... .... .... .... _..._..... PRELIMINARY PLAN FOR RIVANNA ENGINEERING & --------� CG -2 —� ----- ----- NORTHTOWN CENTER SURVEYING, PLC. -------------------------- STR-9 -----_ STR-7 CG -6 _ - STR-6 STR-4---------------- ---- 5' CONC. WALK CG- Rio District, Albemarle County, Virginia 1350 STONY POINT RD. PHONE: 434 984-1599 • STR-3 0 0 — _ CHARLOTTESVILLE VA, 22911 FAX: (434) 984-8863 STR-10 STR-8A 5' CONC. 0 tim@rivannaengineering.com STR-8 WALK Drawing Title: SIGNAL O STR-5 5 c ReV1S1OIlS: POLE 2 MH -1 Sheet No: NO. DESCRIPTION DATE ��F.PLTH 0/'1'1 U.S.YV RIW SITE PLANR0UTE 29 VARIABLE WIDTIS TIMOTHY R. MILLER — S3o6 -0fATE CERTIFICATE No. 40 0 40 80 120 STHIGHWAY PROJECT 6029-002—F19, RW202 30542 SCALE:1 = 40' Scale: 1" = 40' Drawn By: ARM File Name: 45-110-SP.DWG0�,�,F Date: 08.29.05 Checked By. TRM Project No.: 5072 SS/ONAL EN NEW a� / GR AVE N / I DRI / STR-53 I I MH 5 16 24'l 18' 18 24' 18' 18' l I a TMP 45B 1-1-A -2 N/F BURTON I --� 1s ZONE: RI I I USE: SFD #103 DB 1595 PG 68 l '- o, I W t U I W W W d a SPACES BUILDING F _• "J, I ti0��$�� 1 UPPER FLOOR -RETAIL 5$. 4`1 36 70LOWER FLOOR -LIGHT WAREHOUSE 10,500 SF/FLOOR 21,000 SF TOTAL 150' 37'O = • UFE=475 o, cc 12 C -2 R A� C' 0 dL g� 7x15 SPA ES 9'X1' -� RETAIL 0 'o"D N 5,000 SF �' ti0 r. Ar FFE = 480 I� p� 1 13 SPA ES 9'X1' t UJ / CLs 15 SPA ES 9'X1' / CN BUILDING E N N � YO. I °DNEW RET. WALL `�' �� RETAIL I'll MH-4 O / 5,000 SF MAX HIEGHT=15' CG 2 18 SPA ES 9' X 1 ' to ti� FFE - 482 / 1 S CE 0 6, / , /kAWL I 1 5 �'0 19 SPA ES 9' X 1 °D / oe �� / / STR-52 ^ w 1014 3 TMP 45B 1-1-A-1 c / ♦� NEW GUARDRAIL 1d ( �`l� w UMPSIER N o � • 3 N/F CRAIG, TRUSTEE ^�' �, PAD �� // ' ZONE: R 1�o ' 3' �, �"� -♦ N� 5 4 USE: SFD ,VSO CG 2 16 SPA ES 9' X 1 ip 1 Ar6 Al S S-51 .,.. � %P �:� 3R RETAI5,000 L DVI" �� a FE = 482 DB 2409 PG 1 G, G- � F SP CES ®9 X 15' 0- s �+ NEW RET.WALL12 a / Lo INc MAX HIEGHT=lig/ ��♦� a'£ x o _ _ A' S ACE C —_--___ /� �/ �♦ 3 W w U a a x x x X bo • STR-57 p 5�1 OQ� Ilk/ 0 JSACE �,6'IDL ALK 12 CG 12 N N N �' CD w w w cn v,BUILDING GC . �, . N a_ < 11 -cc a U DUMPSTER 0 /�� 5C 11 A 16 NEW WATERLLJ S, Q QUALITY N cn N P C° t1 9 ns' a SWALE RETAIL N N N N N CN N N -C,4 AD T1 pG rr1 0 / BUILDING H i 12,400 SF � A• FFE = 469.5 •e'3 v OFFICE FLO 20,400 S.F. I t STR-56 I It / OR t I - TMP 4581-8-2 81,600 S.F. TOTAL � 710 z I �pG 12 '. N/F TURNER 0�� k// // FFE = 462 N x r= 6'PRIVACY / m I FENCE ZONE: R 1 RETAIL � M 5,000 S.F. USE: SFD `ti S �/ / a ® FFE = 484 #107 ,o / 221' DB 625 PG 2 // /// �9. 24' 24' '' 3 18' 24' N ' ' �; 15 I ,.� TMP 45C -1-A-20 20' RIGHT OF WAY 6' SIDEWALK WM 10' —15-2 4' 8 18 24' 1818 _ 18' 24' �' 1 N/F LASSITER D.B. 1724 p. 042 ^• , : :., a , TO BE RELOCATED / ,S 24' CG 2 ZONE: R2 / FH / 23 PAC S 9' 18' a l �'' I USE: SFD J WM- #2909 BUILDING D " I STR-50 �� H �;p :,e �%P y� DB 2078 PC 475 CONC DUMPSTER 12' X 25' �� ,p- _ ........ �� .. ^_......-. �� ...... ^. �._ "' ": ✓ RAIL I LOADING 3 R 5 000 RETAIL SF x - — - - — - - — '' 11g� 5R PAD SPACE ;,� FENCE � I I 29 SPA ES 9' 1 M -81 3'R ---------- I O 3 MH -D FFE = 482 c -2 O '11' MH -C 50' TEMP. CONSTRUCTION & , I I o C 12 MH -B co GRADING EASEMENT, TO BE ` ,..., .. .. �. coNc .P RETAINING NULL & VOID UPON COMPLETION �� 1 I FFE = 459 145' DUMPSTER ;� WALL I 1 SP CES 0 9 X t ' FFE - 455 PAD _ CONC. T OF INTERPARCEL CONNECTION. , � 1 1 , 34 SP ES 9' X 1 ' - —' � SLAB TMP 45B1-8-1 LOADING X DUMPSTER N/F FIRST GOLD LEAF NEW SPACES N ♦�, �' ENCLOSURE RE . WALL TMP 45-93B LAND TRUST / BUILDING B I C"Ia MAX HIE HT=10' �'� RETAIL N/F HEART LAND TRUST / x 5 000 ZONE: CO / "- - � x list Floor -Retail ,� ,, � � p ^' � SF ZONE: HC �q�p� 2nd Floor - Office a RENOVATED 36 SPA ES 9' x 1 ~' FFE = 480 1®� ST -5 N USE: VACANT �° a C -2 CG 12 USE: RETAIL STORE # 101 ' 11 W 1 ® 18,000 SF/Floor I a STORMWATER . 36 000 SF Total t ®� MANAGEMENT a ■ BUILDING SEMINOLE TRAIL ® 4 � , '' FACILITY � I 2 3' DB 1464 PG 269 D.B. 1894 D. 386 �, a '_'. Q Q® SWM -1 BUILDINC C 1 X8 ' ¢ RETAIL NMH-A p 4,250 SF Fo RETAIL I RETAIL �I RETAIL 1s00S.F. 4FFE=4,250 SF 4,250 SF 4,250 SF � 5' CONC.FFE 462 FFE-470 FFE = 474 FFE = 478 a WALK • CG -12 4.25'R PACS a � N 30' BUILDING ETBAC w N37'23'43" STR-21 LOAD 5 -� GUARD N,33'13002 "E E 10 PARKING SETBACK -60 RAIL SPEED LIMIT 38.14 75.44' `�s• NEW 5' SIEDWA ® N24'0931 -20 ® TR -58 n slcN +I TSB �� 1 N37 O • :. . Gti __......._.. _ ._. _MH-2TELE. E 75.43' „ 75.31 N37' 18 29 E 424 99 c, NEW CG -6 NEW 150' TURN- LANE STR_19 •. ' TSB GUARD 1L TO REMAIN MH N31'07 58 E 232.07' N31.45'08'E N25'02 59 E O 15'26"E 75.60' TSB CG -6 35R _ L — — — — — — — RELOCATED NEW 150' TAPER — _ 18.06' TSB N31'07'55"E 137.43' ----- -----------ELEC. MH----- �— — — f� � — — — — — — — — — —---------------------- ......... —— ........... _ .— _. ...... ........... _ .... 5' SIDEWALK ❑ SIGHT DISTANCE 1,000' III SIGHT DISTANCE 1,100' _ _ STR-18 — — _—_ SIGNAL POLE ♦� — — — — — — — — — — — — — — — — — — — — — RELOCATED oNC. STR-17 STR-16 — -------------------- WALK CG -6 _ — STR-5 1,s00'TowoODBROOKdRIVE lir- = ----------------- ----------------------=--_-----------_----- �� TOF-MH _..._STR-14 STR-13 STR-12 — — — — — — — — — — — — — — — — — — — — — — — — — — CG -2 IF ill---- ----------------------------------- --- � --------------------------- WRONG WAY---�_�— SS- — _. _ _ ......... — — — TSB SIGN ❑ � NO U TURN WRONG WAY SIGN g SIGN 'I� TSB_. ....... _ ONE WAY SIGN TSB TSB QGN WAY WRONG WA Project Title: _ _ _ _ _ _ _ _ SIGN SITE DEVELOPMENT _--_—_-- _ NO TURN Al SIGN — —_ —_ 48--------------------CG-2--- ... -.. ... .... .... .... .... _..._..... PRELIMINARY PLAN FOR RIVANNA ENGINEERING & --------� CG -2 —� ----- ----- NORTHTOWN CENTER SURVEYING, PLC. -------------------------- STR-9 -----_ STR-7 CG -6 _ - STR-6 STR-4---------------- ---- 5' CONC. WALK CG- Rio District, Albemarle County, Virginia 1350 STONY POINT RD. PHONE: 434 984-1599 • STR-3 0 0 — _ CHARLOTTESVILLE VA, 22911 FAX: (434) 984-8863 STR-10 STR-8A 5' CONC. 0 tim@rivannaengineering.com STR-8 WALK Drawing Title: SIGNAL O STR-5 5 c ReV1S1OIlS: POLE 2 MH -1 Sheet No: NO. DESCRIPTION DATE ��F.PLTH 0/'1'1 U.S.YV RIW SITE PLANR0UTE 29 VARIABLE WIDTIS TIMOTHY R. MILLER — S3o6 -0fATE CERTIFICATE No. 40 0 40 80 120 STHIGHWAY PROJECT 6029-002—F19, RW202 30542 SCALE:1 = 40' Scale: 1" = 40' Drawn By: ARM File Name: 45-110-SP.DWG0�,�,F Date: 08.29.05 Checked By. TRM Project No.: 5072 SS/ONAL EN