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Home My WebLink AboutSDP200700141 Plan - Approved 2008-01-10MINOR SITE PLAN AMENDMENT FOR TOWN &COUNTRY COMMERCIAL -PHASE I LOT B - A PORTION OF TM 78 PARCEL 9 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA SITE DATA LEGAL REFERENCE: LOT B, A PORTION OF TM 78 PARCEL 09 SOURCE OF TITLE: DB 2224-249 OWNER: ALBEMARLE HOTEL LLC P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 DEVELOPER: C.W. HURT CONTRACTORS P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 ZONING: HC -EC: HIGHWAY COMMERCIAL -ENTRANCE CORRIDOR A CRITICAL SLOPE WAIVER WAS GRANTED FOR THIS SITE ON 10/25/2005. DISTURBED CRITICAL SLOPES AREA ON LOT B IS APPROXIMATELY 2,900 SF. I MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: FIELD SURVEY PREFORMED BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY BY LOUISA ARIAL SURVEYS. I BENCHMARK: NAIL AT BACK OF WALK. ELEV = 434.446. USGS DATUM SETBACKS: SCHEDULE: DEPARTMENT OF COMMUNITY DEVELOPMENT 2. BUILDING -30' Power Pole FROM PUBLIC R/W BUILDING - 50' FROM RESIDENTIAL DISTRICTS PARKING - 10' FROM PUBLIC R/W PARKING - 20' FROM RESIDENTIAL DISTRICTS BUFFER ZONE: 57.2 20' UNDISTURBED BUFFER ADJACENT TO RESIDENTIAL DISTRICTS MAXIMUM BUILDING HEIGHT: 35' MAXIMUM NUMBER OF EMPLOYEES: 12 1 PAVING SPECIFICATIONS: PARKING AREA: 6" #21A AGGREGATE BASE MATERIAL 2" SM -9.5A SURFACE MATERIAL SIDEWALKS: 4" 4000 PSI CONCRETE PARKING SCHEDULE: RESTAURANT REQUIRES 13 SPACES PER 1000 SF. 3,221 SF / 1000 SF = 3.22 SPACES REQUIRED: 3.22*13=42 SPACES LITE WAREHOUSE REQUIRES: 1 SPACE PER EMPLOYEE PLUS 1 SPACE PER 500 SF OF FLOOR AREA OPEN TO THE PUBLIC, OR A MINIMUM OF 2 CUSTOMER PARKING SPACES. ONLY RESTAURANT EMPLOYEES WILL USE THIS SPACE. NO FLOOR AREA WILL BE OPEN TO THE PUBLIC. SPACES REQUIRED: 2 CUSTOMER SPACES TOTAL SPACES REQUIRED: 44 ROVIDED: 44 (INCLUDES 2 HANDICAP SPACES) LOADING SPACES REQUIRED/PROVIDED: 0 CURRENT USE: VACANT PROPOSED USE: RESTAURANT & LIGHT WAREHOUSE LAND USE SCHEDULE: DEPARTMENT OF COMMUNITY DEVELOPMENT 2. MAXIMUM SQUARE FOOTAGE FOR COMMERCIAL SHALL BE 3,285 SF. Power Pole 3. PRE -DEVELOPMENT % POST- DEVELOPMENT % BUILDING: 0 SF 0 3,401 SF 10.1 PAVED: 13,048 SF 38.9 19,226 SF 57.2 PERVIOUS: 20,550 SF 61.1 10,971 SF 32.7 TOTAL: 33,598 SIF 100 33,598 SF 100 SITE SPECIFIC NOTES 1. MAXIMUM NUMBER OF EMPLOYEES WILL BE 12. DEPARTMENT OF COMMUNITY DEVELOPMENT 2. MAXIMUM SQUARE FOOTAGE FOR COMMERCIAL SHALL BE 3,285 SF. Power Pole 3. MAXIMUM AMOUNT OF IMPERVIOUS COVER SHALL BE 22,691 SF INSPECTIONS 4. PROPOSED USE IS A RESTAURANT, MAXIMUM ACREAGE IS 0.77 AC. Fire Hydrant 5. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 6. EXISTING LANDSCAPING CONSISTS OF GRASSED AND DECIDUOUS WOODED VIRGINIA DEPARTMENT OF TRANSPORTATION 7. LOT B IS NOT INV A FLOOD ZONE. A PORTION OF TMP 78-09 IS IN THE 100 -YEAR Proposed Spot Elevation FLOOD PLAIN AS SHOWN ON THESE PLANS. Proposed Contour 8. THIS SITE IS NO)T LOCATED IN A RESERVOIR WATERSHED. Use: Automobile Dealership 9. CONCEPTUAL S70RMWATER MANAGEMENT FOR QUANTITY SHALL BE PROVIDED BY STORMWATER MANAGEMENT FACILITY SWM -1 AS SHOWN ON THESE PLANS. E-4 10. CONCEPTUAL SJORMWATER MANAGEMENT FOR QUALITY SHALL BE PROVIDED BY THE BIO -FILTER SHOWN ON THESE PLANS. w 11. PRIOR TO FINAL SITE PLAN APPROVAL A PLAT SHALL BE APPROVED WHICH CREATES ALL NEW EASEMENTS REQUIRED FOR THIS DEVELOPMENT. 53' R/W 12. A GREASE TRAP SHALL BE PROVIDED FOR THIS RESTAURANT. 0.39 Acs APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT Overhead Electric PLANNER/ZONING Power Pole ENGINEER New Light Pole INSPECTIONS 0) ARB Fire Hydrant DEPARTMENT OF nRE RESCUE Water Meter ALBEMARLE COUNTY SERVICE AUTHORITY Backflow Prevention Device VIRGINIA DEPARTMENT OF TRANSPORTATION Existing Contour HEALTH DEPARTMENT Proposed Spot Elevation -9 N N 9 I DRAWING INDEX MA1 COVER SHEET MA2 SITE PLAN MA3 GRADING/UTLITY PLAN MA4 LANDSCAPE PLAN LEGEND --W/E-- Existing Waterline --O/E-- Overhead Electric O Power Pole 0-0 New Light Pole MH 0) FH Fire Hydrant WM Water Meter BPD Backflow Prevention Device 500 Existing Contour X 50.0 Proposed Spot Elevation 5070 Proposed Contour n 00 -1-4 2-- New Pavement Use: Automobile Dealership Existing Critical Slopes LLJ Zoned.- R-15 CO r< E-4 1:L-1 cc n w w r") Use: Residential co 53' R/W -4- 3,598 SF C) C�6 LO F4 W Lq -- 0.39 Acs 0 -4) To Be Dedicated Public Use LAJ cO M z VDOT MON C'4 W V)20' zo W) AT&T Easement o ab CD -C14 -r- P (.0 CY) •CN C/) CN co Cl) LLI 0 rn 06 dto Ln V) C) cc V) I DRAWING INDEX MA1 COVER SHEET MA2 SITE PLAN MA3 GRADING/UTLITY PLAN MA4 LANDSCAPE PLAN LEGEND --W/E-- Existing Waterline --O/E-- Overhead Electric PID Power Pole 0-0 New Light Pole MH Manhole FH Fire Hydrant WM Water Meter BPD Backflow Prevention Device 500 Existing Contour X 50.0 Proposed Spot Elevation 5070 Proposed Contour n 00 -1-4 2-- New Pavement Use: Automobile Dealership Existing Critical Slopes VICINITY MAP SCALE: 1"=2000' ASite 0qr TM 78E-25 Lot 25 Fontana 2C PARCEL PLAN FOR Zoned- R-15 TOWN & COUNTRY COMMERCIAL , \.y ', ' Note: Property Line follows Centerline of Creek. Metes and Bounds from A through B are as shown on Plat in DB 2081-248. Creek location was field verified. I C/1) 00 co IV- Cn S46'3S6g44 C/-) 64 100 Creek113.60' M -�5-_____-_-_ Exist. 20' Sonitar Easement ------':�Exist. 20' AT&T Easement DB 1274-580 DB 729-158 Area Summary: o TMP 78-09 ....... 17.29 Acs Less Lot B ........ 0.77 Acs Less R/W .......... 0.39 Acs Residue ............ 16.13 Acs 2'11'3 53.00' I IF F TM 78-9A U*-) 01 LO Avemore, LLC Im 78E -E // , I I I *\ I -0- TM 78 -Par 8B Zoned- HC -EC DB 2081-248 TM 78 -Par 7 L -n V) Warren A Bushey U� CT) Wilton Farm LP. ZN IF Zoned: HC -EC n 00 -1-4 2-- CD Use: Automobile Dealership 00 LLJ Zoned.- R-15 CO r< E-4 1:L-1 W ro w w r") Use: Residential co 53' R/W -4- 3,598 SF C) C�6 LO F4 W Lq -- 0.39 Acs 0 -4) To Be Dedicated Public Use LAJ cO M z VDOT MON C'4 W V)20' o ocn AT&T Easement L r.) ab CD -C14 -r- P (.0 CY) •CN - CN co Cl) LLI 0 rn 06 dto Ln V) C) cc V) C n C14 Richmond Road C/) ED 00 (D Variable Width R/W LD LLJ r Ln Ln Lr) I C/1) 00 co IV- Cn S46'3S6g44 C/-) 64 100 Creek113.60' M -�5-_____-_-_ Exist. 20' Sonitar Easement ------':�Exist. 20' AT&T Easement DB 1274-580 DB 729-158 Area Summary: o TMP 78-09 ....... 17.29 Acs Less Lot B ........ 0.77 Acs Less R/W .......... 0.39 Acs Residue ............ 16.13 Acs 2'11'3 53.00' Residue of TM 78 -Par. 9 Albemarle Hotel LLC DB 2533-201 DB 1965-32 DB 1911-359 Zoned- HC -EC Curent Use: Vacant F I IF F TM 78-9A U*-) 01 LO Avemore, LLC Im 78E -E // , I I I *\ I -0- LIn - 00 Zoned- HC -EC DB 2081-248 TM 78 -Par 7 L -n V) Warren A Bushey Zoned- R-15' DB 659-165 Ln IF Zoned: HC -EC n 00 -1-4 2-- Fontana 2C Use: Automobile Dealership 4 Ln E-4 1:L-1 CN ro Town and Country Lane Phase 1 co 53' R/W -4- 3,598 SF C) C�6 LO F4 W Lq -- 0.39 Acs 0 3q 1 To Be Dedicated Public Use ru11 Residue of TM 78 -Par. 9 Albemarle Hotel LLC DB 2533-201 DB 1965-32 DB 1911-359 Zoned- HC -EC Curent Use: Vacant F Tm 78-12 North Pantops Townhouses LLC DB 2088-461 TM 78-11 Zoned : R-6 Hurt Investment Co. Use: Vacant DB 1964-184 -_-------Exist SWM Facility and DB 1965-37 Maintenance Easement Zoned: HC -EC DB 2533-201 r ----- - - ------ - - -- - ------ - Lj N58-08'55 343.88' IF Tm 78 12A J IF I Montessori Community Sch IF 1 DB 2482-339 TM 78-581 TM 78-9A U*-) 01 LO Avemore, LLC Im 78E -E // , I I I *\ I 13.43 i LIn - 00 Zoned- HC -EC DB 2081-248 " L -n V) / Open Space I / .. / Zoned- R-15' Dealership Ln 138.91' Use: Residential n 00 -1-4 2-- Fontana 2C ee 4 L= 49.04' E-4 1:L-1 Lot B Z IF 00 Ln CO C' -J co 011 -4- 3,598 SF C) C�6 LO F4 W Lq -- .,4 0 7 cres 00 fn1-d- Cd LD L, °N° -,t cO M z VDOT MON C'4 W V)20' AT&T Easement L r.) 0 Ln 00 ------------ L=37.6 C26 - -- ---------------- - ............. . .. ... J DB 729-158 U C14 00 :z 0 Cn cn I 6.58 U.S. Route 250 C14 Richmond Road Variable Width R/W LLJ r Ln Ln Lr) E-4 co rn W LLJ 0-4 C0 0 LQ r) CAD 00 0 C14 C) Lr) ro INC') 00 C.0 U? C) LLJ 00 .,t -C-4 r- V) Lo L0 r.� -.0- C14 Lr) E-4 V) Lq LLJ Zo -C14 ,0 (.0 C14 CD LL -1 b RLO Ln Nz 00 C14 CM o6 W:4- L0 00 bo------ Tm 78-12 North Pantops Townhouses LLC DB 2088-461 TM 78-11 Zoned : R-6 Hurt Investment Co. Use: Vacant DB 1964-184 -_-------Exist SWM Facility and DB 1965-37 Maintenance Easement Zoned: HC -EC DB 2533-201 r ----- - - ------ - - -- - ------ - Lj N58-08'55 343.88' IF Tm 78 12A J IF I Montessori Community Sch IF 1 DB 2482-339 TM 78-581 TM 78-9A U*-) 01 LO Avemore, LLC 13.43 i LIn - 00 Zoned- HC -EC DB 2081-248 " L -n V) iso30 Zoned- R-15' Dealership Ln 138.91' Use: Residential n 00 -1-4 2-- cin ee 4 L= 49.04' E-4 1:L-1 Lot B Z IF 00 Ln CO C' -J co Cn -4- 3,598 SF C) C�6 LO F4 W Lq -- .,4 0 7 cres 00 fn1-d- Cd LD L, °N° -,t cO M z VDOT MON C'4 W V)20' AT&T Easement L r.) 0 Ln 00 ------------ L=37.6 C26 - -- ---------------- - ............. . .. ... J DB 729-158 U C14 00 :z 0 Cn cn I 6.58 U.S. Route 250 Tm 78-12 North Pantops Townhouses LLC DB 2088-461 TM 78-11 Zoned : R-6 Hurt Investment Co. Use: Vacant DB 1964-184 -_-------Exist SWM Facility and DB 1965-37 Maintenance Easement Zoned: HC -EC DB 2533-201 r ----- - - ------ - - -- - ------ - Lj N58-08'55 343.88' IF Tm 78 12A J IF I Montessori Community Sch IF 1 DB 2482-339 TM 78-10 White House Motel L.L.C. Zoned; HC -EC DB 2224-252 Zone& HC -EC Use: Motel TM 78-57B Free Bridge Auto Sales 0) a CV DB 1965-32 C' 10 . -a �� j:1 W Tm 78-11 B 60) Zone& HC -EC American Legion Post Use: Automobile Dealership 74 Lodge DB 983-547 Zone&- .. . ....... .. . .. ....... . .. ....... . .. ..... -------- 100 0 100 200 31 100' It f .. 11111WIIIII TM 78-9A S70*31'23"E LO Sandav, LLC DB 2533-201 13.43 i 00 Zoned- HC -EC " Use: Automobile iso30 230" Dealership 138.91' 4 L= 49.04' E-4 1:L-1 Lot B Z IF Portion of C) 4h, Parcel 9 co Cn -4- 3,598 SF C) N40' 4'19"W .,4 0 7 cres C) 31.39 C14 U cO M z VDOT MON co oLp CIO. 403.11 ------------ L=37.6 C26 - -- ---------------- - ............. . .. ... J 0 6.58 U.S. Route 250 Richmond Road Variable Width R/W TM 78-10 White House Motel L.L.C. Zoned; HC -EC DB 2224-252 Zone& HC -EC Use: Motel TM 78-57B Free Bridge Auto Sales 0) a CV DB 1965-32 C' 10 . -a �� j:1 W Tm 78-11 B 60) Zone& HC -EC American Legion Post Use: Automobile Dealership 74 Lodge DB 983-547 Zone&- .. . ....... .. . .. ....... . .. ....... . .. ..... -------- 100 0 100 200 31 100' It f .. 11111WIIIII Sheet No: MAI of 4 co 4 E-4 1:L-1 z co .,4 0 U z $-4 W 0 E-4 0 0-4 C0 0 C;d 0 0 Z 0 E-4 cc$ U -21 0 M Sheet No: MAI of 4 X ota�o\ ST -6 Ak Stop / CO -6 00 Sign / Y SpR `J 4 FH \ \ ST -7 CG -2 01 \ \New 30 Access Easement /40 �, • ' 24 . i p`nom- / o. 228'R CG- i ., 7' 2 ' Stop Sign �° o. • 12 Sp ces ® 'x16' G-2 ;Q 00 v •, �- ,, N CO -7 12 x 15 I I I ti ., . , • Conc. Pad 'R 10'x15' Concrete • 1 �' :. ,• Dumpster Pad I� `�11PI ( " 1 • is I I 1 g' ST -88 I 1 i Space 0 9x1 .9 I I o 1 6Brick W II 170' CG- ( I �' • Enclosure t — � I � Match Exist000 ..- ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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 DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION 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). 9. ALL NEW PUBLIC DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. New 20 Water dine Easement To be Dedicated to ACSA NN <ap—Ole JMM00 C E -� oa m � E m O Q L ��;Z,,At... .... P;'� JewOVA 'tp �,L T H ae. off. r� TIMOTHY R. MLO CERI✓ 11E Na �0 M542 0.1 DAIAL NO.1 DESCRIPTION I DATE A L W>' 1 WM y., m M o Retaining Wall Max Heigth=9' CD ► '• a, • • ` I U R 8 Sa�rWell rn 180SF, 23.67 1 WM -- 24' 16' o Retaining Wall Max Heigth=9' ► '• a, • • ` I R 8 Sa�rWell rn 180SF, 23.67 —%P ao .- .:. w op I I N N • I .O 2-StorU Building • t ' (n L o o 0 3 221 SF ° . N cn i N �, o 0 0 20 0 20 40 60 '' O I co, r` Area- 5 c' Elevation =438. ;- � a CD z U oo SCALE: 1" = 20' • � • � I � Use =Restaurant r F�n� `D � I .t� Y'- cs1L9w SF , Q ....... ...... X < Cm > < > CL -j M M C 15" HOPE Outlet Pipe N . ....... ......38' 0 3.95* CL C SCC -1 Upper Inv =415.50 0 0 Lowerinv= 04.00 C > 0 .. ............. - - ------ ...... .... ...... oco- Tree O Tree/Proiection Am lop Protection Area w ...... .... ... ... r w4f !f* Ov • NON coy` ..... LQ 1P q /V, ........... ------- ----- ..... �G JITIMOTHY R. # ....... ... Dra .-v9e°fie VK JA COWDIE F/ 41% T, 3%42 -T, .. .... ........ C ........... Sr )A' ..... ..... UNAL C Tree Protection Area eMen Revisio ES -1 mrl �O. � , i �Q�\ � �;� CO -)6 n e inke NO. DESCRIPTION DATE County Comm 8 GV FH ST Pb ?07 45' . . .. ....... ... Bend I i — �.` 11 0 6 z i \ 1 i 1 i !+I E Q) 0 r p / / / ,• � ••_.. ` I 1 i ' t, fit° ( �� 1 � X --- ---- .... ------- Cp- C -- ------ F-1 %K LL) ---- -------- ------ ....... --- J5 .0 m 20 0 20 40 40 1 ...... .......... ST -88 L i N -X 3t SCALE: 1 20' EPCO Exist. V� ELM -w 1& 1 j. Centel AC/SA tility E-,cse,,r;nent WIDTH VARIES u C .0 Retaining Wall )(33 Wid t h - -------- LASS A-3 CONC. Varicble: SLOPE: 1/4" 1 Max Heigth=9' DB 1 —613 -To COMPACTED SUBGRADE CD 3r story BJ, 95% COMPACTED Qj r Twical Pavement Section Sidewalk 3 221" tv .................................................................... ................................................... ............... Area 0 -4 NOT TO SCALE E�evobc`n-, ReikOu co .. ......... Use 3 Nf! ........ WIDTH VARIES --,,F-1evQb0f'% 428S(� vm PCO, y4otehpuse e C 97 C) 4,000 PSI Concrete entel &j ACSA patio utility Eh .. ............ aked �PWidth Exist. PP rory Wash R -bB 113 .-.-t Meter 0 MOS06 Me J 0 -------- • COMPACTED SUBGRADE #4 ®12" A .%W 0 95% COMPACTED EACH WAY 0 '-A Tuical Pavement Section Dumpster Pad ---- -- 10 0 0 Al . ............... NOT TO SCALE �d oc Be Re ... co Waterline 0 DIP .......... WIDTH VARIES ..... ... ........ ............. ...... ....... w. CG -2 G 2" SM -9.5A Ji .......... . ........ ... ......... .......... ....... 1/4": 1 1/4": 1 Q 0 16 .... .......... ........ ....... ..... ............. .............. ------ ...... ... ... ...... .... .......... 0 40 50 Z ",00A ...... ... ... .............. ........... ........ .. ...... ........ 6 VDOT 21A BASE MATERIAL " 'jjTv- Lo ...... .... .... ...... 0 'ic .. 4 co E . ...... ......... ... ...... ...... TY e ........ bl • PICAL PAVING SECTION 6 SCALE --- ---- ----------------- -------------------- ----------------------------------------------------------------- NOT T .......... S A., ........... . ......... ........... ................ ........ ...... ...... Sheet No: ....... ----- ....... - ............ J ....... ..... ....... ...... - ------ . ......... ---- - - %*# Ir CW; T L /04-0* �*T H ...... ------- -------------- . . ........... - --- ------ -- ------- ------- N Y MA3 OF 4 P .. .....C\1 ....... C\1 cv 40 < > < > (L _j M (f) X C E V cq C .. ..... ------ 0 0 ........... 0 C > ----- ------------- 0 ... . ...... ...... ........ Tree COX Protection Troll/ Arm 14 CD / 4. 0 7 O Am .......... ....... . .. ........... . ..... ...... .......... 4t� ----------- TIMOTHY R. MIUR :11/77 COrMIE ft 4 --------•A542 ol UNAL Tres Protection Area R iong. CO_)6 NO. DESCRIPTION DATE X County Comments, 01.07.08 X Py Py I A FH Pb . ......... ........ ST 1000 za I 'C(5) Ic C Z3 C(� AR b3.. ........ E'15 ;Z 11c; % t ,p $ FLO C —7 P. 20 0 20 40 0 ►• \ i 0 AR Liam IN 0 ------ ------ ........ SCALE: 1 20' Continuation i of Existing Landsca ing 0 ...... -------- A04 lk% ' , �; / /0: a TIM7U , 7.,H B 0 W% AR 0 Py 0 S PL. .......... 4- 12 LANDSCAPE SCHEDULE TREE BOTANICAL & I MINIMUM HEIGHT 0 QUANTITY CANOPY --TOTO L CANAREA KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS QP Quercus Phellos 3.5" 10 370 sf 3,700 sl Willow Oak Rubrum 'October Glory' 'sf AR 2.5" — 11 397 sf 43115f October Glory Red Maple Prunus x yedoensis PY — 6'-7' 6 99 sf 594 sf Yoshino Cherry Berberis thunbergii 'Concorde' 12' BT 12 Concord Barberry Laegerstromia indica 'Natchez' LI 6'— 7' 8 Matchez Crape Myrtle Prunus lourocerasus 'Schipkaensis' PLS 30" 20 Skip Laurel Ilex cornuta 'Carisso' ICC 24" 113 — — Carisso Holly Zelkovo serato ZS 2.5" — 9 350 sf 3,150 s Green Vase Zelkovo Myrica cerifera IVIC — 6' 6 — — Southern Wax Myrtle Lirlope muscari LM — I — I — Border Grass Total Canopy 11,811 s WAI MPAPF� A AA, Retaining wall Max Heigth=g' ( - J N T bul ®tII V.0 -9f � �111 I I • . ' / - ------------- 3 221" S� Ul 'Resluut n C0 2 SY Zlevat"On� Usk., C) 00 CIO P akt*k a A i t AW Mason" 0 AV CJ 4, k'A I wo Te - wlvov�-. WIN _ 0 ?P0000,111APIAOAKI