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HomeMy WebLinkAboutSDP200800135 Plan - Approved 2009-03-16EXISTING oiPF IRON PIN FOUND m ELECTRIC POLE GUY WIRE o TELEPHONE POLE •O WATER METER ❑ CURB DROP INLET FIRE HYDRANT EDGE OF PAVEMENT BENCHMARK 4 SIGN EDGE OF WOODS —aN E—OVERHEAD ELECTRIC —a T—OVERHEAD TELEPHONE =_ ==STORM SEWER LINE —u—SAN. SEWER LINE —+— WATER LINE —m—EXISTING 10' CONTOUR -Ice--EXISTING 2' CONTOUR GRADING, SITE, AND UTILITY PLAN PROPOSED _ HEAVY DUTY PAVEMENT CONCRETE CURB AND GUTTER ® MODIFIED REVERSE CG -6 CURB AND GUTTER J— SIGN m STORM WATER PIPE —W— WATER LINE —SS— SANITARY SEWER UNE SENIOR ENGINEER SANITARY/ 434-977-4511 STORMWATER CLEANOUT ® WATER METER A DOWNSPOUT O1 S70RM WATER STRUCTURE LABEL ® INLET PR07EC77ON x—x— SILT FENCE ---- aOD-- PROPOSED 10' CONTOUR —799— PROPOSED 2' CONTOUR =IBM LIMITS OF CONSTRUC710N Q PROPOSED LANDSCAPING (TYPICAL) Q SHOPPING CENTER LANDSCAPING (TYPICAL) FOR 1 • 1 CROZET COUNTY OF ALBEMARLE, VIRGINIA COUNTY & UTILITY CONTACT INFORMATION COMPANY/DEPARTMENT PROVIDER/TITLE CONTACT PERSON CONTACT NUMBER ACSA SENIOR ENGINEER JEREMY LYNN 434-977-4511 BUILDING PERMITS BUILDING OFFICIAL KEITH HUCKSTEP 434-296-5832 x.3241 COMMUNITY DEVELOPMENT BUS. DEV. FACILITATOR SUSAN STIMART 434-296-5832 x.3263 COMMUNITY DEVELOPMENT COUNTY ENGINEER GLENN BROOKS 434-269-5832 x.3273 ELECTRIC DOMINION VIRGINIA POWER ----------- 888-667-3000 ENVIRONMENTAL STORMWATER INSPECTOR REPP GLAETTLI 434-296-5832 x.3424 EROSION CONTROL EROSION CONTROL OFFICER KENNY THACKER 434-296-5832 x.3390 FINANCE ADMINISTRATION COUNTY ----------- 434-296-5855 FIRE DEPARTMENT ASSISTANT CHIEF JAMES BARBER 434-296-5833 LANDSCAPE LANDSCAPE PLANNER BRENT NELSON 434-296-5832 x.3272 PHONE/INTERNET EMBARQ --- 434-974-6928 PLANNING PRINCIPAL PLANNER MARGARET MALISZEWSKI 434-296-5832 x.3276 PLANNING NEIGHBORHOOD PLANNER REBECCA RAGSDALE 434-296-5832 x.3439 POLICE CHEIF JOHN MILLER 434-296-5807 SHOPPING CENTER DEVELOPER ------------ STEVE HOPKINS 434-296-4141 TRANSPORTATION ENGINEER JACK KELSEY 434-296-5832 x.3376 VDOT ASSISTANT ADMINISTRATOR JOEL DENUNZIO 434-293-0011 x.120 ZONING COUNTY PLANNER FRANCIS MACCALL 434-296-5832 x.3418 THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NAR AND LOCATION OF THE WORK. INDEX OF SHEETS CO COVER SHEET Cl SHOPPING CENTER MASTER PLAN C2 SITE LAYOUT AND UTILITY PLAN C3 EROSION AND SEDIMENT CONTROL PLAN C4 DRAINAGE AND GRADING PLAN C5 LANDSCAPE PLAN C6 LIGHTING PLAN C7 E&S DETAIL SHEET C8 DETAIL SHEET C9 DETAIL SHEET C10 LIGHTING DETAILS APPROVALS I DATE II OF IMI RQ 0)6VIli AZfvolfullL.3010ITOff.Lf1i1110) ©oa I 16.1 Mill VICINITY MAP TAX MAP 56 PARCEL: 110 DEVELOPER: BLUE RIDGE INVESTORS LLC. FILE NO. GREAT EASTERN MANAGEMENT COMPANY, MANAGER DATE: P.O. BOX 5526 DRAWN BY: CHARLOTTESVILLE, VA. 22905-5526 CON TACT.• STEVE HOPKINS, PHONE, 434-296-4141 x.112 OWNER PRESTON STALLINGS ENGINEER: HURT to PROM T T INC. 6330 N. CENTER DRIVE, STE. 141 NORFOLK, VA. 23502 EXIS77NG ZONING HC/CT-5 (2MA-89-03) LOCA 770M WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SOURCE OF TOPOGRAPHY do SURVEY • HURT & PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, VA. 24501 ADJACENT PROPERTY OWNERS TAX MAP 56 PARCEL 1090 PARCEL 10781: TAX MAP 56F1 THOMAS E. MILLER OR ELEANOR RAE IRVINE RA ZONING, RESIDENCE KING SOLOMON'S MA50NIC LODGE NO. 194 CT-5/1?1 ZONING, FRATERNAL LODGE CLOVER LAWN VILLAGE PD -MC -ZONING MIXED USE DEVELOPMENT up ADJACENT PROPERTY CONTAINING STORM WATER DETENTION FACIU7/ES PARCEL 110A: PRESTON 0. STALLINGS CT -4 HIGHWAY COMMERCIAL -BLUE RIDGE BUILDERS SUPPLY THIS PROPERTY IS WITHIN THE SOUTH FORK R/VANNA RESERVOIR WATERSHED. 774IS PROPERTY IN NOT W THIN 100 YEAR FLOOD PLAIN. ALL PROPOSED coNrOURS ARE AT 1'-0' INTERVALS. GENERAL N07ES.• 1. WATER SERVICE SHALL BE 1' TYPE K' SOFT COPPER AND HAVE 3' MINIMUM COVER, THIS BUILDING WILL NOT HAVE A FIRE SUPPRESSION SYSTEM INSTALLED. 2. SANITARY SEWER SHALL BE 4' PVC SDR 26 W1774 A MINIMUM 1X SLOPE. INSTALL WARNING TAPE AND LOCATION WIRE ABOVE WITH SANITARY SEWER SERVICE LINES J. MAINTAIN 3' MINIMUM DEPTH OF COVER FOR ALL SANITARY SEWER AND WATER LINES 4. REFER TO ARCHITECTURAL DRAWINGS BY LAMBERT ARCH17ECTLIRE + INTERIORS FOR BUILDING PLAN DETAILS 5. VDOT STANDARD CG -6' SHALL BE USED WITHIN RIGHT OF WAY AND ON SITE. 6. CONTRACTOR TO MAINTAIN MINIMUM OF 5' HORIZONTAL SEPARA77ON BETWEEN WATER AND SEWER LATERALS MAINTAIN MINIMUM OF 18' VERTICAL CLEARANCE SEPARA7701V BETWEEN SERVICE LATERALS AND STORM DRAINAGE PIPES 7. CON7RACTOR TO COORDINATE WI7H HVAC C0N7RACTOR ON DETAILS AND LOC4770N OF HVAC EQUIPMENT PADS PRIOR 70 CONS7RUCITON, 8. REFER TO LATEST ARCH17EC7URAL PLANS FOR EXACT BUILDING, PLUMBING, DOWN SPOUT, AND UBLITY LOCATIONS. 9. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPLICABLE. 10. REFER TO ARCH/TECIURAL PLANS FOR EXACT BOLLARD LOCATIONS AND DETAILS 11. ALL PROPOSED U77LI77ES SHALL BE UNDERGROUND. 12 ALL EXTERIOR UGH77MG SHALL BE GLARE SHIELDED AND DIRECTIONAL 13 SINGLE PHASE ELECTRICAL SERVICE CONTRACTOR SHALL COORDINA7E WITH ARCH17ECT. 1. BANKS REQUIRE A MINIMUM OF ONE (1) SPACE PER ONE -HUNDRED AND FIFTY (150) SQUARE FEET (SF) OF GROSS FLOOR AREA. 2. PARK/NG SPACES ARE DEFINED AS THE AREA REQUIRED FOR ACCOMMODATING ONE AUTOMOBILE OR OTHER MOTORIZED VEHICLE ON PRIVATE PROPERTY. PROPOSED PARK/NG SPACES (INCLUDING ADA ACCESSIBLE SPACES) ARE SHOWN AS DIMENSIONED.. J. PARKING CALCULA770N57 FOR 2,400 SQUARE FOOT BUILDING REQUIRED: 1 SPACE PER 150 SQUARE FEET OF GROSS FLOOR AREA = 16 SPACES PROPOSED: PARKING SPACES INCLUDING 1 ADA ACCESSIBLE SPACE = 33 SPACES ■M4 a_ _Z h- WLU N > W uj 0 lx V L w W m Zj O O V m � Z 0 O V PROJECT NO. 20085025 6k. NO. 175.03-D2A FILE NO. DATE: 9/12/08 DRAWN BY: ICT CNELKED BY: YIISH WIJTAII S. NORTON Lk. Na 22920 H U RTQ- tX PROFFITT SHEET N0. Co •'I OL you W Obi u m o m z CL D LANDSCAPE PLANTING SCHEDULE QTY IN LIMITS DESIGN SYMBOL LATIN NAME COMMON NAME SIZE OF QTY IN TOTAL CONSTRUCTION PARCEL CANOPY L1 v v PRUNUS LAUROCERUSUS OTTO LUYKEN LAUREL 3' -4' 9 - - L2 ® KURME AZALEA (HINODEGIRI) RED AZALEA 2'-0" 20 - - L3 Qz') CORNUS FLORIDA FLOWERING DOGWOOD 5'-6' - 3 1107 L4 + CERCIS CANADENSIS EASTERN REDBUD 5'-6' 3 7 2772 1-5 + PLATANUS ACERIFOLIA LONDON PLANE TREE 3-1/2" CALIPER 5 13 5865 L6 ZELKOVA SERRATA JAPANESE ZELKOVA 2"-2 1/2" - 2 490 L7 QUERCUS PALUSTRIS PIN OAK 2"-2 1/2" - 3 1107 L9 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4'-5' - 8 126 Lll -i ILEX CORNUTA DWARF BURFORD HOLLY 24" MIN. 24 - - L12 p, TAXUS BACCATA "REPANDENS" ENGLISH SPREADING YEW 24" MIN. 13 - - L13 ILEX CRENATA "GREEN LUSTER" HOLLY 24" MIN. 6 9 - L14 ILEX X ATTENUATA "FOSTERI" FOSTER'S HOLLY 4'-5' 6 2 L75 BERBERIS X GLADWYNENSIS "WILLIAM "WILLIAM PEN" BARBERRY 24" MIN - 11 PENN" INTERIOR LANDSCAPING CALCULATION PARKING, VEHICLE & TRAVEL AREA: 22,911 SF INTERIOR LANDSCAPE REQUIREMENT (57): 1,146 SF TOTAL INTERIOR LANDSCAPING PROVIDED: 3,274 SF TREE CANOPY CALCULATION PROJECT AREA: 38,497 SF CANOPY REQUIREMENT (10%): 3,850 SF TOTAL CANOPY PROVIDED: 11.457 SF NOTES: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. IRRIGATION CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF CONDUITS WITH THE ARCHITECT AND SITE CONTRACTOR. O711 i V i a W m L6 O z m O V PROJECT NO. 20085025 G.L. NO. 175-03$1214 FILE NO. DATE: 9/12/2008 DRAWN BY: )CT CHECKED BY: WSH NIM S HORTON Uc. Na 22820 3 -3-Oq 20 10 v ?0 4o HURTp Wim_ � . � O PROFFITT 1"=20' I SHEET N0. C5 LEGEND 1❑ ROWLOCK CAP (ALTERNATING) ❑2 BRICK ❑3 CONC. SLAB 1-. N. - :E SITE DRAWINGS )R EXTENT OF SLAB JD CONC. PAVING LEGEND ❑1 ROWLOCK CAP (ALTERNATING) 2❑ BRICK 9❑ CONC- SLAB 4❑ DUMPSTER KEY EVERY OTHER BRICK COURSE— OF BRICK PANEL INTO GROUTED CAVITY OF PILASTERS AT MINIMUM OF 3', TYPICAL. 6' CONIC PAD WITH B x 6 W1.4 x W1.4 WWF W/ TURNED DOWN EDGES. SLOPE MINIMUM OF 114"IFOOT AWAY FROM WALL (SEE PLAN) 1/2" EXPANSION JOINT FILLER 4" GRANULAR BASE ON COMPACTED SUB GRADE SLAB OR LANDSCAPING SEE SITE PLAN CONC FOOTING SEE PILASTER SECTION THIS SHEET FOR SIZE AND REINFORCEMENT 115/8' 4 io 8- CONIC PAD 1 1x W1.4 WWF Wl 1TURNED LEDGES. DO 1 i•` am'm Ul .� . A ROWLOCK CAP (ALTERNATING); 114' SLOPE BRICK WALL PILASTER WITH FULLY GROUTED CAVITY (2) #4 VERTICAL BARS @ 2'-0" WIDE PILASTERS LAPPED W/ #4 DOWEL BARS. (3) #4 VERTICAL BARS @ T-4" WIDE PILASTERS LAPPED W/ #4 DOWEL BARS HORIZONTAL TRUSS TIES @ EVERY 3RD BRICK COURSE 112" EXPANSION JOINT FILLER 4" GRANULAR BASE ON COMPACTED SUB GRADE SLAB OR LANDSCAPING SEE SITE PLAN CONC FOOTING (3) #4 BARS CONT TOP AND BOTTOM (2) #4 DOWEL BARS W/90° HOOK @ 2'-0" WIDE PILASTERST:il ` (3) #4 DOWEL BARS W/ 90° HOOK @ , 3'-4* WIDE PILASTERS CENTER DOWELS IN THICKNESS OF WALL AND EXTEND UP FROM TOP OF FOOTING 2'-4" MIN. #5 BARS 10" @ 10' O.C. —� TRANSVERSE, TOP AND BOTTOM 1 2 z O U A- 1 d . , a . a 3-0' zj:l Q ,Z V W W W _ 0J � t Q a J 0 V W co LV #4 VERTICAL BARS O CENTER IN THICKNESS OF WALL. OFFSET END BARS 4' MIN. FROM Q M ENDS OF PILASTERS TO ALLOW �Iw SPACE TO KEY PERFORATED SCR#MIN. Z m PILASTERS SECTION CONC PAD, SEE OTHER SECTION, FOR PROJECT NO. 20085025 THICKNESS G.L. 140. 175-03-D2.4 FILE NO. DATE: 9/12/08 DRAWN BY: )CT CHECKED BY- WSH U Y NIWIW S. MORTON iv 'a Lk. No. 22820 HURT PROFFITT SHEET NO. C9