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SDP200800020 Plan - Other (not approved) 2008-04-10
PRELIMINARY SITE DEVELOPMENT PLAN FOR VVHITEHOUSE COMMERCIAL Site \ Rolk. R.' Pavilions LBEMARLE COUNTY, VIRGINIA TAXM P9 AND 11 CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION C1 - Cover Sheet C2 - Notes, Abbreviations, & Legend C3 - Parcel Map C4 - Existing Conditions & Demolition Plan C5 - Site Plan C6 - Grading and Utilities Plan C7 - Landscape Plan C8 - Lighting Pian C9 - Details N — — �NNcQQ ++ C +4>�U� C er cr o CM C 0 —" .0 0 `J 10 A`as Qi IS va a,�c N L T H pF o �1, 'TIMOTHY RAY MILLER n Lic. No. 30542 CONAL EN A m W Y U W U �z 0 0 w wP m A �QQ Q x m 0 W z � N °° o o � O M � O u.i Z O U coQ 0 abi � O o V � U •r -I LLI CC) z O w ,p J � Z CD W � �� w O Q W H O U_ E Q i= ►—� z -j w w w ° p~ ? _ DDR PROJECT NO: 70456 INDEX TITLE: C t SHEET NO: 1 OF 9 DATE: 1-28-2008 U m 6 E -J A N Cm SITE DATA & GENERAL NOTESI�Q C N>o)io SIBILITIES ART TWO GENERAL (CONSTRUCTION NOTES (PART TWO) v 5 m co SITE DATA CONTRACTORS COORDINATION RESPON (P ) GENERAL CONSTRUCTION NOTES (PART TWO) CONT D E m co 9. CONTRACTOR SHALL RESPONSIBLE FOR ALL RELOCATIONS. (UNLESS OTHERWISE NOTED ON PIANS) INCLUDING, BUT NOT UNITED 1. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL 6. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE C a O � s TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND COUNTY STANDARDS AND SPECIFICATIONS. 0 O - v 4l�EB� WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL BRIDGES. ,C 0) HURT INVESTMENT COMPANY COST SHALL BE INCLUDED IN BASE BID.7. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING _ 2. USE SELECT AMATERIAI UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, � P.O. BOX 8147 AND OTHER CONCRETE AND PAVED SURFACES, USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACECONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. MATERIAL IN 6' LIFTS. O Q CHARLOTTESVILLE, VA 22906 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 3. COMPACT LAYGERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING AND BY STANNOARD PROCTOR ME1H0D PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS PAVEMENTS, WALKS, AND ROAD EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY OR OTHER EVIDENCE THE CONTRACTOR SHALL DEVELOPER* 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMIENT PROGRAM SHOULDERS, IIIICLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL 1l STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. VIRGINIA LAND COMPANY (VSMP), GENERAL CONSTRUCTION PERMIT (CCPD PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND _ 195 RIVERBEND DRIVE RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL CHARLOTTESVILLE, VA 22902 A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP GENERAL NOTES G 4 REGULATIONS. 4. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF el 1 q v 434-979-8182 DEBRIS, ROOM MO, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTi ODONAL I. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL '�hS 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. MATERIALS. TME MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL AMERICANS WITH DISABILITIES ACT AND MATH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). s6 I FGA REFERENCE& DEED BOOK 2860 do PACE NUMBER 231 MATERIAL WITIH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND qe aM G 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACiiM71ES SHALL BE IN ACCORDANCE FILL MATERIALL ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM. SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM 2• ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. TAX MAP 78, PARCEL NO. 9 AND TAX MAP 78, PARCEL NO. 11 (4.81 AC. - See Sheet 3, Parcel Map.) WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. ASTM D 43181 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL' ASTM D 24877, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 3. SIDEWALKS ADJACENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET. MAG14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE MATH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, 5. ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING WATER ON THE SITE, 4. TO THE BEST OF OUR .BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. SOULS E OF DISTRICT: SURVEY, ORDINANCES AND STATUTES. PARTiWLARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 5. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. ED �;RrF OF BOUNDARY SURVEY: OCTOBER 4, 2007 SUBDIVISION AND BOUNDARY ADJUSTMENT PLAT PREPARED BY DOMINION 15. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE PITH LOCAL, STATE AND INDIVIDUAL DEVELOPMENT RESOURCES, LLC AND AUGUST 22, 2007 BOUNDARY ADJUSTMENT AND RIGHT-OF-WAY DEDICATION PLAT PREPARED BY USN COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY ITATIVES. PDOMINION DEVELOPMENT RESOURCES, LLC IN APPROVAL PROCESS. ABBREVIATIONS LEGEND MODIFICATIONS TO BASE ZsaiRCE OF TOi>OGRAPHY ORIGINAL FLOWN TOPOGRAPHY PROVIDED BY LOUISA AERIAL SURVEYS GENERAL WATER &SEWER CONDITIONSROLKIN ROAD PLANS, OLYMPIA DRIVE PLANS, AND CARNAL AS -BUILT PLANS. EXIST PROP DESCRIPTION R nTOPOGRAPHY AS PER PAVILIONS SITE PLAN, 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WALL BE GENERAL EXIST PROP DESCRIPTION THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.ABAN ABANDONgED) MAX MAXIMUM PROPERTY LINE x 12'TCw-FLOOD INSURANCE RATE MAP NUMBER:287D, DATED: FEBRUARY 4, 2007. 2. THE LOCATION OF EXISTING UTIUTIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PUNSTOP OF CURB ELEVATIONQ- AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL ADJACENT PROPERTY UNE'X' IN THE CONCRETE BASE AT THE SOUTHEAST CORNER OF A STEEL FRAME TRANSMISSION TOWER ON TMP 78-58G. UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ADJ ADJUST MIN MINIMUM x t2 BC BOTTOM OF CURB ELEVATION s ASSUMED ELEVATION 361.28 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER AHD AHEAD MON MONUMENT CONCRETE - -- - - - - VACATED PROPERTY LINE. ' x t 2s FL FLOW (INE ELEVATION CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY WATER SOURCE: 8" ACSA WATERLINE UNDER CONSTRUCTION ALONG OLYMPIA DRIVE < APRX APPROXIWATE NIC NOT IN CONTRACT EASEMENT EDGE OF PAVEMENT ELEVATION A ` 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. x 12 EOP SCE EXISTING ACSA 8' SANITARY SEWER ON SITE. BC BACK OF' CURB NTS NOT TO SCALE _ �- BUILDING SETBACK 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (1-800-552-7001). x t 2 SPOT ELEVATION m s o 1--- --- --- BFE BASEMEN'IT FLOOR ELEVATION OC ON CENTERLu THIS PROPERTY IS ZONED HC -EC (HIGHWAY COMMERCIAL Ic ENTRANCE CORRIDOR) 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE vr- PARKING SETBACK TOP OF WALL ELEVATION THIS PROPERTY IS SUBJECT TO ARCHITECTURAL REVIEW BOARD APPROVAL CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. BIT BITUMINOWS OH OVERHEAD �� x 12° TWLu ZONING LINEBOTTOM OF WALL ELEVATION � Trio eration: 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. x 12' B w General Office Building (710) BK BACK PE POLYETHYLENE ADJACENT TO PUBLIC ROAD: 8. 717 T s da VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF LIMIT OF DISTURBANCE 61 TEST PIT LOCATION/BORING LOCATION ��� �p / y THE UNE. BENCHMARK BM BENCHMARK PERF PERFORATED O w BUILDING - 30' 959 TrIps/day PARKING - 10' Average dolly traffic . 838 Trips per day BS BOTTOM OF SLOPE PROP PROPOSED FLOODPLAIN LIMIT Estimated taken from ITE Trip Generation Manual, 7th Edition. ADJACENT TO RESIDENTIAL GgAI, UTILITY NOTES ca } BUILDING - 50' 1. CONTACT MISS UTIUTiY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CB CATCH BASIN PRVD PROVIDED - Bz - .BUFFER ZONE � IRON FOUND � A RMA PARKING - 20' CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN CG12 ACCESSIBLE CURB RAMP PPAVED WATER WAY WW RMA - RESOURCE MANAGEMENT AREAo ADJACENT TO COMMERCIAL: SATISFACTION. RPA - U° - UNDERDRAIN BUILDING - NONE 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE CENTER LUNE RCP REINFORCED CONCRETE PIPE RPA - RESOURCE PROTECTION AREA DRAINAGE LINE PARKING - NONE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE CL CHAIN LIMK REM REMOVE ROOF DRAIN UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTIUTES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. EDGE OF GRAVEL - Ro RESIDENTIAL BUFFER ZONE - 20' m PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, CMP CORRUGALTED METAL PIPE READ REQUIRED o CRITICAL SLOPE WAIVER (SECTION 4.9.5) IS UNDER REVIEW IN ACCORDANCE WITH SDP 2008-020. AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING SEWER LINE z UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. CONC CONCRETERET RETAIN EDGE OF PAVEMENT - B"S - x C9 MAXIMUM BUILDING HEIGHT: N 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT CY CUBIC YARDS RT RIGHT CG -2 STANDARD 6" CURB - r° - TRENCH DRAIN � c ao p BUILDING A: 35 THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESMI)TION OF WATER LINE o THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR C/C CENTER ITO CENTER R/W RIGHT OF WAY CG -3 BUILDING B: 35' STANDARD 4' CURB - e " � � 2 -STORY OFFICE; W/GARAGE: 65 ADDITIONAL PAYMENTS No OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.FIRE PROTECTION UNE C&G CURB RNiD GUTTER R&D REMOVE AND DISPOSE CG -6 -4..FP COMBINATION 6" CURB do GUTTER - DENSITY, N/A 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO CG -7 WATER SERVICE LINE RE INSTALLED ACCORDING TO COUNTY STANDARDS. DIA DIAMETERt R&R REMOVE dt RESET -z °w - COMBINATION 4" CURB do GUTTER w M 6' Ct1NCRETE ADJACENT TO PARKING 5. IM FOR GRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, EL ELEVATLIAN SQ SQUARE � - ° � - GAS LINE v 5' PARKING ELSEWHERE AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS FIRE LANE STRIPING cn - 0H1N - OVERHEAD ELECTRIC WIRE Z x ELEV ELEVATION STA STATION a tu DUMPSTER PAD: 12'X18' (TYPICAL) A. IMPERVIOUS SURFACES: FLUSH 0 B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. ,BE BUILDING ENTRANCE - UGE UNDERGROUND ELECTRIC 'b ES END SEC TION SW SIDEWALK 5 CURRENI USE,• VACANT 6. ALL BLASTING REQUIREMENTS TO INSTALL UTiU11ES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE �° - o"T - W a COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. EW END WALL SWEL SOLID WHITE EDGE UNE t LOADING DOCK OVERHEAD TELEPHONE LINE A o �I PROPOSED USE°a' . 7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON EX EXISTING SCULL SOLID WHITE LANE LINE • BOLLARD - UGr - UNDERGROUND TELEPHONE LINE 1 I THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEEL � � 00 i BUILDING A: 2 -STORY COMMERCIAL OFFICEEXIST EXISTING' TBA TO BE ABANDONED DD DUMPSTER PAD -c^T� - CABLE TV v U 10,500 SF (GROSS) 8. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. FDN FOUNDATION TBR TO BE REMOVED -�-SIGNui 40 PARKING SPACES (42 REQUIRED) (� 00 2 HAHIDICAPPED SPACES (2 REQUIlRED) 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE FFE FINISHED I FLOOR ELEVATION TBS TO BE SAVED u DRAIN INLET a z` 1 LOADING SPACE (1 REQUIRED) ACCEPTANCE OF ALL UTILITIES. (D STEEL GUARDRAIL 0o DRAIN MANHOLE FrqT n1 DUMPSTER PAD 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4WD PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. GM GRADE R D DRAIN TC TOP OF CURB -4 �i U- � BUILDING B: 2 -STORY COMMERCIAL OFFICEn WOOD GUARDRAIL C PLUG OR STUB 11. NO PLANTINGS 0R ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. IF IRON FOUND TS TOP OF SLOPE �- 10.500 SF (GROSS)12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR IS IRON SETT TYP TYPICAL �� FLARED END SECTION Z ' 37 PARKING SPACES (42 REWIRED) NOTED ON Ti E PLANS. PATH 2 HANDICAPPED SPACES (2 REQUIRED) LA LANDSCAPE AREA UG UNDERGROUND HEADWALL 1 LOADING SPACE (1 REQUIRED) 13. � SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE M OTHER S TREE LINE 1 LOADING ER PAD LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK BUILDING C: 2 -STORY COMMERCIAL OFFICE OVER GARAGE 14. FOR UTTLJIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO FENCE SEWER MANHOLE E '-+ z NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. LF .LINEAR FEET YDS YARDS ►--� � W 42,500 SF (GROSS) oco E-4 _ _ -- _ _ _ _ -_ STONE WALL SEWER CLEANOUT W 49 PARKING SPACES IN GARAGE 15. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER. SEWER, GAS, ELECTRIC, TELEPHONE. CABLE. M. ARE IN PLACE PRIOR TO LT LEFT 128 SURFACE PARKING SPACES CONSTRUCTION PAVING. N OF SUBBASE / - - - - -RETAINING WALL ®v WATER VALVE & BOX O a w O � 177 TOTAL PARKING SPACES (170 REQUIRED) 16. PUNS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED HESE 2 HANDICAPPED SPACES (2 REWIRED) ALBEMARLE COUNTY SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STREAM / POND / WATER COURSE STANDARDS AND SPECIFICATIONS OF VDOT. UTILITY b FIRE HYDRANT W w 1 LOADING SPACE (1 REWIRED) -._..e.- DETENTION BASIN wM a � 1 DUMPW PAD 17. ALL WATERLINES AND SANITARY SEWERUNES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE ARV AIR RELEASE VALVE MH MANHOLE ® WATER METER O z SITE TOTALS: ,500 (GROSS) CE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO MW HEALTH DEPARTMENT STANDARDS - - x SILT FENCE W 0 BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE O WATER WELL Q E~4 2 ING 1� 18. PROPOSED UNDUtMOUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A UINMUM 5 FOOT SEPARATION FROM PUBLIC WATERMAINS AND SAMTARY SEWER. W W 6 HANDICAPPED SPACES CO CLEANOUT RIM RIM ELEVATION CONTOUR _ w 3 LOADING SPACES 19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDLNG ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC -© °cy GAS VALVE 3 DUMPSTER PADS CODE. CN CARIE TELEVISION SAN SANITARY ®_ INDEX CONTOUR o �- l SURFACE PARKING SHALL BE SHARED BY ALL BUILDINGS. GAS METER 0 20. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL �4 U) ►�-% � LAND SCHEDULE, F, PRE -DEVELOPMENT (Sr) % P - OPMENT (SE) % PLANS. DIP DUCTILE IRON PIPE SD STORM A PARKING COUNT w ► BUILDING(S) 0 OX 6511 0 31% 21. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 0 ELECTRIC MANHOLE t% 79,483 38X ELEC ELECTRIC STR DRAINAGE STRUCTURE ' , , „ CROSSWALK EM f�--+ E-+ PAVED 1,066 22. DUSTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, ® ELECTRIC METER Qi 208 45g 99X 64.921 31X TO MAS FINISHED GRADES. FH FIRE HYDRANT TSV TAPPING SLEEVE do VALVE iACCESSIBLE CURB RAMP TOTAL 209,524 100% 209,524 100% + LIGHT POLE E-+ GENERAL CONSTRUCTION NOTES (PART ONE) FM FORCE MAIN UP UTILITY POLE HANDICAP PARKING 6i Iii o 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE F&C FRAME AND COVER WL WATER LINE ® TELEPHONE MANHOLE Z, CONTRACTOR'S COORDINATION RESPONSIBILITIES (PART ONE) OBTAINED FROM THE VIRGINIA DEPARTMENT of TRANSPORTATION (VDOT). THS PLAN AS DRAWN! MAY NOT ACCURATELY REFLECT THE REQUIREMENTS v� VAN -ACCESSIBLE HANDICAP PARKING I- TRANSFORMER PAD U w ~ OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.FdtG FRAME AND GRATE WM WATER METERLu 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CGNNSTRUCTiON OF FINAL PLANS.2 ALL MATERIALS AMD CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ♦ UTILITY POLE O W 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID GT GREASE TRAP WV WATER VALVE CONCRETE PAVEMENT SIDEWALK a U) EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GAADLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH 3. EROSION AMID SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE OR REFERENCED IN THE RECORDED EASEMENT. INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. GV GATT: VALVE 6"V 6" VALVE RIPRAP ~ GUY POLE DDR PROJECT NO: 70456 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START 4 ALL SLOPES AND DMTLRBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. HDPE HIGH DENSITY POLYETHYLENE NEW ASPHALT INDEX TITLE: OF ANY CONSTRUCTION. D MATCHLINE 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE INV INVERT GRASS ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/1•ER OWN ACHIEVED. ( J � �? W. COMPACTED STONE PATH RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITMG UTILITIES AND UTILITY POUFS IN CONFLICT WITH PROPOSED 6. PAVED, RIP -RAP OR STABIUZATiON MAT LINED DITCH MAY BE REQUM WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS EC -2 BLANKET MATTING WORK HAS BEEN COMPLETED. C2 DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL �f; ��� t) EC -3 TYPE A GROUNDCOVER 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION AS SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNI ORM TRAFFIC CONTROL DEVICES. �� p 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED 8 tlMESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CUSS ITL NOTES: V ��'� EC -3 TYPE B SHEET NO: 2 OF 9 FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE. WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. WETLAND 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUC70 INDUSTRY (29 CFR PART Q - COMPLY WITH ALL WETLAND PERMIT REWIREMENTS, IF SPECIFIED. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DATE: 1-28 2008 8. CONTRACTOR SHALL 1926). - -- -------- 390 N 400 _j Cq CIJ to < -J j< Z 2 4-0 > - .0 G)a)a C It m cn tn ---------- - ------ 0 cm r- 0 0 C 0 — ----- ---- 400 ------ C > 410 a) 0 410 (,n ------ 10 f Cf ce 420 - ---- - ----- _N8740 CIO 20 2 *7 E Q77L� Ir - ------ ------ 42 62' 4' ------ 68 36" �R'C .5 6L 77.- . . . . . . . . . ... . . . . 0b -,.- ... .... LTH 0 - --- --- ----- -- *35 22"E "TIMOTHY RAY MILLER Lic. No. 30542 ympia Drve rr Q ONAL 45' Public Rlw, ...................... ... ....... ............... .. ......... 7,� _b P 160 b LU Uj G 36",. BUILDING --- --- ONAL R R) I UA CK 4 - TBR . . .1, ,SWM FACILITY z 60 EXISTING REGI COMMERCk.,EN TRANCE - AS PER PHASE 11 ROADD_ 4 'DRIVE -AND TOWN AND 10 PRIVAt EXI ING EXISTING DRAINAG DITCH (TBR) 0 RAINAGE DRAINAGE COUNTRY LANE 7 BLIC (TIO BE EASEMENT SANITARY EXISTINR ABANDONED) (TO ELOCATE D.B. 3064 PG. -.222. D EXISTING 460 20' SAN EXISTING 8" SANIT4RY ITARY SEWER\ (TO BE RELOCA D) (TO BE EXISTING 20' ATE TED) RELOCA CO -DRAINAGE SEMP-�--' 1 7 (TO BE ED) CO EXISTI G Cr3 ST WATER 0 rn Y, CHANNEL (TO NVEYANCE BE RELOCATED) x XISTING PU CD DRAINAG . .. ... ASEMENT z �(TO RELOCA:TED)-, CL4 vi EXISTING SEDIMENf -- --- ---- RAP -TO_ BE __REMOYED co 0 46 co I IN 10 RIV TE EA E ENT 4,�o Lij 14AG' EXISING SANIT Y- L L�TERA (TB .......... .. C.? EXISTING CRITICA x z 498 SLOPES------ .... .... ..... E > z E 0 TEMPORARY -ADJOINING----- PRADING EASEMENT FOR G AX RETA IN Lt SITEWORK . . .... .... C) 48 L cf) UTILIT z EASE E -I 0 C:) co E -I Lij E �op z F Z p 0 '0 w 0 0 DDR PROJECT NO: 70456 5 Of-), . ..... 0 510'--- INDEX TITLE: C 4 0 30 0 30 60 90 SHEET NO: 4 OF 9 LIILJE-m E m SCALE: 1 " = 30' DATE: 1-28-2008 _,.. ._ .._._ ._.ymp2a Drive _• • _ , - , pl$ 45 Public �ir•' .a. R/ " .,,./:.;p 1 ~ - - 25 MPH _ 2 - o ,� � zao• •-,.<.._ .... •• _ • - ., , _CQ_ NC.R• ETE -SID, PABKIN. � SIGHT •°sTAwc o 331.16 TO CL C,OOF ROLKIN ROAD ; N�� o ' jItD ING TB_ AC K Ato 30Bt o36y 00 36' 0 36' � FUTURE PARCEL Q�oQ / BUILDING A INTERCONNECTION `' 10~ BUILDING B —STORY ooNEW 2 OFFICE BUILDING ° —STORY \ \ NEW 2 00 SF)OFFICE BUILDING (+/ 10,5 •. 10,500 SF) Y. :CpN� _+ : S'F £' �' ..•. ; . 114' :.. 114' ; "4',' i _ • `� — — — LIP �'. 24''_ SIDEWAt .. • :r . �• .� T2_ X51` –1 f � 5`r –1 f T T –1 � -T'�2, 7�` –1 � T � • 75f � O - t2 „ 2 g ^� 00 9 17 30. des DUMPSTf k� t TYP 0O PAD WITH'..-: 14 spaces I I U I I U I I U I I L_ A ,. !� J I L� U T g I _ ENCLOSURE �°::;:... R ` , . ,Q 1 I , 8'*8 *8 , 8 *8 VAN VAN c� DUMPSTER „. REDI-ROC VAN VAN N PAD WITHRETAINING NCLO URE : , LL .. �/ I fl c h1 fl I 20 spaces WA • y110 0 /fescc co co ..... ,.. ..:. .. .. .. 3{fie:., n 5 � i T _ t 2 r `Y. _J C � REDI-ROCK "' �; RETAINING ' '�.. t;' +: TYP cD� WALL. �.` ' — - BUILDING C — 22 sp c s r, ; - NEW 2 -STORY OFFICE BUILDING a °� •�' ' OVER PARKING ^� .j • L_ 1 —i I I GRRAGE 49nSPk�CE�S n I I / \\ DUMPSTER "' 9 + – 42,$100 �SF S a eS ':. t D WITH .: 00 ,f \ R L 2155 1 IL I I J L _42.� J L I .t2, Z51 > SUE R I WA ,. 1,rA p r / \ \,i� e•.vy , ♦. . r . • • 11i• $ID '(•7.LK . •r • ',� • } ,\: r j .n D "k 11 saes:- WALL i - i i ' t t 5 COMPACTED STONE PATH 30 0 30 60 90 SCALE: 1 = 30' 20 to c6s c 0 N — •OQ� � U C Q 010 t' wp ;'mow Q�a��� va a,�c ttNLTH OF WALL i - i i ' t t 5 COMPACTED STONE PATH 30 0 30 60 90 SCALE: 1 = 30' DATE: 1-28-2008 E c 0 N — •OQ� � U C Q 010 t' wp ;'mow Q�a��� va a,�c ttNLTH OF `i TIMOTHY RAY MILLER n Lic. No. 30542 l 1p q- SS�0NAL ENG a E-� m 0 Y U w 2 U O w CQ � m W m 0 W Z x755 o d. M C/) c coU rZ 0 vl p. U U Cd a coo r S � w co w ,p Z -ml -.!:4� u z F� H 1� z Z O � a Z o � � w Q � w W F E � O c� E co � Fri Z J w w Ill - 0 _ CL cn DDR PROJECT NO: 70456 INDEX TITLE: C 5 SHEET NO: 5 OF 9 DATE: 1-28-2008 01) It --- --- - 00 420 to 430 th `TIMOTHY RAY MILLER - 450 Lic. No. 30542 45' Public RIW 77 ROOF,WATER LU ROOF WATER, RAINGARDEN 14 z SANITARY BUILDING A NEW 2—STORY LATERAL 10,500 SF) OFFICE BUlLDI FFE 457.60 11 0 7. Uj SE LU 6' ALL 8" SANITARY 0 ED SEWER 44 L_ _-- \ \ � "N.\ ~ ` �-------_ Bv'LD|`G " _ \_ \ c/i \ � `kvIll VV lum 0 BUILDING OVER PARKING,� REfAINING Its v-4 CD ARAGE FIFE 466. .1. FFE 479.80 01 C\i ` \ ` \` � / ~ ^~ 498- AP]OX. .4 ��. —RETAINING WALL CHANNEL C) \lzPr c, \ , ~ ., U �~�� �� ^�r»� 460 460 445 \_ \ c/i \ � `kvIll VV lum 0 BUILDING OVER PARKING,� REfAINING Its v-4 CD ARAGE FIFE 466. .1. FFE 479.80 01 C\i ` \ ` \` � / ~ ^~ 498- AP]OX. .4 ��. —RETAINING WALL CHANNEL C) \lzPr c, \ , ~ ., U �~�� �� ^�r»� 460 460 445 445 10+00 10+50 ` ~ / `- 15u~ ` ,! Lij LU~--'~ / -~~ ' / + ~. ~ ` ' '~ 4. UjUj' y '-- LU ' --'-- \ / _ -_ -- -~ ~-DDR PROJECT NO: 70456 �� �-�i� `- '^ - - - - - '------ - -- \ \ ``- - 5Q-x.�!�' ���__INDEX TITLE: /' '-- --- -- - \ \ C 6 WHITEHOUSE COMMERCIAL ENTRANCE PROFILE I=10 l' 1O� �nr� UU� Vert = = ----^ / --SHEET NO: 6 OF 9 - , y\ 30 O 30 60 90 - SCALE:1 ^ = 3O' U i ``-' ' UDATE: 1-28-2008 390 o > -ZSE -- ----- 400 _j CQ < > C M co i0 C 0 0 I---------- - -400 --- ------- .. ... .. - ----- 410 ---- - ----- 10 0 --- -------- 41 0 - -- ------ - 420 . ..... -10 --- ---- - -- ----- --- - ----- 420---- ------ -z: 20 ----- - - .2 ....... -------- ... . ....... C, ...... .... CU 4 30 30 W 0 tetv - --- ------- T H 440- - -_-- --- .. ...... I..... .... .. . .......... _450 OTIMOTHY RAY MILL --- _- ERI!� C_> Lic. No. 30542 4 Bon Olympia Drive 'VIVAL 0 + 0 -�+2 + 50' Public RIW I �G, + Qv SlGij + 0 .0 TZ5 . ... .. ---- . ....... _& - --- --- C13 W -1 4- CA - --------- F F V-1 0 ROCif P 14 z n BUILDING A + I 8- PLO BUILD� B + 0- PLUL +11 +Up NEW 2—STORY I G_ IG �N ( OR�Y OFFICE BUILDING it 54 4 -46- fIGT z 10,500 SF) OFFIC�i BUILDING +L5R UP; > U, ovu bI) _C5 I 6- PLOL WID - - ------- W WP +Qr WP f illl Y,�- 4j __1 F_ 7- _T 7 I77 +\ ?S- spa W z + I U U co +Up .4 C i- INR5 W EX15TING 5TREE L5 -7 TREE5i TYP.' I I- PLOL M1 INTERIOR PA NG 0 LOT T 5 0 Jn I I n n- I I '11 ic ........ .. s 15 a -e L—I I L _L _L _J ri + x A.? .4 z D 7� 10 'I "/ I I I . " + L spaces BUILDIN� C NEW 2� STORY +L5R BUILDING .4 OFFICE L 00 OVER PARKING,' I I VPD n I ,--I - ----- 49nsp�Cbs) r> Ilt+A— 42,W0 jSFj 4� ur 7 - I I- P "L� '_ -4 00 ----L- -J,L L _L,�-I __j L _L _L _J W I I I Z WID fIGT t U_ QP z spa es 0" 0\3 /E + tQP T z HI + r Z 37- C5 96 90 MFIGT 7 JC 28G (3 QF + z I0 E-1 co ,EQUIRED: M LAND5CAPING CANOPY P 75 I 0% of Total Site Area Total Site Area 209,524 51' (4.8 1 Acre5) W 209,524 51' I 0 = 20,952 5F Required z LAND5CAPING CANOPY PROVIDED: 0 W I0 LU Total Canopy Provided 47,582 SF 5- PY 5TREET TREE5: Olympia Drive and Rollan Road DDR PROJECT NO: 70456 Tree5 00, P - 15.8 4- JV ,e,juirecl: 79 1 LF/50LF (5racinoj) 50ri Provided: I 0 Proposed Trees + 3 ffxistin-� Trce5 1 3 INDEX TITLE: -510 (Due to conflict with utilities alon6j Rolkin Road) C 7 INTERIOR LAND5CAPING: IRequired: I Tree per I 0 Parkinej Spacer I C.21 I 0 = I G.2 Trees. SHEET NO: 7 OF 10 PA�& 49 Trer, -�n n 'Kn r, n an Area Recluired: 5% of Total Parkinci Area Note: I , All planting5 of tree5 and 51irul�)5 5hall be allowed to reach and be maintained at mature height. The topping of tree5 i5 prohibited; 5hruL,55hall be pruned minimallyand 0.05"79,483 5F = 3,974 5F I i ISCALE: 1 30' DATE: 1-28-2008 only to 5upport the overall health of the 5hrub. Area Provided: 18,81 G 5F PLANT L15T QUANTITY1 KEY BOTANICAL NAME I COMMON NAME ICALIFER1 HEIGHT 15PACINGLKEAARK51 CANOrY (5r) TOTAL CANOPY (5F) 5HADE TKEE5 G [31\1 13etula Nqra'Herjtaje' 'Heritage'River Birch 2.5 4G4 2754 1_5 R Liquidambar yraciflua'Rotun�lloba' Rotundiloba'Sweetium 2.5" 238 2,G I 5 QP Quercu5 phello5 Willow Oak 2.5 419 19,274 10 J P Z5 U lmu5 parvifolia 'Alice' Zelkova 5errata 'Green Va5e' I'Green 'Allec'Elm . 2.5 Va5e' Zelkova 2.5 I399 423 4,G53 3950 0KNAMENTAL TREES 8 I PY Prunu5 yeodens* IYo5hmo Flowering Cherry I I 99 792 13P,OADLEAf EVEPGUEN5 GO IG Ilex cilabra '5hamrock' '5hamrock' Inkberry Holly 24" 3'0.C. 23 1380 5 INKS ilex'Nelhe R. Steven5' 'Nellie R. 5teven5� Holly 0-7- 44 220 75 MP Myrica penn5ylvanica. Northern Dayberry 24" 4'O.C. 18 1350 G5 PLOL Prunu5 laurocerou5 'Otto Luyk n' 'Otto Luyken' Cherrylaurel 24" 4'O.C. 10 G50 I I I VPD iViburnum prague 'Decker' 'Decker' Viburnum 30' 5' O.C. N/A DECIDUOU5 5HRU135 23 C A Clethra ainifolia 'Mummincjbird' Tlumminqbird' 5ummer5weet Clethra 24" I G 3(;8 52 C5 _ Cornu5 5ericea'bailei' Bailey'5 Red -twig Dogwood 2411 72 3744 1 5G fIGT for5ythia x. intermeciia 'Gold Tide' 'Gold Tide' For5ythia 8"-24" 3'. O.C. I G 249(; 20 IV (tea virclinica Tienry5 Garnet' 'henry5 Garnett' 5weet5pire 24" G4 1280 5 VLM I Viburnum lantana 'Mohican' I'Mohtcan' Viburnum 4'-5_ 5' O.C. 1 13 5 G; CONIFEP,5 9 1 CJ ICryptomeriajaronica'Y hino'_ _�:: �Yo5hnd Cryptomeria I G'-7- 123 1 1 107 4 JV I Juntperu5 vir� iniana lEa5tern Red Cedar I G'- 7' 19 7 G GROUNDCOVEF, 28G JC I Juniperu5 chi nen5i5Txransa' I'Par5on'5 Juniper 2� 4' 0. C. N/A ITotal, Canopy (5r) j 47.307 96 90 MFIGT 7 JC 28G (3 QF + z I0 E-1 co ,EQUIRED: M LAND5CAPING CANOPY P 75 I 0% of Total Site Area Total Site Area 209,524 51' (4.8 1 Acre5) W 209,524 51' I 0 = 20,952 5F Required z LAND5CAPING CANOPY PROVIDED: 0 W I0 LU Total Canopy Provided 47,582 SF 5- PY 5TREET TREE5: Olympia Drive and Rollan Road DDR PROJECT NO: 70456 Tree5 00, P - 15.8 4- JV ,e,juirecl: 79 1 LF/50LF (5racinoj) 50ri Provided: I 0 Proposed Trees + 3 ffxistin-� Trce5 1 3 INDEX TITLE: -510 (Due to conflict with utilities alon6j Rolkin Road) C 7 INTERIOR LAND5CAPING: IRequired: I Tree per I 0 Parkinej Spacer I C.21 I 0 = I G.2 Trees. SHEET NO: 7 OF 10 PA�& 49 Trer, -�n n 'Kn r, n an Area Recluired: 5% of Total Parkinci Area Note: I , All planting5 of tree5 and 51irul�)5 5hall be allowed to reach and be maintained at mature height. 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'`� / U7�Z ITS O '�•' ,gyp ' • ! \ ••\ ", k:,L d'i 1. �, ~ u. • L 9 1.9�0. 2.3 .7.. 0.5 1 �2. b.o b.o 0.o O.o �.o �.o.o : �.o 4.1 '4.1 .3 �. ,2 ,� 4,$1 2 �3, 5 ..o {3. / �^; '- 1^, ;.'• ,�- / ��`� a443 6 .3 .p,4 ao b. 0 bO.o b. .0 �.1 �3 x.0 2 2.6 7 7.4 4. 4, o .o o�.o o b. b.o .o As r00 . b .� 2.6 6 3 _oXb oO.o b0 b.o O.o o o,bho .o 10 �o ..oO.o o . , ., / 1 X3.5 .6 6,1.. _. _-�2. ��.8 .9 1 �.9 �, `.b 1�.9 W (�,l �, b.o O.o �,o v.o o.o b.o o.o b.oi.o �.o X10 X10 � o b o o.o ��.. , , . _� . � � � .o O.o O.o � _ e. r ;s ,r n °7.4 f n n I/ r r $:Q X10' ,: b.o O.o b.0 O.o b.o 7$.an b.o o.o .� .o v.o .o b b, b.o .o b •`.w ` � 0 0 0 b bo � 0 € r- �.r .b/. o .ob.o - n , 6 2.5 b.o O.o b.o b10 b.o b.o O.o0b.0 6 .0Ob.o 2X o ,• O _ - r , i • , / F U.1 �'�. X3.2 4.5 4.8 �3:3 �C.4 X2.8 `�.7 .8': �. �: b . $6 b.o ho `b.o O.o b.o {.'b.o ' _ o.o O.o b10 b.0 0.0 v O.o.^ b.o b.o , w L r,. W / \ : 8 �, �.1 .� 53. 2 X31.1 5 / E-+ ko b: b.o 0.0 O.o O.o b.o b.0 I 0. 6.0 .0 � 0.0 O.o b.o b.o o.o �10 b o b.o � � { r' a , .o 0.0 0.0 b.0 b.o b. b.o O.v 0.K,-,,, 8 y , b.o b.o b/ o.o o.o b.o b:a b.o b.o 0 0 b.o b.o ` W Luminaire pow Symbol Qty Label Arrangement Lumens w $ ` a A b.0 0.0.0 0.0 'b.0 0.0 Z o CD co LU o 9 �1.8 i.0 2 .7 X1.8 `b,8 0. 1 0:! 4 �.1 X2.1 ��7 _.r' _�, 33A �1, ,4 �3 ao 0 r X3.2 6 �J ; �•9 .1.4 .7 0.9 I.6 � ' � r � .0 0 b.0 i s 6 i Ib `b O.o O.o b.o z ': '.:a i °1, 2 X2.6 X2.9 �; 018 �,4 7 1.3 1:7 �:6 X2,1, `�,6 X3.1 6 X2.0 X3,3 6,1 6,9 I -°7.6:...'A 8 1.2 :6..4 .5 9. - - 1 r 6,o no.0 to o.o O.v b.o v n n l l n� n l l n , � .., . o .' � 1k I � „ 4 I I I I .1 i3 �2 6 °7. .7 °7 �I , .0 b 0 b.0 .8 - 5 -� 1 9 1 .4 �'3 �1. �9 5 '00 0 00 0.0 0.0 b.0 0,1 L�JL_��J $ $® - Ea 93 CIO i L' I I I i 1-,1 / �' b.0 b 0 n0.0 b.0 z o 'b,0 0.0 0.0 rb.0 U:l �.2.. _ - 4" BUILDING C L -.4 7 �3 0 �• 6 '6. 7 a6 2 8 �4 3 �. 7 r>r _ - �'" 0.0 0.0 0.0 0.0 OA 0.0 0 `bA� NEW -STORY 0:0 0.0 .0 a - OFFICE BUILDING - - -i - f. 4 ::. OVER PARKING 6,2.2 X2.9. X2.1 �.9' X2.5 �3. 93.7 X3.5 X2;3 `.6 �.7 �3. _.14.8 °7. %. '3 r ;. , L 0 J . b.0 b.0 0.0 0.0 0.0 0.0 b.0 00 .. -� I I n G�RA�E X49 SPCC �\ I IC /� % b �)8 9 X26 H.. �+ 9 �i;d' 6:6 �3. 4 1 `5. .5 N 3 4: 3 �2 6 7 6, 1 / .-� �r fi ' �.0. �� ` i t b.o 0 b r0 O.f O.o 0.0 00 J `b.0 0.0 0.0 0.0 r L_L�J J JL_� �J ' a: L_ L 2 w co .� r �- <„ .. W P b,o b.1D 10 0 0.0 0.0 0.0; X0.0 �;� .. y .. • r : �� (a c. 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W / \ : 8 �, �.1 .� 53. 2 X31.1 5 / E-+ ko b: b.o 0.0 O.o O.o b.o b.0 I 0. 6.0 .0 � 0.0 O.o b.o b.o o.o �10 b o b.o � � { r' a , .o 0.0 0.0 b.0 b.o b. b.o O.v 0.K,-,,, 8 y , b.o b.o b/ o.o o.o b.o b:a b.o b.o 0 0 b.o b.o ` W Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description .- - - 4 A2 BACK -BACK 33400 0:700 (2)SMR403MA 10 A SINGLE 33400 0.700 SMR403MA 12 B SINGLE 33400 0,700 SMR404MA 1 BS SINGLE 1 33400 10.700 1 SMR404MA-SMRHSS 5 WP I SINGLE 1 19100 10.700 1 GXLW250MAL :\ H 1 O.o b.o 'b.o b10 b.o 'b.o b.o'V -0.o O.o 6.0 'b.o . ' o.o• . O.o b.o��:`b.o ; ;b,b � 'b.o Llj b.o b.0 b.o 6.0 b.o b.o 6.0 6.0 b.o ,,,,b.o b.o bb.o U l O 1 O.v b.0 b.0 b.0 'b.o b.0 `b,o * J _ ` e ALL POLE MOUNTED FIXTURES ARE SHOWN MOUNTED AT 20 FEET ABOVE FINISHED GRADE b.o b.o b.o I O.o b.o 1 b.16b.o b.6 bblo 0.0 0.0 0.0 0.0%,}/ b:o 0,0 - Ib, � �. w 6=4 o b0 b.0 0.0 0.0 bb � w ALL WALL MOUNTED FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE \�� O w ALL FIXTURES SHOWN MEET IESNA FULL CLUT❑FF CLASSIFICATION f ; _ % r n n .- `\, . �• / ��` `• }: a ALL POLES AND FIXTURES SHALL BE DARK BRONZE. b.o b.0 b.0 `b.0 b.o O.o 'b.o 6-0/, bb.o b.0 rb.o I b.o 6.0 / 0.0 ; �.o o.o o.o .o ., .0 �a • 'b.0 O.o �� �^ l20 DDR PROJECT NO: � 2 ' `.� a 70456 0.0 b.0 0.0 ,'`.0,' 0.0 0.0 b.0 bb10 0.0 b10 0.0 b.0 b.0 0.0 010 0. ,� 0.0 0.0 l'6.0 b 0 " . 0 .0 �' :�.0.� Co �`'{ " INDEX TITLE: Numeric Summary / Label CalcType Units Avg Max Min Avg/Min Max/Min '' � 'a 1, 10 0.0 `b.6 b.0 `bb.o b.0 0.0 6.0 0.0 010 `b.0 b.0 0.0 b.0 0.0 010 010 b.0 b.0 0.0 �. .0 .0 -~� N Paved Area FC ar Grade Itluminance Fc 3.93 14,3 0.7 5.61 20.43 /. / / FC Beyond Prop Line at Grade C 8 Illuminance Fc 0.00 0.7 0.0 N.A. N. A. / � ' ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0,2511 FOR REFERENCE USE ONLY 30 0 30 60 90 SHEET NO: $ OF 9 VALUES DO NOT INCLUDE CONTRIBUTION FROM ADJACENT STREET OR PROPERTY LIGHTING SCALE:1 " = 30' DATE: 1-28-2008 PRELIMINARY SITE DEVELOPMENT PLAN FOR VVHITEHOUSE COMMERCIAL h 44S valf EM RLE 0 NTY VIR INI 6'0a a1V�� z TAX MAP 78 PARCELS 9 AND I I CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION Cl -Cover Sheet C2 - Notes, Abbreviations, & Legend C3 - Parcel Map C4 - Existing Conditions & Demolition Plan C5 - Site Plan C6 - Grading and Utilities Plan C7 - Landscape Plan C8 - Lighting Plan C9 - Details PLTH oF`/ 10! TIMOTHY RAY MILLER Lic. No. 30542 *10 '_'ONAL ca 0 1� A .4 r rl 0 w Z Lu w U) 6i C30 Z Lu ,a J LL DDR PROJECT NO: 70456 INDEX TITLE: C t SHEET NO: 1 OF 9 DATE: 1-28-2008 z I� M E, H� wn O O W O W A � U) E-4 o w � � H W � U � z J ~ Lu w 0 a Lu 65 ix DDR PROJECT NO: 70456 INDEX TITLE: C t SHEET NO: 1 OF 9 DATE: 1-28-2008 CURVE TABLE Curve Radius Tangent Length Delta Chord Chord Bear. C1 1194.92' 69.59' 139.03' 6'39 59" 138.95' S 55°29'50" E C2 135.00' 24.80' 49.04' 20°48'53" 48.77' S 60°06'52" E C3 326.50' 33.37' 66.50' 11 *40'12' 66.39' S 13°38'31" W C4 47.50' 49.97' 77.02' 92°5414 68.86' N 54°15'32" E C5 282.57' 75.28' 147.14' 29°50 06 145.48' S 64°21'35" E C6 140.00' 24.89' 49.26' 20°09 34 49.00' S 53'42'03" E C7 140.00' 11.58' 23.10' 9°2719 23.08' S 38°53'37" E C8 100.00' 18.69' 36.95' 21 *10'22" 36.74' S 45°14'52" E C9 17.55' 16.69' 26.68' 87°05 46 24.19' S 35°44'28" E C10 327.57' 87.27' 170.57' 29'50'06" 168.65' S 64°21'35" E C11 470.50' 81.59' 161.58' 19°40'34" 160.78' S 59°16'49" E C12 770.50' 188.33'369.43' 27°28'16" 365.90' S 82°51'14" E C13 375.00' 21.33' 42.62' 6°30'43' 42.60' N 80°09'16" E C14 515.50' 62.29' 123.98' 13°46 47 123.68' S 62'13'43" E C15 815.50' 199.33' 391.00' 27°2816 387.27' S 82'51'14" E C16 35.00' 32.95' 52.87' 86'32 47 47.98' S 53°18'59" E C17 430.50' 97.87 192.47' 25'36 58 190.87' S 22°51'04" E C19 273.50' 56.87' 112.14' 23°29 32 111.36' S 19°3311 W . ' ' ° 45 36.58 4810 47 35.51 ' S 55'23' 21 " W / C20 43.50' 19 f C26 1188.92' 8.14' 16.29' 0°47 06 16.29' N 50'17'26" W C27 1188.92' 17.07' 34.15' 1 °38'44" 34.14' N 70°55'57" W TMP 78E-25 �� � � �� Lot 25 Fontana 2C C50 375.00 17.07 34.15 616 25 41.04 N 80:16 24„ E Zoned: R-15 l 74931 64.21 S 651221 E \ C51 470.50 32.18 64.26 1.50' 129.89' 257.70' 17°45'26" 256.67' S 81 °0140" E C53 1 351.17' 89.00' 174.33' 28°26 33 172.55 S 61-25'39" E C54 515.50' 37.48' 74.83' 8°19 01 74.76' N 64'57'36" W ' / ti / \ C55 515.50' 12.03' 24.05' 2'40 25 24.05 N 56'40'31" W C56 282.57' 33.87 67.42' 13°4014 67.26' N 56'16'39" W i S75'42'13' E z,�.N/ C57 282.57' 29.97' 59.72' 12'0 630 59.60' N 73°13'23" W - C58 273.50' 47.32' 93.71' 19°37 54 93.25' S 21°29'01" W o N�53449 E 17.54 ; ' 35.24 14°57 20 35.14' S 57°11'03" E N - � `D 53.09' " a i 1 C59 135.00 17.72 o 0 0 4 _._..._.._._ �" !� ) o TMP 78E -E C60 327.57' 43.66' 86.81' 15°11 04 86.56' S 57°02'04" E 00 W w ``;% Open Space C61 60.00' 14.14' 27.77' 26°31 01 27.52' S 44°34'29" E - �, a Fontana 2C C62 470.50' 14.73' 29.45' 3°35'11 29.45' N 51 °14'08" W Ln C63 326.50' 20.17' 40.28' 7°04'07" 40.25' S 15'56'34" W 00 N 0n 00 N �� co LO 00 w o O h C64 45.33' 41.45' 67.16' 84'5318 61.18' S 75'41'53" W � rq Ln N "' "�' Ln �, a`� * .1,D C65 115.00' 23.36 46.09' 22'57 43 45.78' S 44°21'11" W w 2Lq N ���,�`''� �� C66 140.00' 11.29' 22.52' 9°13 05 22.50' S 39'00'45" E _ � � � 0 Z N W Z C67 85.00' 15.80' 31.24' 21 *03'30" 31.07' N 43°27'03" E �, w o N -0 ;� C68 45.00' 34.03' 58.28' 74°12 07 54.29' N 10'30'27" W TMP 78-581 0 !0 N o `r' G�^� rea "X" C69 470.50' 31.06' 62.03' 7°33 13 61.98' S 53'13'08" E Avemore, LLC "' 0o DB 2081-248 w ? ; `n A Portion of o �„ S83°24 38 Parrel 11 C70 470.50' 34.10 68.08' 8°17 27 68.02 S 64°58'23" E Note: PropertyLine follows Centerline of iCreek. Metes and Zoned: R-15 0- Ln N 68.56' ;' 0.20 Acres Bounds from A through Bare as shoawn on Plat in Use: Residential N Z >, ! TMP 78F -A C71 515.50' 46.45' 92.64' 10°17 48 92.52' N 63'58'12" W DB 2081-248. Creek location was fiield verified. Gtee`� S87'40 24 W N 06'35'22"W North Pantops Townhouses LLC z 60.54' 45.00' DB 3520-661 00 / DQ Zoned : R-6 LQ N w '61e ��1,�2 Use: Open Space Y ( oMo -co � w �j Z�f/� �0 ao 06 �O _.- TMP 78 -Par 8B , , _ --'J- C,4- I ,n h� 6lzc Wilton Farm LP. _... _.. - Residue o b `" `° °n C f Zoned: R-15 00 w TMP 78-9 � Use: Residential w �' �, L ° z `�' `� ��/ Albemarle Hotel LLC ^ o - - �� N DB 2533-201 w �- ``' "' 7t v' 4.....i.- - DB 1965-32 o w 0) ci o 'M � � r7 N o �. N cC0 d� N DB 1911-359 o N ;nom zo°' j o �o N Residue Of � i .. ...-.-t i ? t S82'05 25 E w o CD vn 5 Zoned: HC -EC - �, ro � 1 g TMP 78-11 36.10 S65 -27'54"E Curent Use: Vacant .P v, 0 00 o F �, Hurt Investment Co. S43'16'24"E 51.79' o / _ �n cn S67'00 21 E _ V) DB 1964-184 36.61' 39.00' "' / Zoned- DB 1965-37 C EC E Use: Vacant � - �S30'20'35"E S46'36'46"E � 9.59'49 �� 1.06' 113.60 S6 481 G�`1- Area Summary: _ . ;-s-_>�_..:... :._..:..� TMP 78-11 ... t i S61'31'1 2 E C� / 4.74 Acs .0 ..,._.i.. i ? ? , Less Area X ..... 0.20 Acs Cr! 11.98' • S� ^ Less R/W ...6........ 0.18 Acs t / 1 ve ���^ Plus Area "Y". ...2.06 Acs A S Area Summary: D �Ptia W/,�� Residue ................6.40 Acs ITMP 78-09 ....... 16.07 Acs Less Lot C ........ 1.27 Acs Less Lot D .......... 2.40 Acs � 'f06 w 1' i � •„� 1$8.28 '; i................�._..�......,..-..y BSL g 0� 290 5 ' S41*12'13"W 11I W Approx. Limits Less Area "Y"....... 2.06 Acs PSL N6 •01�6�� 1 / - 1994 N62.30 t Of 100 Year Less R/W ............ 1.73 Acs _ 6g� Flood Plain o� / Plus Area "X" N49'26'32"W 184.47 C11� 5 Area 69,08 , - -- TM - 0.20 Acs - �, Residue .............. 8.81 Acs C10 C14 A Portion of N5�55 N07'48'25"E C5 S49'26 32' E S43'09'00•,E Parcel 9 �'� 81.31' 103.41' ,,, 2.06 Acres S40'45'58"W / 6.65' �� PSL N34'39 41 E N 36.34 N82'11'35"W °' g "F, BSL 12.00' „ _476.14' J ~'Cr1 53.00 �� 5a g1�'��1 S51'40'20"E S34'39'41"W N58'08 55 W0 01, IF! 152.08 C9 S1 NIL A Porton of 54.60 34.78' as �5' IF 24 j Parcel 9 v j 104,424 SF 2.40 Acres TMP 78-57B N63'46 50, W C6 7 N55'50'03"E U Z3 Free Brid54-9 ge Auto Sales o � o V DB 1965-32 '8 � �� 'r�� 's, 113'99 N34'09'57"W 5.41' Zoned. HC -EC Fo - 14 42t' N34'09 57"W Use: Automobile Dealership, A N l M Lo C 4.53' I l i S82'11'35"E A Portion of N34'09'57"W 53.00' n 00 p, 6 �r arcel 9 4912' "W �' 55,421 SF IF 1.27 Acres C26 lw 35.42 yP 718-9A Sandav,), LLC DB 25333-201 Zoned: IHC -EC Use: Autoomobile Dealership co00 V- z _-.. - .. ..... ....... - ...---=....... TMP 78-10 Carmax Auto Stores LLC. DB 3369-663 Zoned: HC Use: Automobile Dealership TMP 78-12A Montessori Community School f DB 2482-339 i Zoned; HC -EC , ,t TMP 78-11B American Legion Post 74 Lodge DB 983-547 Zoned: HC -EC 50 • 50 100 159 SCALE: 1 50' UL _I � C'J Q0 �I Town Country �? S70'31'23"E ;C o 13.43 E and LaneIF IS r- I O 53' Public R/W -14-W i TMP 78-9B CD I `V TMP 78-7 Warren A Bushey LO; v Guadalajara V) I Corporation IV BSL DB 659-165 ' co, ? � DB 3339-701 PSL Zoned: HC -EC Use: Automobile Dealership !� NI THO t, Zoned: HC -EC `., - - C1 S RAY MILLER:o. E S40'24' 30542 z Ivo 31.31 v IF IS C21 U.S. Route 250 Richmond Road Variable Width R/W C26 lw 35.42 yP 718-9A Sandav,), LLC DB 25333-201 Zoned: IHC -EC Use: Autoomobile Dealership co00 V- z _-.. - .. ..... ....... - ...---=....... TMP 78-10 Carmax Auto Stores LLC. DB 3369-663 Zoned: HC Use: Automobile Dealership TMP 78-12A Montessori Community School f DB 2482-339 i Zoned; HC -EC , ,t TMP 78-11B American Legion Post 74 Lodge DB 983-547 Zoned: HC -EC 50 • 50 100 159 SCALE: 1 50' UL _I � C'J J '9>°0-0 E iZ O rs 0 -U O C >� O� �0 l mo w �`` ���, � <=,, o ata va �c arc THO RAY MILLER:o. E 30542 AL EN M 0 Y w U M � � aa W m 0 M 0 UJ z z cn Cn 0 A c u.i Q ca 0O � 5 v� a m -14 .-� I W co Z, LU 10 LL. .; W O � w � O W W v co A 6i J W-- U ~ Z F74 F- W W w W aa.. czn DDR PROJECT NO: 70456 INDEX TITLE: C3 SHEET NO: 3 OF 9 DATE: 1-28-2008 - .... - . - -- - ---- ---- ------ --- --- I _ . ,.., 1. I I I I ,� . - - __ - .... ..... .--.- � ,_ ,-.--,., _11 ----- ------ _- _ / ,,_._ , _1 .1 .... .. 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No. 30542 -0 0 p 4�7 ,.�, ,0�, UA _ _, C 'w1VAL E I V A I I :;-: In 0 w �e 0 w = 0 Ca 0 0 0-4 U] �;: w :�: m = z 3.1 I Q 5-: m 0 w ;z a Cn w 0 V a I ;9 CW3 I CF3 . 0 - 0 10 C12 4 ,]j _j < C/2 z L) U) 0 0-1 co C6 P-4 1 V-4 V-4 I Go Ll*- 1_1*1 V-4 V-4 1 Lij Go � 51 -1 4) LL, In z=�:Q FgT I �; , LL I �� ;::� z 1 Z 0-4 0 :10-4 = 5� C1.4 E-1 � - z 1_4 C:4 w �: 2� �- 4 U �� z �Z) &--4 ::I Q4 0_4 o C) w Q U �� �� 1_4 W �� F4 N = 0 >_ U P4 5 C�3 = W U) P4 �4 CO z �::) E i � 0 0-4 C) p --- 4 U) E-" P-1 = E4, = W E-4 >-, ,-.., = zc:) ,.-" = 04 E-4 -<4 C6 U �= z . 0-1 = cl� . . LU _j �_ �_� �� -.::4 z - - �_� w E-4 �_ F- �--� z �-4 1� _j P CO �_ 1--" L) w �4 �- X 113 0 f24 >- w P4 w 0� a- Q..4 04 � 1 Cn - DDR PROJECT NO: 70456 INDEX TITLE: C4 SHEET NO: 4 OF 9 DATE: 1-28-2008 1 1 FUTURE PARCEL INTERCONNECTION M All LS E ti N N Q 4a C , e.,f�di./ � l` r v ,w7 '7 /^'7 • / f f CL 0 ypm ti a D rtiv e a M All �•; (;pN� . S h 114' , ' 114' ,. .: or :o48's ..• �•'"'"• ..J. �•CEif�lG"F�T�• �lBEWAL'it' !•' '�.. .''. :•• ���� .. 4 24 4 7 T275� �TT7 � -72-75'��T7-1 ' Is 14 -Sp es I U I I U I I U I I RETAINING WALL / VAN VA LS E k.. N N Q 4a C , e.,f�di./ � l` r v ,w7 '7 /^'7 • / f f CL 0 ypm ti a D rtiv e „ ;'�'"#r., .:, r. r, :.,,r..:» .0 , i` Public RW ..... U — 280sicHr W to %'' y y ...... �,....45 �rA= / .......... • TIMOTHY RAY MILLER;: _ �lN�6 G'9NCRo� SID�yY4 Lic. No. 30542 SOA ........ ... .... --�� K ...........:.... r. - 331,16' TO CL OF ROLKIN ROAD A NGREiE SIDE`�ALK 6 0 o Q ti Q fl ... {3 �. ZZ — . 36 . •t.• .. • . •. M o0 36' G SETBACK "� 0 Y •� r BUILD U W S U 36' y �• 00 BUILDING A ''. NEW 2—STORY •• OFFICE BUILDING °o �. } � A 11,500 SF) z +• O 6t ' �•; (;pN� . S h 114' , ' 114' ,. .: or :o48's ..• �•'"'"• ..J. �•CEif�lG"F�T�• �lBEWAL'it' !•' '�.. .''. :•• ���� .. 4 24 4 7 T275� �TT7 � -72-75'��T7-1 ' Is 14 -Sp es I U I I U I I U I I RETAINING WALL / VAN VA LS E k.. N N Q 4a C S n CL 0 ypm ti a D rtiv e „ ;'�'"#r., .:, r. r, :.,,r..:» .0 , i` Public RW ..... W to %'' y y ...... �,....45 25 MPH / TIMOTHY RAY MILLER;: Lic. No. 30542 SOA NAL ENG 331,16' TO CL OF ROLKIN ROAD -- NGREiE SIDE`�ALK 6 0 o Q ZZ — . EXIST1nNG .:....o' .... M 9 G SETBACK "� 0 Y •� r BUILD U W S U 36 00 .:..�. W �. } � A z +• O 6t ' 36 m Q 0 LU Z x N 0 A _ 00 BUILDING B00 O NEW 2—STORY Cp s :. " OFFICE BUILDING..\ di � O O 11,500 SF) C/] b v� a, A �•; (;pN� . S h 114' , ' 114' ,. .: or :o48's ..• �•'"'"• ..J. �•CEif�lG"F�T�• �lBEWAL'it' !•' '�.. .''. :•• ���� .. 4 24 4 7 T275� �TT7 � -72-75'��T7-1 ' Is 14 -Sp es I U I I U I I U I I RETAINING WALL / VAN VA RETAINING WALL Rrru e \\-6' HT. BOARDAq�yy`f/ / ON BOARD FENCE ../ ' / / Off Jf,fr iJ n r• : / f'y •y'/n. / j /i. , , J 41. / ' , , ' , i •fir�V J 30 0 30 60 90 SCALE:1 = 30' LS E k.. N N Q 4a C S n CL 0 C O s O —U .0 , i` W to %'' y y ya a,�c / TIMOTHY RAY MILLER;: Lic. No. 30542 SOA NAL ENG A j { M 0 Y •� r RETAINING WALL Rrru e \\-6' HT. BOARDAq�yy`f/ / ON BOARD FENCE ../ ' / / Off Jf,fr iJ n r• : / f'y •y'/n. / j /i. , , J 41. / ' , , ' , i •fir�V J 30 0 30 60 90 SCALE:1 = 30' LS E J N N Q 4a C S n CL 0 C O s O —U .0 , O� W to %'' y y ya a,�c �►�, N L T H ox. TIMOTHY RAY MILLER;: Lic. No. 30542 SOA NAL ENG A M 0 Y U W S U W } � A z � 0 m 0 LU Z x N 0 A O Cp di � O O U N C/] b v� a, A I co 1101 CIS z � w � J Ll O rl z 1�1 z OOT � V Z v ` ^ E-Iu E V f zH� W J ~� J Z ~ W W DDR PROJECT NO: 70456 INDEX TITLE: C5 SHEET NO: 5 OF 9 DATE: 1-28-2008 Provideci: 50 Treer, —w. f Vr LV Note: 30 0 30 60 90 Area Recluired: 5% of Total Parkin Area m m m 0.05 79,483 51F = 3,974 51F SCALE: 1 30' Area Provided: = 20,41 2 5f I DATE: 1-28-2008 PLANT L15T OTAI " k: Y 5 0 FA N A L -N A C OM %I ON N.AMJ.: 1'. H.LiG.H I 5PA CING IRW.AKkS I CANOPY (51: 1 C'-ANOPY N 7 2 3 C15 ....... ......•..........•:....: ... ... ..... 4 .: 1) — — — — -------- OR r:Y ........ .... aji' > 4 14 44 ce 4. rr, G..) --------- - 4 Z; ............ ...... ...... .. ................. ................. .... ............ .......... ... ........ .................... ........................... ............. .............. ----------- ............... ---------------- — ---------- ...................... ................. ................... --- - --------------------- ------- -- — ------ ...... ........ . ........ — --- — -------------------- ............ ------------------ y ........ .... ................................ ......................... ....................... — ......................................... ........................................ ............................................................................ . ........................ .................... ... ......Of.) y ..................( :5 f...................... ........ Provideci: 50 Treer, —w. f Vr LV Note: 30 0 30 60 90 Area Recluired: 5% of Total Parkin Area m m m 0.05 79,483 51F = 3,974 51F SCALE: 1 30' Area Provided: = 20,41 2 5f I DATE: 1-28-2008 SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE EMB SPRII C NO. 68 FRAME & COVER (SEE FIG. S—I—D,E) w z SLOPED AREA I J1 2' MIN I I SALT -- TREATED FINISHED GROUND 2 x 4 \ �� AAARKFR 12" o- zai _1 1 SEWER SI `D N 0 T TO SCALE 0 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" m i n —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NNALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE / TYPICAL I C9j NOT TO SCALE 5' FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND Ld J I— D O C. 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN .-- 2" NOTE: BRANCH f ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED 2 ACMANHOLE EHO E PLAN SHOWING BRNH C 9 NOT TO SCALE STREET SURFACE OR NON—PAVED AREA 1'-0" MAX 2'-0" WEDG—LOK TYPE RUBBER COATED STEEL' STEPS OR APPROVED " EQUAL CAST IN PLACE 4 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12 MIN "0" RING SEALS d 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M. H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CH/ANNEL TO BE 3/44 DIAMETER OF CONTRIBUTING T — SEWVER. 12" A F=ILLETED INVERT FOR A SMOOTH < a d TRAkNSITION OF FLOW BETWEEN INLEET & OUTLET PIPE SHALL BE PRCOVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 22. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 3 HBRNTECIN SHOWING BRANCH N C 9 NOT TO SCALE 'rEast (N 1" 3/ mm) DIA HOLES ON32 3 4" (834mm) DIA BOLT CIRCLE. 2" ((51mm) LETTERS (RECCESSED FLUSH) Jordan Iron [25mm] 00104316(2) CLOSED PICKHOLES undry Corp.10 ring& DP cover 1 1/2"proved equal [38mm] O O S W �(2) CORED PICKBARS 1 1/8"' (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [38mm] [699mm] 26 1/4" DIA 7 �- [178mm] [667mm] 1 1/2" 26" DIA [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" 24" DIA _I NEOPRENE GASKET [79mm] [606mm] �l 28 7/16" DIA I 5/8" r� [722mm] '1 [16mm] 23" DIA [584 m] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 9 TYPICAL MANHOLE FRAME & COVER ............................................................................................... C 9 NOT TO SCALE 2x6 CAP RAIL NOTE: PRESS3URE TREATED WOOD, PAINTED GREEN IN 2x4 TOP AND COLOR BOTTOM RAIL 6' SLOPED TO DRAIN '' % : '� jf✓ o 14" 0 CONCRETE —� j.... - ��v�`%TYj�`/� J J L Cn'j N N 1� Q 3o+"+ moo C N N �="mm •.'f... , ,% . r ii...'`` 0 co Cl FOOTING %\ GALVANIZED N0 C 0 n s —U ,> 6 Compacted Stone Surface ../�. ,POST ANCHOR :. �°'.. �• ��\/\ 6" DRAIN LAYER O PICKETS Compacted Subgrade ON62" SPACING 44 POST 4. As........... p` G*�w� COMPACTED FILL a� MATERIAL FINISH GRADE ('_V Compacted Stone Path C9 ----------------------- - ------ ------- NOT TO SCALE 10 Board. on Board Fence �PV NOT Ta SCALE 1.75" (+1- 0.5" T; 2" of SM -9.5A / 6" VDOT 21A Typical Paving Section 4 Parkin Areas----------- �, 9 NOT TO SCALE Typical Paving Section Concrete Sidewalk 4" — 3000 PSI 4" VDOT 21 A Typical Paving Section r_6� Concrete Sidewalk C9 NOT TO SCALE Retaining Block DETAIL A Standard Retaining 11 TvDical Retain C9) NOT TO SCALE DETAIL B Planter Block Setback Red! -Rock International Block Setback s w NREV C Block Setback MEET 1 OF 1 p,LTH pF/ 10 �Pc TIMOTHY RAY MILLER Lic. No. 30542 Fss NG\�� _/ONAL E_ A 0 O Cn 0 O 0-4 A m 0 w z 0 m w M E' W I U CO I Cd cc W � OU_ J Z Q'i W w O O �w O M W W O O� � Q H Ill 1--" Z J U F- F_ t_ O w Cn DDR PROJECT NO: 70456 INDEX TITLE: C 9 SHEET NO: 9 OF 9 DATE: 1-28-2008 o J J L Cn'j N N 1� Q 3o+"+ moo C N N �="mm 0 co Cl N0 C 0 n s —U O �C > O a`a6 4. As........... p` G*�w� va a� p,LTH pF/ 10 �Pc TIMOTHY RAY MILLER Lic. No. 30542 Fss NG\�� _/ONAL E_ A 0 O Cn 0 O 0-4 A m 0 w z 0 m w M E' W I U CO I Cd cc W � OU_ J Z Q'i W w O O �w O M W W O O� � Q H Ill 1--" Z J U F- F_ t_ O w Cn DDR PROJECT NO: 70456 INDEX TITLE: C 9 SHEET NO: 9 OF 9 DATE: 1-28-2008 °rFaY:� �o ry CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION C n E PRELIMINARY SITE DEVELOPMENT PLAN FOR _ C 1M WHITEHOUSE COMMERCIALtt °°11Y��YYp 0 N v h h ALBEMARLE COUNTY, VIRGINIA NCH OF-� 0 0 �! TAX MAP 78 PARCELS 9 AND 11 �TMOTHY RAY MILLE Lic 130542 v C1 - Cover Sheet 1�C2 - Notes, Abbreviations, & Legend C3 - Parcel Map C4 - Existing Conditions & Demolition Plan U w F C5 - Site Plan - TE C6 - Grading and Utilities Plan A C7 -Landscape Plan 6 C8 - Lighting Plan 72 C9 - Details 5 b I wm � a � E- CD O U ' 111 ��'•' � Z n w W DDR PROJECT NO 70456 _ INDEX TITLE C1 SHEET No 1 OF 9 DATE 1-28-2006 1 I U Eo-� SITE DATA &GENERAL NOTES J Cams � � ,,•,nn0 SI I D.AI'A CONTRACTOR'S COORDINATION RESPONSIBILITIES (PART TWO) GENERAL CONSTRUCTION NOTES (PART TWO) GENERAL CONSTRUCTION NOTES (PART TWO) CONT'D m a j OMEN I O ITED 9. CONiPAC7OV SMALL BE RESP01159E FOR ALL RFLOCAIHOMRS (UNLESS ORERNLR ORDERED ON iVM) INCLUDING. BUT NOT LIMITED NS) I SPNW{ F 1. NON WOW M LOCAL RIGIIISff-WY SHALL CONFORM ro LOCAL MUNIOPN STANDARDS WORK MON STATE RIGHTS-OF-WAY SHALL 5. CLT AND PATCH WOW N EXISTING PUBLIC SWAM MUST BE PERFORMED N ACCORDANCE WTH VDOT AND NBEMARLE E: C 0 � n u S RETED TO. I11 UIUTE$ SOMI ORS TRAFFIC SONS d POLES, EIC AL SwF BE N ACCORDANCE CONFIRM ro THE LATEST EDITION OF DE VWtOEA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND COUNTY STANDARDS AND SPECIFICATIONS. D HURT INW511FNT IOYPNY AUTHORITIES RIMMFNS AND PROJECT QUr➢RK SPECIFICATIONS AND SHALL IE APPROVED BY 9101. ALL NRau N P.G. BOX M47 � ORGNDRMBEGM BASE W. 216E SET ECT UNDER DERRAD PARING NETS, ROADS Ig FILL AD BAGOLL MATERIALL.SITE SUSS 7. ALL DUSING CURB AND OITEA ALONG THE FRONTAGE OF THIS SITE N POOR CONDITION OR DAMAGED OIRNC .E IPfi i` QW9DTIESVt1E VA 22906 SR /90 PAVID 91ffACE$ ANY ODER PAVED C USE OIYW FILL WIERIAL FOR ®FAIiAL 4U GROOVING RACE MATERIAL N D' IES CO AI LIFTS. CONSTRU I N SHALL BE R ROVED AND REPLACED M THE STANDARDS AND SPECIFICATIONS OF ALBWARLE COUNTY. 10. CONTRACTOR SHALL CONTROL STOMNAIEA RUNOFF OIPNG CONSIPUCTKIN ro PREVENT ADVERSE IMPACTS ro OFF SITE AREAS CONCRETE fYA4CRE7E D Q DIM OPER AND SNAIL BE RSPONBE TO RPM RESULTING DMI F ANY. AT NO COST M OMIEK 1 COMPACT LAYERS FILL TO 95 PERCENT BY MODIFIED PROCTOR OCiOR METHOD PER ATM D 155] BENEATH AIDE MRN IS FEET OF BUILDINGS & N THE EVENT THAT SUSPECTED CONTAMINATED SON, GRWNDWATFR, AHI OVER MEDIA ARE ENCOUNTERED DURING AND BY STANDARD PROCTOR WMCD PER ASM D Will BENEATH AND WN REDETENTION POD UBANOENTS. PAVOENTS AND WALKS. AROROAD IXCAVAINN AND CONSTRUCTIONACTIVITIES BAND ON VISUAL, OLFACTORY, OR OTHER EVIUDECE, IRIE CONTRACTOR SHALL Q VIRGINIA LAND COMPANY 11. THIS PROJECT DISTURBS MOVE THAN ONE ARE OF LORD AM FINIS MON THE VIRGINIA STORMIER MANAGEMENT PROGRAM SHOIDUS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTION. IN OMER UNPAVED AREAS, COMPACT 90 PERCENTFUR_ �/QMONT WEECT AND STOP THEI TY SIWJDM OF THE TAKEN. SHALL 195 Fi m DOVE QVALOTIESNIE VA 7790! (VWL GENERAL CONSTRUCTION PERIT (GOP) PROGRAM AS ADMINISTEREDVIRGINIARR BY THE VIRGINIA OEPARTMENT OF COVATION AND A THE J9MCRON OF THE EPA TO PRIOR THE STAOF CONSMUCUON, TIE CONTRACTOR SHAM FE RECREATION (M) UNCIM E F SOL 6 N Ol i'TAIDIID PROCTOR IEnDD PER ASM D 699. Tiff DUSTY 7 MORE THAN THE en SPECIFIED.TEEN COMPACT TO A DUSTY NOT LEMTHE DUSTY OF RIE ADJACENT S� LESS DIN ATELY SO THATOF NOTIFY 1�FE OWNER MMD TFEMATERIAL APPROPRIATEAVOID TESIING AND SUBSEQUENT A TION CAN BE GENERAL, NOTES • W • 431-979-9182 A GOP ID110E OF ORIENT WITH THE OCR AND PREPARE A STUNWAIEA PREVENTION PLAN IN ACCORDANCE WTH THE VSP REGULATIONS. FILL 6 TO BE PLACED SNAIL BE CLEARED. OtIR®. AND SMPPED OF TOPSOIL SOL WhRINS STALL BE FREE OF C < A AREAS ON WHICH DEBRIS ROOM WOOD, SAW MATFRN, VEGETATION. RFRSE- SLAT UNSOUND PARTIOLM AND FROZEN DUEMWS OR OBJECTION& 1. AOCFSS I E ROUTES PARKING SPA= RAMPS SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED M CONFORMANCE NTH THE FEDERAL DIOD BOOR 2080 d PAIS NUHR 23I 12 COIFiRAC10R SHALL COODWTIE MTM ITL UTUTY COMPNIS FOR INSTAUTON REAUIRE]EN15 AND 9'ECIFlCATOQ MAIM&& 11E MAXIMUM PART%SE DIAMETER SIAL BE OIE-HALF THE LFT THIXINSS COMMON FILL MATERIAL SHALL BE UMOAS3EED SOL MERICAA6 MATH OSABENES ACT AND WITH STATE AND LOCAL LAE AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). �e Q _LEEALussxv�•n MATERIAL MATH 11E OWIACTERSINS REYUIED m COMPACT m THE SOL DENSITY SPECIFIED FOR RE NTE IM LOCATION. BACK LL AD A° MEO TO MAP 78, PARCEL NO, 9 AND TN MAP 78. PAROL NO. II (4.81 AC - See SIYH 1 P -I YIN.) IS CONMACipi SHALL BE RESPONSIBLE FOR STE SECURITY AM .ROB SAFETY. WNSIRUCTON ACINITIS SHALL BE IN ACCM44CE FILL MATE M ASM D 2487. CLASSIFICATION OX OP, IEA K SD GR, SEA SC WITH A MAl°UN ASM 0 4111 LDIII7 LWT OF 35, MAONAI 2 ALL STATUS WM TIRE OR MINAE RLaxs ARE m HAW NAIDRAS a BOM STIES MM 09W STANDARDS AND LOCAL REQUIREMENTS. ASR D 4111 PLASIK]TY ROD OF 12 AND MAXIMUM OF x PRGED 9Y OUGHT PASSING ASM D 1140 ND 200 SIEVE SELECT MATERIAL ASM D 2497, CLASSIFICATION GW, W. SW. SP WITH A MAXIMUM OF ID PERCENT BY WEIGHT PASSING ASTM D 1M NO ZDD SE1E 1 SIDEWALKS ADJACENT m PARKING SHALL HAVE A IDIOM WIDTH OF 6 FEET. MAGMANNAI4. CONT DISROBE 6 OFJIOITf1ON DEBRIS IN ACCORDANCE APPLICABLE FIDEAII, STATE AHI LOCA REQULA1NI15, 4. m 11D fE57 OF 0.R BEEF AND KNOWLEDGE. TEETHE ARE NO CION GRAVE SUES OR THE SUBJECT TO PROPERTY AND SORING SMALL M DOE IN SLAW A YAINIER m PEONlIOE THE PONOIRD WATER ON THE SITE, ORDINANCESORDINANCESS AND STATU16 5ALL FINISHED GRADING, T TO OCTOBER 4. 2110] 91BEPA9ON AND BOUNDARY N,BSIYFM MT PREPARED BY OOIMWON PMIICULARY ADJACENT m Rff BLEDEIGS OR STORM INLETS i RAN0165 OPLL BE PROVIDED WIN MANOR ADJUSTMENTS N THE FETD TO F1ANAIE CONFLICTS MATH OIIEIR STRUCTURAL FEATURES. SOIREE OF BOUDI/TY 9AIVEY: THE DflE11PYFNT RESIRCES LLC ANDAlGI15T722CO7BOIAIDARYAOIISIID(fNDRGIIT-0F-WAY OIDCATION PUT PREPARED BY 11 EASTNG UILITES SIAL BE TERMINATED, UNLESS NIERNSE NOTED. IN OINFORIIANU WTM LOCA. STATE AND FON IMDDIWION ���� OEVFLOPIENT RESQUROS LLC IN ARROYO PiODESi UTILTY M COMPANY UHIn RONDARDS NES TMNS AD DETALS. TE CONTRACTOR SHALL CODDNATE UTIITY SERVICE OS NECS ABBREVIATIONS LEGENDGIdNERAL , ORIONN FLOWN TOPOGRAPHY PROVIDED BY LOUSA NRA SINMES. YWF,GA,MNS m BAS WATER &SEWER CONDITIONS LERY e AS TER PAMIOS SITE PUH, ROUGH ROAD PLANS, DEYMPA DAM RAE, AND CAMA% AS-BULT PMs EXIST PROP DESCRIPTION EXIST' PROP DESCRIPTION E IOPK STORE BE 9AECT ro NREECIION Br ALBEOIARE COUMTY SANTE AIIRNIPfn N9ECl0RS M DOIIRACRR OPLL BE GENERAL THS PROPERTY IS LOCATED IN ZOE % AS SHOWN ON FEDERAL DERGDNCY MNAGE ENT AGENCY. W�OERIE FDR NOTFVWM THE PROPER SERVICE NDHRTY OTICIALS AT THE START OF T E WLRK PROPERTY ROE . �. TOP OF C RB ELEVATNN Q -ROOD N9PAN E RATE MAP MAIBUC29A, DAZED: FEBRUARY' 4, 2007. TIE I1ICATXY OF ERISTND UlUlES AWOaS THE ELBE OF THE PROF'OQD WORN NE NOT IEC65NRY STAN ON TIE PANS ARAN MANDON(ED) MA% MAXIMUM x 1Y TC �4�o 94M SHOW T.THE TRACTOR STALL ON HS OWN INTAnW LOCATE I11 APPROXIMAUCI AOJACDIT PROPERTY UIE z > .•" BOTIDH OF CURS DEVOTION ,,,��p,���.�'2 Wpaoy'%' IN TIE CONCRETE BASE AT TIE SOUTHEAST COMDR O A STEn FRAME TRANSOM MOD ON TMP 79-580 UNOOEpORgUD UES ASID SIRRES ASmN=NRY NN ADJUST MN MINIMUM z 1YBC ASSUMED ELEVATOR 36120 1 ALL MATERIALS AND CON61R11CTMN STORE COMPLY MATH THE GIRENT ED11GN OF ME GI)IERAL WATER AND SEWER AND AMF_N) ---- MON MONUMENT CONRETE VACATED PROPERTY LINE ` '6'F: z LYRE FLOW UNE ELEVATION . WATER SOURCE B' ACSA 10,190f UNDER CONSTRUCTION ALONG OLYMPIA URIVE CONSTRUCTION SPEOPMA11M AS ADOPTED BY THE ALBE]MWE COUNTY SERVICE AITIOTFTY EASEMENT x a _-. EDGE OF PAVIEMENNT ELEVATION APRK NIC NOTIN CONTRACT 4 DATUM FOR ALL ELEVATIONS SIGN N NATIONAL GEODETIC SURVEY. z 1YEOP R -- SEv'Aer. E]ISOO ASA B' SMEARY SEWER ON SITE -MISS BACKAPPROF1 CU BC BAR( OF CURB -.'.' . , N75 NOT m SCORE BURRING SETBACK ,Be z TY SOT FIEVADON m THIS PROPERTY 6 ZONED HC -EC (HIGHWAY COMEARN d ENTRANCE CONIDOR) S BE CONTRACTOR SOUL BE RESPONSIBLE FOR NOTIFYING UHIIY (1-000-552-7001} BFE BASEMENT FLOOR ELEVATION DC ON CODER ......•`...... G PARKING SETBACK < . ,s5e x It TOP OF WNL ELEVATION 0 THIS PROPERTY IS SIA ECT TO ARREIECIURN REVIEW BOARD APPROVAL 6. ILL WATER AD SEWER PIPES SHALL HAVE A HHIM OF 3 FEET OF COVER MEASURED FROM RE TLP OF PPE OVER THE ONTERI E OF PPE RIS INCLUDES ALL FEE HYDRANT UH$ SERVICE LAWRAs AND WATER LN6, M. BIT BITUMINOUS ON OVERHEAD TW ZOOM LORE x . a'eh x 1YBW BOTTOM OF WNL ELEVATION T ,SETBACK, DID G•rOd= OBKP BuN (71D) 7. ALL WATER AND SEW APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, BK BAIT( RE POLYETHYLENE TEST %T LOCATION/BOTINC LOCATION ADJACENT TO KOK ROAD -Card ,9 717 Tripe/OBEY 9 VNMS ON CEADEND DES SMALL BE RODDED TO PROVIDE ADEQUATE REMRNNT FOR THE VALVE DIMWDURINGA FUTURE EXTENSION OF DHT OF O TURBAMCE z y a W BANDING JO' T 1159 ie/day THE UE. BM BENCHMARK PER PERFORATED � BENCHMARK� PARKING - IO Aena9e dory tr'k - 1138 Try, pr Joy FLOODPLAIN LEFT ESWnded moven San RIE T* C -U. M-6. 7N Editim ADJACENT m RESIDENTIALILITY GENERAL UTNOTES BS BOTTOM OF SLOPE PRO' PROPOSED M MN FDIIID z BUILDING - 50' CB CATCH BASIN PRVO PROVIDED _._... , _.... - BUFFER ZONE • - In4 ; /. CONTACT MRS DOW AT 1(600)552 -TORT M HOURS POOR TO ANY (BIOPIC OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED THE MA 4a PARKING - x' CONTRACTOR QUAIL VERIFY ALL UTUTY INFORMATION POOR TO CONSTRUCTION O INCLUDE TYPE AND SIZE OF PIPE AND SEANCES TO HIS OWN......_")J7 CGI2 ACCESSIBLE ORB RMP PWW PAVED WATER WAY .. ........_ AREA :.., .-.-.. RYA - RESOURCE MANAGEMENT N UAN NDEIDR ADJACENT TO OOUWJROAL: SARSrACrGN. RPA w _ BUILDING -ALOE 2 THE lACA1101S, SIZES, AND TONES O NURSING DILLIES HAVE BLAH TAKEN fP01N AYNIANE RECORDS AND CORE SOWN AS N APPROXIMATE r{ CEN1'_'R LORE RCP REINFORCED CONCRETE PPE --�. - RPA -RESOURCE PROTECTION IAEADRAINAGE WE 14 y PARKNG ONE - N REPRESENTATION ONLY. THE OWNER OR IT'S RPRESENTAM(S) HAVE NOT INDEPENDENTLY WT6ED RIS IFURIMATIOb AS SHOWN ON THE _ _- RESIDENTIAL BFFU ZONE - 20' PAILS TIE UTUTY NFCRMATON 940IN DOS NOT QUMA4TEE THE ACACTUALEDISIEOM SEWA TY. OR OTHER DATA Commu G 111E CL CHAIN LIN( REM REMOVE ROOF DRAIN OWER REQUESTS WAWA OF WHOM SUPER REQUIREMENT IN ACCORDANCE WM ABELIAI6E ZONING ORDINANCEURINES NOR DOS IT COMM 1EE AGAINST THE POSSIBILITY THAT ADDITIONAL UTUTES MAY BE PRIMFF THAT ARE NOT S OW1 ON TBE PANS PRIOR m ORDERING YATERVI S AND BEOWNG CONSTRUCTOR, THE CONTRACTOR SOUL WAFY AND DETERMINE THE EXACT EDCATONS SIZES. CRP CORRUGATED METAL PIR REED REWIRED EDGE OF GRAVEL ."- -- r SUMER LINE w SECTION 21.7.3(A) AND (B). AND DEVATI06 OF INE POINTS OF CQIHCIIONS ro DEW LTTIUDS AND, SNAIL CONFIRM THAT THERE ARE NO NTEAFOROM6 WITH DISRIG EDGE OF PAVEMENT .. .. n�..v _ es- - CRITICAL SLOPE WAIVER WL. BE REQUESTED UPON APPROVAL OF PRELIMINARY SITE PUNS UTKJ70 AND THE PROPOSED U 1 WERE N DUSTING UTIITY IS FOUND TO CONFLICT WTH WE PROPSFD WORK OR COSTING CONDITIONS OFFER FROM HOSE SHORN 9" THAT CONIC CONCRETE RT RETAIN CF2 RT RIGHT _ STANDARD 6' CURB .. ... •a TRENCH DRAIN i w o THE WON CANNOT BE COPIEIFD AS NTOUED, THE LOCATION. ELEVATION, AND SUE OF THE URITY SHAM BE ACCURATELY DETERMINEDWATER CY CUBO YARDS .___-__,._.._ UNERAIDI p MAXIMM RIM= WITHOUT DELAY BY THE CONTRACTOR IF I AND THE INFORMATION FINISHED IN YOUNm TIM ETR G THE OWNER'S REPRESENTATHE RESOLUTION O C/C COFFER TO CENTER R/TW RIGHT OF WAY CG-3 STANDARD 4' f]AB F O BIROMc /A 35 BUILDING B: 35 TBE CONFLICT ON /OPMNG ADDITIONAL TION RELEA£S OMEN FROM Q3LIWTI06 FOR ICT AND CTRACTOCTO FAILURE NOTIFY PROP m PEF ADDITION& PAYMENTS WORN 01 ERMSE WAY BE WARRANTED ro RESOLVE THE C17WUCT.i..� CdG CURB AND GfT1FA R&D REMOVE AND DISPOSE r'=i CG -6 ... _..� - COABLNATION 6' ORB A GUTTER .. FEE PROTECTION LINE 2 -STORY OFFICE W/GMAGE, 65' 4. AIL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FRE MARSHALL PRIOR TO FMN APPROVAL BY 1)E COUNTY AND ARE TO ---_ '•f-'- - -.-->^•-.-... -a or- WATER SERVICE LAE C BE INSTALLED ACCORDING TO COUNTY STNDAADS. DIA DIAMETER RJR REMOVE A RESET.. ._.._......__.._.. CONBLNAMIN 4' CURB d CUTTER w IFIL4IYC N/A ... GAS WE < S RIM UEVA710115 FOR ORM AND SEWER YNNOULj WATER VALVE COVERS. GAS CARES F1ECIRC AND TELEPHONE PALL BRLi AND YMNOLES d ELEVATION SO SWORE � FARE UIE STRIPING CO3 mei NUSI; W CONCRETE ADJACENT TO, PARKING ND ORFA 9" I1EY5, ARE APPROXIMATE AND SHAM BE ST/AESET AS FQLOIS: E1EV ELEVATION STA STATION ... .. - va - OVERHEAD EECTRC VIBE CD m 5' PANTING USIWDE A IMPERVIOPROWS REFACESURFACES, FW91 M PUNOUS SURFACE MEAS ONE MW ABOVE SURROUMDNG AREA AND TINEA EARTH ro RE WY ElEVA1ON. SW SIDEWALK < 1a -' -_... -"• - BIl1DNIG ENTRANCE ... UNDERGROUND ELECTRO i 21 DLWPSIER PAIR. 12'OB' (Twm) 6. ALL RASING REQUIREMENTS m INSTAL UTILITIES SIAL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE MM THE ILHEMMI-E-.. 6 FORD SECTION -:I.� .-_. -art - LOADING DOCK OVERREAD TF1fPFI0NE LORE SFss®ZIF � COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS EW END WALL SOULSOLIDNTE EDGE UNE ®"' H1° ... CURRENT USE VACANT f 7. DRAINAGE STRDCTRE INTERIOR DIAMETERS SHALL BE DEURWRT BY 11E MANUFACTURER BASED ON THE PPE CONFORADONS SOWN ON L DRAINAGE IX OWING SOUL SOLD WHITE LAME LINE ,. • ,r - Ccr - BOLLARD UNDERGROUND TELEPHONE DRE m -4 b� PROPOSED USE THEY PANS AND LOCAL MWOPN STANDARDS THE WHOM MNNOE DIAMETER SMALL BE 4 FEET. E]OST EASONG TBA TO BE ABANDONED D- U _.. -, _... -.- -ary OWSTER PAD CABLE TV .-. BUILDING A, 2 COMMERCIAL OFFICE f'V�,yLAMM�2� fl NL STOW SEWER SHAM BE CONSTRUCTED IN ACCORDANCE NTH MT SPECIFICATIONS SECTION 302 AND SCION 732 AND AS 9PE61ED ON TR DRAWNGS `.. TBR 7D BE REMOVED q4 -STOUT !J FON FULMINATION . v._. T_ 901 ° � GRAM RET 6 � a` 11.300 SF (GRo4) L RE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS ROARED BY THE COUNTY OR MBOIARHE COUNTY SROCE A FMO9TY m SECURE FFE FIFF9TED FLOOR FIEYATION TBS m BE SAVED ..... -. 46 PARKING SPADES (16 REQUIRED) li 0 50 (( bV U IAAF ACCEPTANCE OF ALL UTILITIES _-__ r- . SM GUARDRAIL �d DRAIN MANHOLE c g LL zHNOCIPPD SPACES (2 REWIRED) V 10 NL CONCRETE USED N UTILITY CONSTRUCTION SIAL BE 4000 PSI CONCRETE N ACONEANCE MM wOT SPECIFICATION SECTION 217. Gm GRADE TO DRAIN TO TOP OF CURB /aQy1 ~^l7 1 LOADING SPACE SPACE (1 ROARED) •..' T7 WOOD GUARDRAIL L PLUG OR SRA 1 DUIPSIFR PAD it. W RANDOM OR ERECTION OF OVER OBSTRUCTIONS SHALL BE MADE WARN FOR FEET OF NY FIRE HYDRANT. IF IRON FOUND 75 TOP OF SLOPE BUIEDNG B 2-SORY COYHEROAL OFFICE % 12 AL UOU71E5 ro BE MOD UXOU EXISTING Cd.NIV STREETS MUST BE BORED OR JACKED UIUFSR 9EOICALLY APPROVED O7IEAMBE OR IS IRON SET ITP I1RCAl _...:.:.. G'J %ICVED END SECTION �-r 11.500 ff (DOSS) IGN�,Gd `I p(� LLYJ l NOTED IN RE PANS _ry -,-,_ _ _ UG UNDERGROUND PATH _.- L 46 PARKING SPACES (46 REWIRED) 11 WATER METERS SILL BE LOCATED N N ACCEMBLE LOUOW AND SHALL NOT BE *STALED UNDER EXISTING PIPING R09E m OBER USCAPE AREA __ .. --, -. T� � 2 HANDICAPPED SPACES (2 REQUIRED) FAOUBES LOD LIMIT OF DISTURBANCE YISCHVA EdS CONTROL HANDBOOK - O E -y i? 1 LOAAO SPACE (1 REQUM) 14. FOR UNUM INSTALLED UNDER ROADWAYS AD/OR USLQNTS PLANNED FOR FUTURE ROADWAYS BAOOILL SIAL BE COFPACIED TO U L111EAR FEET YDS YIDS FENCE $E� YA/WIGi a W 1 WWS'DR PN NOT LESS THAN 96% OF MA1MM DENSITY, N ACCORDANCE WITH MOOT SPECFMA7ONS SCIONS 527.03, 307. 303.10, AND 20102 PER P.F.Y. .. m o STORE WNL SEWER CLEANOUT W BUILDING C 2 -STORY COMMERCIAL OFFICE OYER GARAGE 1SCONTRACTOR IS TO TURFY THAT ALL UTILITIESLE,WATER, SEWER, GAS ELECTRIC, TUEPHOIG CABLE, ETC.. NE IN RACE PRIOR TO LT LET 42,120 ffGROSS "I -Z aNEIRUCTION OF Sl®ASE AND/OR PAVING - L RETAINING WNCD N V .� 49 PARKING SPACES GARAGE U GENT APPROVED 16. THESE VIM 14S PLOP SHALL BE ACCORDANCE WTH RDW WATER VALVE d BOX CD W C:> 12D SURFACE PAINING SPACE D N PLANS APROFILES ALL ES ARE NEW CONSTRUCTION NBEYAR COUMtt SERVICE AUIHOITYS GOVERN WATER ND SIWA CONSRUCTNM SP6MAT0115, NT AMENDMENTS 1HIDEOF AND 71E .. _........... -.- -.- STRAY / POND / WATER COURSE �-1 - /S TOTAL PARING (169 REQUIRED) 6'(/ STANDARDS AND ffEOlCAl10115 OF 1901. S CTD.ITY O DETENTION BASIN FIRE HYDRANT 2 H CES (2 1 Z IIAHOUCARPED SPACES (2 REQUFED) yF 17. N WATERLOO AND SANITARY Sw R 6 9 AL MAINTAIN A 10 OOT HO WRN/TN SPNMAIWO OR WHEN ORP9NC IF WA X A CIFMAIS ARV M RELEASE VALVE - -- -- - - - ux MANHOLE +` 'N va WATER METER p z 0 1 LOADING SPACE (1 REWIRED) L -lam_ jAR"� (OUTSIDE EDGE OF PPE ro OIWDE ED E OF PPE) N ACCOIDNNE ro VIROBA REALM DEPARMENT STNOMDS _.. . SET FENCE U w 1 DUYPSIFA PAD MVA/` BOA BLOW OFF ASSaIBLY PVC POLYVINYL CHLCRUE -- 0 WATER WEL SITE TOTALS 65.120 S (DOSS) COWEROAL OFICE TS FACILITY SHALL BE LOCATED IM A 16 PROPOSED UNDERGROUND UTILITIES SUCH AS 1.1 TELEPHONE, CABHD G, AGAS WORN SM TH P-1 �M� 761 PARKING SPADES - .�-- at&,,d N?`� i C % - '" MINIMUM 5 FODT SEPARATION FROM PANG WATERYANS NO SAMITARY SEWER. CO QEAIIOUi RN RM ELEVATION _ .. -® CONTOUR o'^ GAS VALUE W '7 5 HANDICAPPED SPA ES t9. POWER SHALL BE DERNED FROM BU UNC ELECTRICAL PNE S TO GENERAL SITE LIGHTING N AWPDNCE WITH NATIONAL ELECTRIC CTV CABLE TELEVISION SAN SANITARY A�� ~ E --I w CODE -__ . INDEX CONTOUR •,• s CAS METER SPACES3 LOADING SPA 3 DUPSTER PADS 2O OWN ALL PI ES SAS ROP PLAINS AINS SL BE HALRCONIORCED CCNPPE WFOO°O M ASN INDICATEDINL C-R, UNLESS TED OMUWSE ON OI DROP ET SCC STORMWAIER CONVEYANCE CHANNEL II��r-'NN E %ANS DP DUCTILE NON PIPE SD STORM e_h, ® PNU01G COUNT O ELECTRIC MNFIIXE E - Lun W9D PE-DEMLOPUDIT (97 % POST-DEWLWMFNT (3) W WWDINfJ(5) n `. 0 OR 65,120 Ti PAVED 1.066 IK ODIC 3K ?7. ALL WHD6AR OWN AND OVER PUNNING CONNECTIONS ARE m BE INSTALLED ACCORDING ro BDCA HA11g1AL RIABIG CODE. 22ELSING MIME FRAMES AND COVERS AD VALVE BOBS AND COVERS TO REYAN SHALL BE ADJUSTED OR RECOTSRUCRD, AS NECESSARY.. EIEC ELECTRIC STIR DRAINAGE STRUCTURE I,,, I CROSSWALK ® ELECTRIC METER z C!� ro MATCH PUSHED GRADES. FH FRE HYDRANT TSV TAPPING SLEEVE E VALVE ® ACCESSIBLE CUB RASP Z A OPEIM 20fl456 99t 64.264 SIGH MOTOR 209,524 7aDE 209,524 IOD% GENERAL CONSTRUCTION NOTES (PART ONE) FM FORCE MAIN UP UTILITY POLE v" + + HANDICAP PARKING U61T POE w z O TELEPHONE MANHOLE F w CONTRACTOR'S COORDINATION IAESPONS®ILITIES, (PART ONE) m T A DWWCURATEL TION. A PEW R QUIRE EN 1. OBTAINED ro Nr CONSTRUCTION MRONiA OTHINSPAR ANY OWING RA PUDIC RIGHT-OF-WAY, MIROWIC DRAM ROY THE VIRQUA DEPARTMENT OF ITATON (won. THS RN AS OWN MAY NOT ACCURATELY REFLECT THE REOCNUMDHS FAC FRAME AND COVER M. WATER LRE .. - VM-ACCMM HAIDOM P� F�-+ ❑T TRANSFORMER PAM U � OTE PFAINT. AREAE NY gN1EPANOLS IILLIIIi THE REONVIFEIENT$ OF THE PEIILILT SONE COVEAN. OF THE CUR THE FdG LAME AND TRATE WA WATER METER L.,I W F+1 1. THE CONTRACTOR 6 REQUIRED m MATIN AMY/AL PERMS REWARD FDR CONSTRUCTION OF FINN PMIS w UTILITY PORE 2 MY LYE WON IS PFNFOIL D OFF-SITE OR MIN N DUSTING EASEMENT, THE CONINACIR IS M NOTIFY THE HOLDER OF SAID 2 ALL MATERIALS /JID CONSIRUCII(NI IFOI00$ uuI CONFORM ro ONIRIRENT SRR1CA1106 AND STANDARDS OF wOT (NESS OTHERWISE NOTED. GT CREASE TRAP WV WATER VALVE - �.' � � CO C ETE PAVEMENT / MENALK EASEMENT AS TO THE NATURE OF PROPOSED WORK AID TO FOLLOW ANY DADLO14S OR STANDARDS MQH ARE ASSOCIATED MM 1 DIMOI AND NATION CONTROL MEASURES SOUL BE PROVIDED N A CCADMQ AM THE APPROVED SMON CONTROL PAN AND SMALL BE IU' • � GUY PGE DDR PROJECT NO: 70,� OR REP ENCED N ME RECORDED EASEMENT. INSTALLED PRIOR ro ANY CIENWM WAGING OR OBER CONSTEMTOL GV GATE VALVE 6'V 6' VALVE .. Don�AR 1 CONTRACTOR IS m WRECK THAT NL EASEMENTS. LETTERS O PERIL59ON, ETC, ARE RECOIDm/aBTINED PRIOR m THE STAR IS T. HDPE Hpl DENSITY POLYETHYLENE NEW ASPHALT INDEX TITLE: OF ANY CR6TOR OF 4. ILL SLOPES AND D6TRWED AREAS ARE M BE FUTUDD, SEEDED AND MULCHED. MATCHUNE 4. CONTRACTOR m WNIFIV ALL STE PANS AND PROFILES AND DETAILS FOR CONSISTENCY AND F CONFUCR Dim CONTACT SL BE DONE AT HIS/HER OWN WGEERR FOR CLARIFICATION AND/OR DIRECTION. INEIPRTAIKR DETERMINED, BY OONMAATOROU S ME MAXIMUM ALLOWABLE SDP 6 21 (HORIZONTAL: VERNAL). RETE REASONABLY OBTAINABLE. LE M SLOPES OF 3:1 OR BETTER ARE TO BE INV INVERT �' GRASS COACTED STORE PATH MP ///''���III /�� / , RISK ACHE . mm EC -2 GARNET MATTING 1`V, S Y AT THE REL"TION OF NTNG UAUTES AND UTUN IY POLES CONFLICT WM CT PROPOSED THE CONTRACTOR 6 m VERIFY L D19 WORK HAS BEDF COPI.M. 6. PAVED. HP -RAP ON STABLIZATION WLIVED RD DITCH MAY BE REWIRED N ENOEOR, D WNTHE OPINION OF THE COUNTY OR DESIGNEE R IS OWED HOSSM N ODER To STMUZL A DRAINAGE CHANNEL EC -3 TYPE A E/V/, 6 CONTRACTOR SHALL COMPLY MATH FORCING AND TRE PRESERVATION AS SIGNAGE REQUIRED BY ALBOMARIE COUNTY CODE 7. ALL TRAFFIC CONTROL 5019 SHALL CONFORM WM THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES SHEET NO: Z OF 9 7. CONRRACI[N SMALL NOT RELY SOLELY ON ELECTRWO VERSIONS OF PMS, SPECIFICATIONS. AID DATA FILES THAT ARE 08- EC -3 TYPE B Em FROM THE DESIGNERS, BUT SALT VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE MTH THE PAPER COPES OF RE PLANS A ND SPECIFICATIONS THAT NE SUPPLIED AS PAR, OF TBE CONTRACT DOONFNIS fl UNLESS OTIDFXS NOR D ILL CONC ETE PPE SHALL BE REINFORCED CONCRETE PIPE - OASS Y. NOTES �� fl CONTRACTOR SHALL COMPLY WIN ILL WERAND PERMIT REQUIREMENTS. F SPECIFIED. 9. ALL EXGYAIIRI FOR UNDERGROUND PIPE INSMALLAPON MIST COMPLY NTH OSHA STANDARDS THE CORRUCTON INOJSIRY (29 OR PORT 1926). ., � 1. THE SZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. DATE: 1-28-' i'7'Cl1' 7'VI r' Ml' 7R1 ; let ?S °'onLnnrz J. otd R-15 - L - -_ 07 a<e _ -~ - TMP ?E -Pur NH- Wttlr, fa Rendus cf -, DIP 7b 1 LP rEd K 15 .ta Fc ndenttal ;y Albrn,ar(t Haft( LLC - 1' r 7- _ -- ;_ -._ - -� ---_ - - ---- 1 -o= lih I7'7 359 _ - _ R, d- Of .. Gmtcd Hf pi, I - 1 4" r - 4-11 T L'D 1964- Rf _ 1. / OH 1965 37 1 - - _Lift , t 1 IF - 1' - - r ) 1. 11 .r i 4- r—, It- - 1 - 1 t - '.1IF 79_1;81 - A,, .: 1 1 1 1 _ I• rir V i1B ^JEt -24P - 1r I` /oncd Ml' 7R1 ; let ?S °'onLnnrz J. otd R-15 TMP Iaf A 4or(h !'nntapc Tau+rhav , LL!' D& '•iti'U- 66! Z.11d R -F. 1", Open .5'patr MF 1 ' ' r . i4 1 r , 4 Lar IVP iE -1p-4 P - t_' 'da+,tt's:on C'ommr.ltty Parltor..f - F ,thrid _ Pnn ei ° T.NP ;N -fO Oh ?4R.? -339 I J4,4,'4 °P - \ farntut 4uta SltrEa �,C j 4 r = - UB 8369 HFJ ZanEd, DC -Pi" 4.-rr� •-� /_ �' Zunrd Hf TMP "N 1-1?f'sr AI,Ia ,Ibdr D,a(ershlp \•r Fndg. 411a '1'4 �" 1 %nned IIC Ff ea \ \ I.Pf;ar'rtt C a„tr.mab,l� Ilcalers,h+T `' _ n n>f —_ Przei 3 IMP d�a7F.'- 5 TMP 7q- in s42+ IF �l>id. ilr Ime„-nn Gey,,,, Po�a Nr �.0 74 i ndgt L'B , Autwni brie 9E1 1 - 1',, enErtl/ zoned HC rr Tnun rznd Cuuntry Ianr - 3f ,.E' Puhltr P, 'W T.MP 7fr- 9R PMr' 7K Oalaj¢rn Warren A. Pus hey Co;ptnnitnn /)B fLll• — ` 9-5 �I - 0P.1.73..9 701 II$-- Zr,n.'a IIC-F'! e .4.1—bU, Dujc,hg,-- 1i .- PS No¢t, "'o H11h,--d Pnnd ,,amble Wtdth h W 4EpLTH OFti _NOTHY RAY MILLE Lit. No. 30542 DDR PROJECT NO 70456 \ INDEX TITLE C3 SHEET NO 3 OF 9 i..,r, �riirii �r�11 ^ — " Dart 1-28-2008 TA7 EE -F 07 a<e F to ,'i - TMP ?E -Pur NH- Wttlr, fa Rendus cf -, DIP 7b 1 TMP Iaf A 4or(h !'nntapc Tau+rhav , LL!' D& '•iti'U- 66! Z.11d R -F. 1", Open .5'patr MF 1 ' ' r . i4 1 r , 4 Lar IVP iE -1p-4 P - t_' 'da+,tt's:on C'ommr.ltty Parltor..f - F ,thrid _ Pnn ei ° T.NP ;N -fO Oh ?4R.? -339 I J4,4,'4 °P - \ farntut 4uta SltrEa �,C j 4 r = - UB 8369 HFJ ZanEd, DC -Pi" 4.-rr� •-� /_ �' Zunrd Hf TMP "N 1-1?f'sr AI,Ia ,Ibdr D,a(ershlp \•r Fndg. 411a '1'4 �" 1 %nned IIC Ff ea \ \ I.Pf;ar'rtt C a„tr.mab,l� Ilcalers,h+T `' _ n n>f —_ Przei 3 IMP d�a7F.'- 5 TMP 7q- in s42+ IF �l>id. ilr Ime„-nn Gey,,,, Po�a Nr �.0 74 i ndgt L'B , Autwni brie 9E1 1 - 1',, enErtl/ zoned HC rr Tnun rznd Cuuntry Ianr - 3f ,.E' Puhltr P, 'W T.MP 7fr- 9R PMr' 7K Oalaj¢rn Warren A. Pus hey Co;ptnnitnn /)B fLll• — ` 9-5 �I - 0P.1.73..9 701 II$-- Zr,n.'a IIC-F'! e .4.1—bU, Dujc,hg,-- 1i .- PS No¢t, "'o H11h,--d Pnnd ,,amble Wtdth h W 4EpLTH OFti _NOTHY RAY MILLE Lit. No. 30542 DDR PROJECT NO 70456 \ INDEX TITLE C3 SHEET NO 3 OF 9 i..,r, �riirii �r�11 ^ — " Dart 1-28-2008 - TMP ?E -Pur NH- Wttlr, fa Rendus cf -, DIP 7b 1 LP rEd K 15 .ta Fc ndenttal ;y Albrn,ar(t Haft( LLC - 1' ]IF 19hs V - -o= lih I7'7 359 _ - _ R, d- Of .. Gmtcd Hf pi, I - 1 4" r 4-11 T L'D 1964- Rf _ 1. / OH 1965 37 "If IncaFIC-"u TMP Iaf A 4or(h !'nntapc Tau+rhav , LL!' D& '•iti'U- 66! Z.11d R -F. 1", Open .5'patr MF 1 ' ' r . i4 1 r , 4 Lar IVP iE -1p-4 P - t_' 'da+,tt's:on C'ommr.ltty Parltor..f - F ,thrid _ Pnn ei ° T.NP ;N -fO Oh ?4R.? -339 I J4,4,'4 °P - \ farntut 4uta SltrEa �,C j 4 r = - UB 8369 HFJ ZanEd, DC -Pi" 4.-rr� •-� /_ �' Zunrd Hf TMP "N 1-1?f'sr AI,Ia ,Ibdr D,a(ershlp \•r Fndg. 411a '1'4 �" 1 %nned IIC Ff ea \ \ I.Pf;ar'rtt C a„tr.mab,l� Ilcalers,h+T `' _ n n>f —_ Przei 3 IMP d�a7F.'- 5 TMP 7q- in s42+ IF �l>id. ilr Ime„-nn Gey,,,, Po�a Nr �.0 74 i ndgt L'B , Autwni brie 9E1 1 - 1',, enErtl/ zoned HC rr Tnun rznd Cuuntry Ianr - 3f ,.E' Puhltr P, 'W T.MP 7fr- 9R PMr' 7K Oalaj¢rn Warren A. Pus hey Co;ptnnitnn /)B fLll• — ` 9-5 �I - 0P.1.73..9 701 II$-- Zr,n.'a IIC-F'! e .4.1—bU, Dujc,hg,-- 1i .- PS No¢t, "'o H11h,--d Pnnd ,,amble Wtdth h W 4EpLTH OFti _NOTHY RAY MILLE Lit. No. 30542 DDR PROJECT NO 70456 \ INDEX TITLE C3 SHEET NO 3 OF 9 i..,r, �riirii �r�11 ^ — " Dart 1-28-2008 A3 `'I` \ V qq aE `\ J gam `400_. • 4�� ��`�\. :` �\��`\ �______ `\�_ — - ' X390- i- . i `'_`-----_ \\ �- \ \ ` I m �yY�m� _ , 410------- —410--_.-.—.—__----� 420_.—.—-10— _ —20=_•oyLq. _ --sa5.� _—cr�t7E1 r_- — Dpi 4 -\ ' _ = � _ __`'-�,-,r�-�'-r�--=-�•-�--'��'-i_�`��r-=_—�_.---:�e,.��_� - ------ -' � _--iuliE-- -- - - -_ - -30= - --- Ol'�'m'I' lt, able , ----------- � TIM _ _ OTHY RAY MILLER a 1 ----------- _.,.' Lit. Na 30542 ympia Dnve 45' Public R/H' '� _ - _ �(� �/� / ' e r. SS OVAL ENOL , I_ C Kl. iy �.M --, -- \� ,U ✓/ / i EXISTING REGIONAL U] -"� `• `.\ ,% �� - -- - - � - >, ~ � ___ _ \�3� TB \�� �` \ � � sxM EAclun zo g `\ \ STING DRAINAG — — __ _ ` DI TBR 10' PRIVATE ,..,--�1� .1- -_.. - "_ �- - _..:„_ '''°. E TING' DRAINAG1r�' UBUC DRAINAGE T ABANDa11Ei1 / ISnN SANITARY i” �,. _ EASEMENT TBp)� 1 U.B. 3064 — ASEMLI EASNNG 8" SANIT Y ` _ i;� � _;>✓� I SANITARY \J .DC_-- _\�-\\ \\\ \\\� \ \ "�`\ SE TO BE RELOCATED) 0 BE \ \ \ \ w /-`�``.�. .M \ �� -`' EXISTING 20' PRIVATE \ \ _ . I \ A \ \\ 'x;., \ \ .fit(, \• (TO BE ``'\ t,` �`� _. ' - -- � ENr � "`\ L I aocArED) R` t`• \\ \ �\��\ \ \ ,� _ SO_ 'G IRAQ \\\ � � ''..y��\ , J. � •. �\ / ExIS11 -W ARr---- `CRITICAL Z z 54 2 ^D w o NI A i /— 494\ ENT �� \\ �\ \ \ �\ W O DOR PROJECT NO: 70458 -50 0- -- —•._ `, [. f INDEX TITLE: SHEET NO:4 OF 9 I 30 0 30 60 90 SCALE:1 " = 30' DATE: 1-28-2008 I I �LT�inF a cath P\,'�ti a.; a • - f {ti - - - 1 ` Drive YH z_ SII h'�dll -„51)N 'y 1 0 0, F11tiN[ FAP+ o 1 S'- FIS 11,'” - -" y "1A f ' bJILDII Ru " < ; --�� 3'.,. LL 2s" , Aa{ y f X aox� a 7 ENCLOSURE (% „l 1 L IJ 'J L' l.! 75 N VAAN VAN VAN 'VAN MIMFt7CR� r, ' PAI: _ ( �I. '1•'i',v -.. C'}f (� ( _--F'F, P "— 'l -T - \ F lb' EF aININr, r \ ' sF IIT ( I I 11 \.IX%AP'_iER wpc can '\ 'y VAN VAN LJa� _ �o �EpITH pf. is L 'P _-TIMOTHY RAY MILLERa Lic. No. 30542 o e o F, �SSfONAL ENG\ z E -t � a o � U w W F d cn O rte] U � H � z w L) F y DDR PROJECT NO 70456 INDLX T ITLL C5 SHFFTNC 5 OF 9 DAIL 1-28-2008 00 -W, _ >•._ 0111 � r NOTHY RAY MILLERa Lk N. 30542 — 01 rr1 '1 S'ONAL ENG A —a � � I s— T _ 1 _ f — `-- — 07; P4,N� r -- RT O w ! ;AvriA.a*� FJ " 7 P F: I` 9 4—d, _ATENAC �f_ -- r' s Via. •-e- �r L _I II { �I - - �� J 1' I•f r r/ \ uw \ - L I IJ I J L L • _ �. C-: J � .I I I �_'� y — �-B° SANfiwcr .WAIL ' ti wlu SfMR cy x s N.}aiwa I r� AAA I IN -- a n 4 aro I, - NAN FAl \fN 3 m_ 'F 7 1 T \ ? I I o quo z' e; I � � b t' 4 w� l i - I KtINWNt� WFIl t AI _ — J \ � >— Z \ -- E E 7 L z ca � 84 / ° DDR PROJECT NO 70456 �J 1INDEX TITLE NllII'�,IUL SL' OnhlSilik'...'il. IN —10 Her: ,, ,.rl " SHEET NO 6 OF 9 - DAIL 1-28-2006 \ \ rj _\ _� \� \ \ - -- \ �` _ - _�\ _ - - - - _ _ 390 ----- — --� -`_ \ an - \ _ — _ ----- -- — --- o 0 —410_ O -420 -- _ _— \ —_- _— 10 =420 —20. c g able�EI'ITNgi` UC. k MIM r _ Olympia Drive 50' Public R/W r - �. "�� \`\'\ 1 (- ,, s , , ; �. �h�/lAl ENS 1611 '• • - ---- - �- 1 — \ — - — — — -460— — _ _ _ — _ _ �1h` _ • — - -- \ \ \ t, I '� BUILDING A _ NEW 2 -STORY OFFICE BUILDING ��2 10.500 SF) t - - - - -- - - -9FFI Bli}LDING e \ ,.� \.\, ,•\ \\ ''PLi Spdc \ J U, I U I I U I— r- U — - 1=`I sp s -t T j // Jll I_ �— — � .� "—," ?o 16 spgoas A,A �_ ' 16 n U L � �� IIS "' l l 1 • x �, \ \ J=L_LJ� z I H � , � \ _`� ��` � \ I'. \ / �•` � � = - UIL lN� C � _ _ _ , � '�, \ Z2 spaces \ .+ NEW -2 -STORY OFFICE- BMLDING - - 1 �• - _ _ - \ \ l �'•. .\\�\� ` \ , OVER PARKING-'_ J - i -I °� - -- -- \ --� -G 49f1 CESI 1 - t C+ #z.tbo ISFJ \ t• / 9.,d -49 spaces \ t I -f' 20 spdces I a 117 1'2 _ 4 I r sr � - rT •l 1 \ _. -- - __ - 'APIDJ�P FI'.G P1.GP•+ RE:3LiFEr� _ �,_ %90% '`` f I � f 4- li: 47 .7 P a F — . ASU FPI rI�_ ,A 'r_Fl P1''UVI SED F,!h- P,.,a f — I\ /0� \\ ' .s. DDR PROJECT NO 7016E E3c�,, 11 S Pry c,:� r• cf�,s d ` 3 E, s[ �-� T -e s = — / X510-- -- -- _ \ ` _ — j/ C0 / / / \� I INDEX TITLE as 1-11 SHEET NO 7 or IE 30 0 30 60 90 , E -SCALE.1 = 30' DATE i-ZB-iZII� L) JIp E 0 CL 00 010 00 Do c 0 0 2 > 00 010 M 00 00 00 00 00 0.0 0.0 010 0.0 00 00 010 00 00 DC 00 0.0 4ri O.U'-= --QV 00 010 0.0 0.0 00 0.0 0.0 00 00 010 0.0 00 0.0 00 DO 00 00 00 OC Do 00 0.0 a cmc, On 0,0 Do �6v��-Ao O'D OC OC 0.0 Do 0.0 Do OC 0,0 OC 0.0 0,0 0.0 OC OC OLD 0.0 010 00 0.0 00 OC 00 00 010 00 00 00 00 0.0 00 00 OC 00 OC OC 0.0 00 0.0 010 00 Do Do Do Do Do Do Do OC Do Do OC 0,0 Do Do Do OC 0,0 Do 0.0 Do Do Do OC Do DO 0.0 Do OLD 0.0 00 00 00 00 00 00 00 DO 00 0.0 00 0.0 010 00 00 010 00 O,o oll arill C 0.0 0.0 OC Do Do Do Do Co Do Do Do OC Co Do Do 0.0 Do O.D Co Do 0,0 Do Do OC Do OC 0.0 Co 0,0 Do 0,0 Do Do ow Do 0.0, 00 -TH ol. 0.0 Co 00 010 010 CJO o.6 o,o CC -tl 0.0 OC 0.0 0.0 An .o0 0.0 0.0 V�r� -4LQ- -AC,-OO- 7�� Oo---tTO ---bo 0,0 0.0 00 0.0 010 �Zle -Do 00 00 0.0 M Co c - -NOTHY RAY MILLER�� 0,0 Do 0.0 Do Do Do O'D 0,0 Do Do 0.0 Do 0.0 Do Do OC- CI Lic No 30542 CC - .&C no 6,0 CC 0,0 CC 0.0 0 "--zt-�tz .0 rr Do 010 00 010 010 00 D. 0.0 OC 0.0 DO Do DC OC 0�0 O�o O'D Do loo Do Go- 0 0.0 00 OC Co Utympta Imt 0 SS'ONAL f AD 0.0 00 Do OLD D.0 OLD Cd -jia I;1 Public R, oe OA Co DO on 'Do 00 0,0 'N Do Do Do OC OC Do Co ID 0--- An 00 0.0 0,0 00 0.0 00 P.0 b.0 0,0 �(Y 00 00 OC DO 0.0 12 • Ol OL 0.0 0.0 010 0.0 00 0.0 0.0 eq g� 0.0 DC 0., DO Do 0.0 Co 0,0 0.0 S E-1 1- '4 DO 0.0 0.10 Dg, 00 00 CID 0.0 0.0 W -FIk-E t-,0- t.6 �'tA t.7 tj - __ y 11 14 4,3 7,,i DO 010 0.0 OC OC D uO O'D CR' F B no B SIT 0.0 :.o 0.0 DO 0.0 "d0 0,10 55�0 O� IV 00 0 Co Do 0,0 Do - Do ac I its .2 28 �J ,6 CA) to lD,O 0.0 010 00 IT .6 17 1,9 Ll 17 b.7 ��8 03 U T I Do Do O.Ol do OC Do Do OC 4 .7 �9 1.6 1 1,0 Do X'5 �.2 �.t �,O 12 64 5,5 "Y 9 z �,6 mMb b, 8 14 17 13 17 1.6 �2.1 2.6 �,f, 8,0 6.1 2' C 61, b.0 010 00 00 •U ob 9 '1 3 9 IL � ] >-'t I \ , Do OC OLO 0.0 0.0 A I C L jL L 0.0 00 DO 00 0 Nt 0.0 0.0 000.0.4 7 1 3 1 17 010 no"vi HI go CC OLD 0 0 0,0 00 00 OC P - 19 �.5 �,i� ��j �.5 ��3 �.6- I.- B 1) 0 OC 00 00 D, a. a 0.0 00 4,8 0.8 DD, 1.4 tit 5-1 t�� 1 '4; �L3 1 21b 1 0 loo Oz 0 Do H -1 10 Co Do 0.0 0.0 -0.0 Do CC OC 6.0 �6 0.0 0.0 Ao," Ion 00 CC 0.0 0.0 0.0 -S CC CIO go 7 yj no 1�11 �.9 1� ll,f 1131 !If.' ILl �O�51 1 ��l 12j • 0 CC 0.0 00 no 00 OD 010 0.0 0 1. 1 2 5 0 0.0 0 In 00 go OC 00 0,0 0 00 CIO 0, C-') no CC on o.6 2 il a 6 1 �.2 ��6 �.7 '4,3 '4.4 "t 6 '1 -1 ��8 �,6 5 D,0 /D 0 00 a- b") b 010 &0, Co 00 010 0.0 no 010 010 010 0 1 t3 1 1,6 1.8 �.c q- 12 %11 7 1-5- -tb I - 1.2- 2 E - Do Do Do O.o 0 D.0 OC 10 d .9 I Do 0,0 Do oz 0.0 as- OD CC 00 0.0 OW 0.0 0.0 U 00 0.0, 0.0 B �D L, �A DO OZ 00 0.0 00 00 0.0 olo,00 Co CD C:) 00 OIL Or, 0 Do O.D 0.0 0.0 �:jl 110 Do 0.0 Do OC 0.0 C.O Do 0.0 0.0 2 4�� I . C�) 0 go O.o 0,0 0,0 Do CC 0,0 No D.0 an, 0,0 OLD CC Do OC OC 0.0 84 I �.3- !2.4 L8 �,7 -1,8 2,5 I CC O,o b.o b.o- bf) o,o o.o no (2) i, /U) P4 QQ E - OD 010 Do 010 0.0 0.0 00 OLD 00 0.0 0.0 0.0 0.0 M 0.0 00 00 00 OC 00 0.0 00 00 0.0 OM O.D,� OLD 00 0.0, 0.0 0.0 O,o 'CIO O,Q -il, t T L7 E - 4f. 40 0.0 00 On 0.0 OC Do 0.0 DO 0.0 Co 0.0 D'O 0,0 Do O'D 0.0 aC 'b'O Do 14 0.0 0 0.0 Do 0.0 OC ao 0.0, O'D C.O 010 00 D.0 M CIO 0.0 00 010 Co O,o 0,10 77 Z �2 z L FDLE �PL' "Ho"LI Mr t -T 14TE� �T - DE Do 0.0 0,10 00 0.0 Do 0.0 0.0 OC no OC oD 0.0 Do 0.0- 0.0 010 no 0.0 00 00 00 DIDW w r:,T -t, WjLI,TEU T l� �,rE, 14!-I,E- TP,',[ I 11r, K 1 1 h I L I[ 11W I O,o Do 0.0 00 0.0 00 0,0 Do O.o 00 0.0 00 0.0 0 �0�0. 010 6.9 OLD OC D 0 O,o DDR PROJECT NO 7045 0 0 -: . ...... 'A 0 e no 00 no C 0' og, 6 0'0 OC 00 00 010 0'0 00 00 OD 0'0 00 00 OC OC OLD Do 0.0 00 0,0 0. OC O� bol INDEX TITLE '1 M DO OC 00 OX 0,10 00 00 0.0 00 RD 0.0 00 00 0.0 0.0 0.0 00 0.0 CC 0.0 OC 0 160 C 8 41 SHFFT.d , I ', r, n. 1 I; r1<. m;'r r.l'.11d ill rSnr. , Ir. I ! NO 8 OF 9 aril TL �'i j�l TIT -,TIFF- IP L 1-28-2008 - r_ 1 s'FWVFt V11l WE LAI'h'HA1 CON ECI'IOA' C9 NorD r!CIU E IN FAIL_• t, EA- AIT El ,T'Iv'- [—T 11CI - .E +1?t 4L� B= FIrl -I-F H -I N1 T i- -_ -t I A I- F' I :' I F _CI S EN �'Jr,T _ T F_ I I I L T I ll MiL',MLI:, t n u, an L, '.F IY/'IC•11-I RCI, PIPI,' ;AS141.1,4770A IN 71'1 NCl/ C9 , NOr TO SCALE 8 Coll rpactod Mone Fath C9 �I'UF u 2 RRAXCH TIE -I.4' , C 9 . ' NOT TO SCALE 14, 11 r,'.I- -T,rT I' -- , 1,k . 1� Yl IIla Vi-KiN- IF 4 1 '4 F h'aA ".E N f '-r I, �I_ F, � rl k T- IIT , I dr Add 1,1rF 'Ah I' L":Y— iHiII +-EIJEE�I _- I, ��I E•T�L E � _ 1 EE_, rJ'_'=T,"'- --E— T, E_ I , 3= rriWI/ ki;IM0,1.1 SEc1ION. ,'iMfLAG' r1HaAri rl!_-; C9 ' N('] SCAM.K c „a b — r= T', Iri 1 o o 'W5" 21 FRAMF S -TION S1,CSKI0N'H _9r � TYPICAL :41_a'r1IOLE Fk4ME & CO VEP C9. NOT -0 SCALE, _IP L NOTE: - _ -1 -KATED , I, I v r, f _ FILL 1 n - I I I� i fix - F,' I I I iJ I II H I. 10 , Ho,li d on How'd fence C9 NOT To SCALE f I'vpu+nl PnrinL� Melon 4 Farkin� _Arei,s C9 NO[ I0 S(.51 - A r ',4'-f•L kA y 2 Typical Pilvink �c(,Mlorl 5 . Concrete P ave merit h Oumpotcr Pod C9- Nu: n Sr.u.I, Typical PLInn,; Vection 6 Corwr•el_e -�ide4< dk C9 ' .NT TO SCALE tj s ss- 1 75" -T. r :15 / --T __-Slandard Retaining Block 1 ' I 1Q.0"jg5', - 1675 Standard Retaining Bock Setback 40. Planter Sloc,c -TAIL B Planter Block Setback Redi-Rockiln nato.1 Block Sefba k , 11 TyptralF,ttaTnt�a iV'ali Dctail-- C9 NOt RJ >CnLF, o��EpITH 0" / L o� c TM0 HY RAY i�ILLER> Lic. No. 30542 N w a rZ-I E— '7 Z w �O W r4 v Q � Q O E'" d W � U E"i r� Q d w U a Z ~ w � w 0 ti arca DDR PROJECT NO 70456 INDEX TITLE C9 SHEETNO 9 OF 9 DATE 1-28-2008 _,lc rA 1Jl � AFS - Iry a I I'A1 1fJ IWI �L E I "I INil �H rj 1 1^- AF, E IN FAIL_• t, EA- AIT El ,T'Iv'- [—T 11CI - .E +1?t 4L� B= FIrl -I-F H -I N1 T i- -_ -t I A I- F' I :' I F _CI S EN �'Jr,T _ T F_ I I I L T I ll MiL',MLI:, t n u, an L, '.F IY/'IC•11-I RCI, PIPI,' ;AS141.1,4770A IN 71'1 NCl/ C9 , NOr TO SCALE 8 Coll rpactod Mone Fath C9 �I'UF u 2 RRAXCH TIE -I.4' , C 9 . ' NOT TO SCALE 14, 11 r,'.I- -T,rT I' -- , 1,k . 1� Yl IIla Vi-KiN- IF 4 1 '4 F h'aA ".E N f '-r I, �I_ F, � rl k T- IIT , I dr Add 1,1rF 'Ah I' L":Y— iHiII +-EIJEE�I _- I, ��I E•T�L E � _ 1 EE_, rJ'_'=T,"'- --E— T, E_ I , 3= rriWI/ ki;IM0,1.1 SEc1ION. ,'iMfLAG' r1HaAri rl!_-; C9 ' N('] SCAM.K c „a b — r= T', Iri 1 o o 'W5" 21 FRAMF S -TION S1,CSKI0N'H _9r � TYPICAL :41_a'r1IOLE Fk4ME & CO VEP C9. NOT -0 SCALE, _IP L NOTE: - _ -1 -KATED , I, I v r, f _ FILL 1 n - I I I� i fix - F,' I I I iJ I II H I. 10 , Ho,li d on How'd fence C9 NOT To SCALE f I'vpu+nl PnrinL� Melon 4 Farkin� _Arei,s C9 NO[ I0 S(.51 - A r ',4'-f•L kA y 2 Typical Pilvink �c(,Mlorl 5 . Concrete P ave merit h Oumpotcr Pod C9- Nu: n Sr.u.I, Typical PLInn,; Vection 6 Corwr•el_e -�ide4< dk C9 ' .NT TO SCALE tj s ss- 1 75" -T. r :15 / --T __-Slandard Retaining Block 1 ' I 1Q.0"jg5', - 1675 Standard Retaining Bock Setback 40. Planter Sloc,c -TAIL B Planter Block Setback Redi-Rockiln nato.1 Block Sefba k , 11 TyptralF,ttaTnt�a iV'ali Dctail-- C9 NOt RJ >CnLF, o��EpITH 0" / L o� c TM0 HY RAY i�ILLER> Lic. No. 30542 N w a rZ-I E— '7 Z w �O W r4 v Q � Q O E'" d W � U E"i r� Q d w U a Z ~ w � w 0 ti arca DDR PROJECT NO 70456 INDEX TITLE C9 SHEETNO 9 OF 9 DATE 1-28-2008 Critical Slopes L"wW Note: sowft� on map msW not .pia, �n "jeg�W) T, JI111, -- 16 9 778E -14I I 11� 1:10 I / '" )'SE -11 I 7WR 7 78E- 0 0 78E-153 lit- 7d y 78 -SB 7SE-19 78E -B 581 7 3 8 -23 ii;Y24 78E -E 7 7 78 78F -A 78F- 78 -9A j V. 7 7 4( 78F - )!A1 &I F 1t i 78-576 A kIN RD do 78F -A 78-IOA 4 78 1442 78F 3 9 14 4 GIS -Web F- Geograph- Data Services 50 77F at marfe org 1440 78F- F-2 (434) 296 5832 Rlcy 78 6 F- F-1 78-13A 78F- F /Vi 78 F-78 F 713F-3 250 78-11 B 78-12A 79�� 78-73A7 1462 9 F 32 0 --738178 F Attachment A