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HomeMy WebLinkAboutSDP200900034 Plan - Approved 2009-08-14SITE DEVELOPMENT DATA EXISTING USE: ADDRESS: 3263 PROFFIT RD.MARTHA JEFFERSONCHARLOTTESVILLE, VA 22902 2 -STORY MEDICAL OFFICE 10,000 S.F. (FOOTPRINT) 209000 S.F. (GROSS)OUT P__ ATIENT TAX MAP ID#: 032AO-02-00-001 AO VIA DEED BOOK: D.B. 1415, PG. 057 PROPOSED USE: EXPANSION }del 2 -STORY MEDICAL OFFICE No"_.'vv6" 't1"f oy ;ne 10,600 S.F. (FOOTPRINT) Datem( 8 Coity eveinp entD partrnent 219200 S.F. (GROSS) File# 41,200 S.F. (TOTAL GROSS) -- - ZONING: HIGHWAY COMMERCIAL (HC) BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.4) NOT TO EXCEED 65' PROVIDED ANY STRUCTURE EXCEEDING 35' SHALL BE SET BACK FROM ANY STREET RIGHT OF WAY, IN ADDITION TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2' FOR EACH 1' OF HEIGHT IN EXCESS OF 35' PROVIDED: 2 -STORY MEDICAL OFFICE ® 29'-0" MINIMUM YARD REQUIREMENTS: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1) ADJACENT TO PUBLIC STREETS: STRUCTURES (EXCEPT SIGNS) - 30' MIN. OFF STREET PARKING OR LOADING SPACE - 10' MIN. MAXIMUM NUMBER OF EMPLOYEES: 65 PEOPLE EXISTING PARKING: 79 EXISTING SPACES FOR EXISTING USE PARKING REQUIREMENTS: 1 SPACE/200 S.F. NET OFFICE FLOOR AREA 0.80*419200 S.F. = 32,960 S.F. (NET) 329960 S.F./200 S.F. = 165 SPACES REQUIRED PARKING PROVIDED: 53 EXISTING PARKING SPACES (TO REMAIN) 145 PROPOSED PARKING SPACES (NEW) 198 PARKING SPACES TOTAL (INCLUDING 8 HP) ACREAGE/USE AREA: PARCEL SIZE: 4.13 AC. (179,903 S.F.) BUILDING FLOOR AREA: 41,200 S.F. GREENSPACE 16,880 S.F. (9%) IMPERVIOUS AREA: EXISTING CONDITIONS = 102,802 S.F. (57%) PROPOSED DEVELOPMENT = 118,483 S.F (66%) WATERSHED: NORTH FORK RIVANNA (BELOW WATER INTAKE) MEDICAL DENTAL OFFICE BUILDING: TRAFFIC (TRIP GENERATION) PER ITE, 8TH EDT. LAND USE CODE 720: MEDICAL OFFICE BUILDING DAILY: 1470 VPD AM PEAK: 95 VPH PM PEAK: 130 VPH 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES UPPER STATION- LOWER STATION -4' = LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK HEALTH SERVICES CARE CENTER @ PROFFIT ROAD RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA PRELIMINARY SITE PLAN EXISTING L11 PAVEMENT PROPERTY LINE SANITARY SEWER WATER LINE tIE-- POWER LINE U DENOTES UNDERGROUND U. G.:-- ELECTRICA LINE - 0 DENOTES OVERHEAD UAS- GAS LINE E • CULVERT OR STORM SEWER PIPE FIRE HYDRANT s- -774-- EXISTING CONTOUR ELEVATION 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. 0 VICINITY MAP Scale: 1" = 20100' BEFORE YOU DIG (CALL 1-800-552-70011 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOME OWNER: MARTHA JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (434)-982-7016 CONTACT: MICHAEL R. SPATZ EMAIL: michael.spatz@mjh.org ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782-1903 FAX NO. (804)782-2142 E—MAIL rmckinney@rkkenglneers.com ATTN. : RACHAEL McKINNEY, EIT SHEET NO. 1 OF 12 2 OF 12 3 OF 12 4 OF 12 5 OF 12 6 OF 12 7 OF 12 8 OF 12 9 OF 12 INDEX TITLE COVER SHEET GENERAL NOTES & TYPICAL DETAILS EXISTING CONDITIONS PLAN DEMOLITION & TREE SAVE PLAN EROSION CONTROL NOTES AND DETAILS INITIAL EROSION CONTROL PLAN OVERALL EROSION CONTROL PLAN LAYOUT PLAN UTILITY PLAN W Z W 0 U Z D 0 U W d I w W Z L0 0 N 0 N W \ O 0 Z to uOLaJ J ~ CL o W WLi N 0 6 w LL - ww 0 cn a z F— BU Q LJ z Z w 0 0 0 10 ck w LLJwcy- UL'- :MWw M Q z a w_ I— H of Q Q 0- 0 w J NQ Z H— w 2 n rn M N w O W Z W Q W w Z .. U W j U U Cs1 IA F O J z moo 0 0 O 0) O 00 M 0 0 10 OF 12 GRADING & DRAINAGE PLAN o 0 11 OF 12 STORMWATER QUALITY PLAN N N 12 OF 12 STORMWATER QUANTITY PLAN N J LL -1 LANDSCAPE PLANLu LL -2 LANDSCAPE PLAN W i SL -1 SITE LIGHTING PLAN M w O APPROVALSQ O N DATE DEPARTMENT OF COMMUNITY DEVELOPMENT Q U PLANNER / ZONING W ' ENGINEER INSPECTIONS ARB En w LA JDEPARTMENTOFFIRERESCUE4- aFIELDSURVEYSOURCE:ALBEMARLE COUNTY SERVICE AUTHORITY BOUNDARY AND TOPOGRAPHY AND BENCHMARKSM VIRGINIA DEPARTMENT OF TRANSPORTATIONPROVIDEDBYOWNERPERROGERW. RAY & 0 ASSOCIATES, INC. DATED FEBRUARY 18, 2009. HEALTH DEPARTMENT y U SDP 2009-00034 W PROPOSED LEGEND ASPHALT PAVEMENT 0---- SANITARY SEWER LINE WATER LINE STORM PIPE A DRAINAGE STRUCTURE NUMBER 1---174,1 PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB FIC DENOTES FACE OF CURB MEASURED TO BACK OF ANY ROLL FACE CURB) BIC DENOTES BACK OF CURB NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES UPPER STATION- LOWER STATION -4' = LENGTH) 3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK HEALTH SERVICES CARE CENTER @ PROFFIT ROAD RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA PRELIMINARY SITE PLAN EXISTING L11 PAVEMENT PROPERTY LINE SANITARY SEWER WATER LINE tIE-- POWER LINE U DENOTES UNDERGROUND U. G.:-- ELECTRICA LINE - 0 DENOTES OVERHEAD UAS- GAS LINE E • CULVERT OR STORM SEWER PIPE FIRE HYDRANT s- -774-- EXISTING CONTOUR ELEVATION 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTOR FOR THIS CONSTRUCTION ACTIVITY. 0 VICINITY MAP Scale: 1" = 20100' BEFORE YOU DIG (CALL 1-800-552-70011 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOME OWNER: MARTHA JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (434)-982-7016 CONTACT: MICHAEL R. SPATZ EMAIL: michael.spatz@mjh.org ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782-1903 FAX NO. (804)782-2142 E—MAIL rmckinney@rkkenglneers.com ATTN. : RACHAEL McKINNEY, EIT SHEET NO. 1 OF 12 2 OF 12 3 OF 12 4 OF 12 5 OF 12 6 OF 12 7 OF 12 8 OF 12 9 OF 12 INDEX TITLE COVER SHEET GENERAL NOTES & TYPICAL DETAILS EXISTING CONDITIONS PLAN DEMOLITION & TREE SAVE PLAN EROSION CONTROL NOTES AND DETAILS INITIAL EROSION CONTROL PLAN OVERALL EROSION CONTROL PLAN LAYOUT PLAN UTILITY PLAN W Z W 0 U Z D 0 U W d I w W Z L0 0 N 0 N W \ O 0 Z to uOLaJ J ~ CL o W WLi N 0 6 w LL - ww 0 cn a z F— BU Q LJ z Z w 0 0 0 10 ck w LLJwcy- UL'- :MWw M Q z a w_ I— H of Q Q 0- 0 w J NQ Z H— w 2 n rn M N w O W Z W Q W w Z .. U W j U U Cs1 IA F O J z moo 0 0 O 0) O 00 M 0 0 10 OF 12 GRADING & DRAINAGE PLAN o 0 11 OF 12 STORMWATER QUALITY PLAN N N 12 OF 12 STORMWATER QUANTITY PLAN N J LL -1 LANDSCAPE PLANLu LL -2 LANDSCAPE PLAN W i SL -1 SITE LIGHTING PLAN M w O APPROVALSQ O N DATE DEPARTMENT OF COMMUNITY DEVELOPMENT Q U PLANNER / ZONING W ' ENGINEER INSPECTIONS ARB En w LA JDEPARTMENTOFFIRERESCUE4- aFIELDSURVEYSOURCE:ALBEMARLE COUNTY SERVICE AUTHORITY BOUNDARY AND TOPOGRAPHY AND BENCHMARKSM VIRGINIA DEPARTMENT OF TRANSPORTATIONPROVIDEDBYOWNERPERROGERW. RAY & 0 ASSOCIATES, INC. DATED FEBRUARY 18, 2009. HEALTH DEPARTMENT y U SDP 2009-00034 W GENERAL NOTES 1. EXISTING UTILITIES THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND 10. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, THE N.OA.A. ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY 11. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND SPECIFICALLY NOTED OTHERWISE ON THE PLANS. PROTECTION CENTER ("MISS UTILITY') AT 1-800-552-7001 AND, AT HIS OWN 12. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES A VIRGINIA CERTIFIED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER UPON BY THE OWNER IN WRITING. COPIES OF ALL SITEWORK CUT SHEETS ARE TO IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON BE FURNISHED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL SHALL BE LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH PROVIDED TO ENGINEER FOR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE STAKES, HUBS, ETC. DESTROYED REVIEW TO BE BORNE BY CONTRACTOR. WILL BE REPLACED AT THE CONTRACTORS EXPENSE THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC GENERAL WATER & SEWER CONDITIONS WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE OF WORK ON THE PROJECT. CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE 2. MATERIALS AND WORKMANSHIP START OF THE WORK. ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILYLATESTEDITIONSOF: LL VIRGINIA DEPARTMENT OF TRANSPORTATIONS "ROAD DESIGN SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL STANDARDS" AND "ROAD BRIDGE SPECIFICATIONS". ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. B) APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE GENERAL. WATER C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. COMMONWEALTH OF VIRGINIA AND OOSHA. 5. THE CONTRACTOR SHALL BE RESPONSINBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001). 3. DEVIATION FROM PLANS 6• ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT ONES, SERVICE LATERALS APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. AND WATERLINES, ETC. 4. CLEARING AND GRUBBING 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS A FUTURE EXTENSION OF THE LINE. B. ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT GENERAL CONSTRUCTION NOTE S THE IMPROVEMENTS SHOWN ON THE PLANS. C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF ALBEMARLE COUNTY ENGINEERING IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. 1. PRIOR TO ANY CONSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTANED FROM THE VIRGINIA DEPARTMENT OF INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHT TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS DISTANCE AT EACH INTERSECTION OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 5. TOPSOIL STRIPPING 2. ALL MATERIALS AND CONSTRCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL OF V.D.O.T. UNLESS OTHERWISE NOTED. AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVEDTHETOPSOILFROMTHESITEATOWNERSDIRECTION. EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 6 GRADING CONSTRUCTION. A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE THAN 10. IN SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING CONTROL DEVICES. AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES. C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR DENSITY AT OPTIMUM MOISTURE +-2% UNLESS SPECIFIED OTHERWISE ON THE 1.a.'! PLAN. NOTE: D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY PROVIDE POSITIVE DRAINAGE AT ALL TIMES. 5' AND EXPANSION JOINTS AT NO MORE THAN 20' INTERVALS. E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND JOINT SEALING JOIMATERIALNG VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS TO MATERIAL PROVIDE THE BEST POSSIBLE SIGHT DISTANCE VARIES FACE OF F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) CURBIN 5" C N RETE BROOM FINISHEDQ BUILDING WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD 0.25 :1 MIN. CONDITIONS WARRANT. 1' 7. DRAINAGE STRUCTURES AND MINOR EXCAVATI ISOLATION JOINT W/ 0.5" A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER NEWPAVEMENT COMPACTED W/0.5 -THICK PREFORMED JOINT FILLEROF1FOOTANDBEMADEOFTHEMATERIALSPECIFIEDONTHEPLANS. IF SUBGRADE- THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL 4" GRANULAR FILL HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. A% • 0.5" THICK PREFORMED JOINT FILLERB. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. SIDEWALK D ETAI LANDTHEFOLLOWINGCRITERIA: 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR NO SCALE OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE NSHALLBESELECTMATERIAL, FREE FROM FROST, LARGE CLODS, STONES, W N M AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM RLACE. B' cK. V: " WITNESS POST PAINTED MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE GLUETtI INDICATE VALVE LOCATION AS DIIfECTEt).:MABICER LOCATrON MAY BE° SUBJECT ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. y TO HIGHWAY WA[;TMENT APPROVAL. 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED FUSHED: GRADEGOVERNMENTALAGENCYTHEMATERIALTAKENFROMTHEDITCHISNOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE I I I • IlOJU5TA8LE VALVE 80X LID BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED 11 BINQMAM dd' TAYLOR fIG:,ND, 4905 AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE ( +TYPE) OR APPROVED Et uAL INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE 3 a FOUNDATION MATERIAL IS ENCOUNTERED • 8. BASE AND PAVEMENT ITEMS A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. --- M.J.GATE VALVE B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECT- _ FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND WATER LINE APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY OFFICIALS AND THE OWNER. 1= 2500 P.s.I. ' . D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED coNc6ErE a , 2'r 2' BEARINQ AREA. BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS TaiRUsr &c0CK 4 f ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. E. WHEN LOCAL BASE MATERIAL (TYPE II) IS PROPOSED FOR ROAD BASE, IT a SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION, NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS. 9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE TYPICAL GATE VALVE CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS NTS NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE FIG. w -s CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTORS EXPENSE). 2" FM -12.5A ASPHALT 7-793MM16" VDOT #21-B STONE 44--UBGRADE TO BE COMPACTED I195% STD. PROCTOR DENSIT 2t OPTIMUM MOISTURE PAVEMENT DETAIL 'A' NO SCALE ( DRIVE AISLES) 2" FM -12.5A ASPHALT z 41 4" BM -25 101, 8" VDOT STONE SUBGRADE TO BE COMPACTED 0 95% STD. PROCTOR DENSITY 2t OPTIMUM MOISTURE PAVEMENT DETAIL 'B' NO SCALE (MAIN DRIVE ACCESS)I 7" AIR ENTRAINED 3000 PSI CONCRETE WITH W4.OxW4.0, 6"x(6" WELDED WIRE FABRIC CRUSHED AGGREGATED BASE COURSE VDOT# 21B COMPACTED SUBGRADE CONCRETE PAVEMENT__ _DETAIL NO SCALE HANDICAPPEDD PARKING PRECAST CONC. NEW BITUM. CONC. CURB STOP PAVEMENT 7.5" 71 8 ANCHOR BARS 1' I 2.5' I 2.5' 11' CONCRETE CURB STOP DETAIL NO SCALE 10' PER 10' RAMP DOWN PLAN RAMP DOWN CROSS SECTION LCG-2/6 (TYP.) OR MONOLITHIC POUR SIDEWALK CURB HP CUR CUT 5" 8*9 \ "+ CQNCRUE .'SIIIEWAL PLAN' PLAN HANDICAPPED ACCESS (HP CURB CUT) NO SCALE NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN MAXIMUM 2% GRADE IN ANY DIRECTION IN PARKING AREA. ALSO THE MAXIMUM ALLOWABLE CROSS SLOPE OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2%. HANDICAPPED SPACES SHALL BE IDEENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY HANDICAAPPED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FOUR (4)) FEET ABOVE -GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE-GRADEE. HANDICAPPED PARKING SIGN USE "VAN" ACCESSIBLE !SIGN WHERE DESIGNATED ON PLANS) f- CUFRB & GUTTER NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILE THREADS WHICH IS Q OR APPROVED EQUAL THE LOCAL STANDARD. 1 f4LENGTH OF BRANCH VARIES 2 70') MIN 2' TO 10' 2 7 CU. F.T. ta" ALVE 80 IGRAVEL j 6' GATE3aMIN :: I . VALVEr , • 1 8X 6' 1 TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE N SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN -J A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED OR ASPHALT COATED 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shall be installed at locations where weep holes are above the prevailing groundwater elevation. If required to be in vet areas, the weep holes shall be plugged and the hydrant shall be pumped dry. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. Effective August 18, 2005 FIG. W-4 1 2" RADIUS CONC. TO BE CLASS A-3 c - IF CAST IN PLACE, aoSURFACE CLASS A4 IF PRECAST BASE 45` Max A - 4'S 1 PLUG i I •. f I J I 2 t 1 A 1 1 FOR ALL SENDS FOR TEE OR WYE TTIN(} 011 wIGEN TRENCH TO ACCOMUODATE ANCHOR IF aEcurtED. BEDDING AS REQUtREO MIN T T SECTION 1-1 SECTION 2-2 1. THRRUST BLOCKS ARE REOUPW WHENI ER INE PIPELINE : CHANCES WRECTION, CHAN 81 M DEAD CWS AND AT VALVES. 2 USSE 2300 P.SJ1 CCNCKTE. 7. NO) IMNONC E SHALL BE POURED ON ANY PART OF 1W JOINT. 4. THOE CONSULTING EN"EER W "'BEE RESPONrlI M TO TWE VWy THE TYPE s SIZE OF ALILL THRUST BLOCKS CONCRETE THRUST SLQCK5 NIS FIG. W -a PPPE OEOREE BEND ME'NSTONS VOL. TER A!0) PLUCS VOL. 99RE OF FE1:Y CU.Yfl. CU.YD. L H T L T OD 250 2.50 3.Ot Q,Z4 4'{` t 6' 46 2.00 225 Z.6d 0.tb t,00 L?A i.a0 ala221/2 1.50 2.D0 2.62 ato 1/4 1.30 zoo a.ao ala D 3.66 5.116 3.21 au 45 2.66 2.66 2.77 026 21 i/2 1.66 216 >:.6Q 0.13 3.14 2.01 2.9E 0.32 11 1/4 1.aa Z16 3:07 0.13 00 4.e3 3.83 3:42 0.03 10Y ! 12" 45 3.33 3.SB 3.96 0.43 & Il ll oeall 91 S NOTEWI•HITEINTTEDTtL4" a EffiE.gSEffiiFdSf INEES NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILE THREADS WHICH IS Q OR APPROVED EQUAL THE LOCAL STANDARD. 1 f4LENGTH OF BRANCH VARIES 2 70') MIN 2' TO 10' 2 7 CU. F.T. ta" ALVE 80 IGRAVEL j 6' GATE3aMIN :: I . VALVEr , • 1 8X 6' 1 TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE N SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN -J A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED OR ASPHALT COATED 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shall be installed at locations where weep holes are above the prevailing groundwater elevation. If required to be in vet areas, the weep holes shall be plugged and the hydrant shall be pumped dry. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. Effective August 18, 2005 FIG. W-4 1 2" RADIUS CONC. TO BE CLASS A-3 c - IF CAST IN PLACE, aoSURFACE CLASS A4 IF PRECAST BASE 45` Max A - 4'S 1 PLUG i I •. f I J I 2 t 1 A 1 1 FOR ALL SENDS FOR TEE OR WYE TTIN(} 011 wIGEN TRENCH TO ACCOMUODATE ANCHOR IF aEcurtED. BEDDING AS REQUtREO MIN T T SECTION 1-1 SECTION 2-2 1. THRRUST BLOCKS ARE REOUPW WHENI ER INE PIPELINE : CHANCES WRECTION, CHAN 81 M DEAD CWS AND AT VALVES. 2 USSE 2300 P.SJ1 CCNCKTE. 7. NO) IMNONC E SHALL BE POURED ON ANY PART OF 1W JOINT. 4. THOE CONSULTING EN"EER W "'BEE RESPONrlI M TO TWE VWy THE TYPE s SIZE OF ALILL THRUST BLOCKS CONCRETE THRUST SLQCK5 NIS FIG. W -a PPPE OEOREE BEND ME'NSTONS VOL. TER A!0) PLUCS VOL. 99RE OF FE1:Y CU.Yfl. CU.YD. L H T L T OD 250 2.50 3.Ot Q,Z4 4'{` t 6' 46 2.00 225 Z.6d 0.tb t,00 L?A i.a0 ala221/2 1.50 2.D0 2.62 ato 1/4 1.30 zoo a.ao ala D 3.66 5.116 3.21 au 45 2.66 2.66 2.77 026 21 i/2 1.66 216 >:.6Q 0.13 3.14 2.01 2.9E 0.32 11 1/4 1.aa Z16 3:07 0.13 00 4.e3 3.83 3:42 0.03 10Y ! 12" 45 3.33 3.SB 3.96 0.43 & 6„ SUBS V.D.O.T. STD. CG -2 NO SCALE Top Mew d" MINIMUM Authority. TYPICAL THRUST BLOCK IN PILL AREA NTS no, 4" MMMMl1M s" MiNOAiJM 4,1r T Il ll oeall a EffiE.gSEffiiFdSf E 1 DE21[5i l5xi im`L 4.OD 263 0.52 221/2 2.33 z.ab 2.B6 a24 11 1 /4 1.a.'! 2:33 2.ti4 0.18 6„ SUBS V.D.O.T. STD. CG -2 NO SCALE Top Mew d" MINIMUM Authority. TYPICAL THRUST BLOCK IN PILL AREA NTS no, 4" MMMMl1M s" MiNOAiJM 4,1r T 5144 VteAll CerURootioo of fQAi awnllavUon nMhYid Cgivonizsd 5to Wit r 14 (mM 3' mtn. ponotrotion i ao0 , Or Of sVproveE Sarvrce w3 -a FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12" NOto PARKING FIRE LANE N REFER TO THE VIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCED DEVICES FOR STREETS AND HIGHWAYS SIGN COLORS: J RED LETTERS &BORDER ON A WHITE REFLECTORIZED BACKGROUND LETTERS: j TWO (2) INCH "C" YELLOW CURB MARKINGSERIES FIRE LANE DESIGNATION DETAILS NO SCALE 6" 2' - 0" 2" 3000psi AIR 2" RADIUS ENTRAINED CONCRETE I • A. a A. NO SCALE B' SM ANANCHOR ON CENTER LINE FOR BENDS 10" THROUGH 12` USE 2 STRAPS ON BINDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOMM. /• 4" #57 STONE BEDDING V.D.O.T. STD. CG -6 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS Of 91TUTAIN OUS PAINT. CHART Il ll oeall a 5144 VteAll CerURootioo of fQAi awnllavUon nMhYid Cgivonizsd 5to Wit r 14 (mM 3' mtn. ponotrotion i ao0 , Or Of sVproveE Sarvrce w3 -a FIRE LANE LOCATIONS SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE PLAN. YELLOW CURB MARKING AND APPROVED SIGNS, POSTED AT 75' TO 100' INTERVALS ARE THE STANDARD MEANS BY WHICH TO DELINEATE FIRE LANES. 12" NOto PARKING FIRE LANE N REFER TO THE VIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCED DEVICES FOR STREETS AND HIGHWAYS SIGN COLORS: J RED LETTERS &BORDER ON A WHITE REFLECTORIZED BACKGROUND LETTERS: j TWO (2) INCH "C" YELLOW CURB MARKINGSERIES FIRE LANE DESIGNATION DETAILS NO SCALE 6" 2' - 0" 2" 3000psi AIR 2" RADIUS ENTRAINED CONCRETE I • A. a A. NO SCALE B' SM AN ANCHOR ON CENTER LINE FOR BENDS 10" THROUGH 12` USE 2 STRAPS ON BINDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOMM. /• 4" #57 STONE BEDDING V.D.O.T. STD. CG -6 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS Of 91TUTAIN OUS PAINT. CHART Il ll oeall EffiE.gSEffiiFdSf E 1 DE21[5i l5xi im`L Pte RTICAL BLOCKING 3" THREAD STEP, PIPE 8 iw Gros Ar bQM STANDARD Tt OF 7'C AN BOLTS mk, 1=611a UPPERN VERTICAL tcts FIG. 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B/ II -5d. / / ® \ \ \ = O' / / 1 / 4 13 10G IAO ebi \ "I ti 0' = F- WPG+1 4C.*O5j a3c' \ `\ ' F•- PLE, PsmE CLI \ \ \'' / / F— I/ / I l / P A V H E N T c ata wb a°.+ / / \ M 1 / i \\\\ ,. 7, a% 10, IIkI + jag / ,t I I we /PROPANE \ \\ _ \\ / i / t I 163 Og i ,- ^ Jl 1 -STORY & METAL I / TANK _ \ / / 1 \ /u, ,' -/ . \ BUILDING I r \ / ' 1 '/ \ , ' O4Q TAX MAP I.O. +It I zO / / ` / w' I I 1 r - . ' M aal+ m / \ , T MtT / / \ / 1 1 1 O 3, / 032A-02-00-OO1A0 I I / / \ / ¢¢ / 1 sv i 1 T,S27.95D. B. 1415, PG. 057 same FF' 4. 1300 AC. W l / / ` , 1 1 1 _ ` + ,zm Y OIlI /I w / / \ / I 1 1 s, :e D BENCH MARK SET ' ZONE: HC < , qb \ ' ' . , O W Q OOpRRaPRIKEINBASEOF \ / / 1 AaM I n I / I / 5 , / / / / / , 3 ` * 1 Q, / / ,,.. Z [ vp: 539..91 I 1 I I Lo / / / I / I 1 / , LI; — U l / /i / / 1 m . M 1 / i 1 / W m 326 LIGHT POLE / 3 . 1 Z Q = O TX PROFFI 0 W V U FIRST °324 p, MAP I T ROAD \ a' psNE / ° / I/ / / / FIRST O32qX MAP FIT RO `. VIgGINI02'00- O' \\ • oA+ tE / / / / - I / Vlgsl `02,0 I.0 AD \ ao ® / / I , (` 1 AO.8 68A BANK -0100 to / / // // 'e• eIA eAH 00100 \ {' -1 '' .1/ j / / / / ' 30 1 a`"'" 1 Cy 2pNE•gg PB E RIO p` / / / / / %/j IONf799 p81UF q . I ` w. / / / / Pi.' N O NC AT GE T°R°PaPelse. \ A v E 6 p / / / / / A, / MC At IOGE , / M. Appppp( I 0' M MMi / / i , / / / Vm Br VIA STORMR 9 Arm 9(/jkOjNG \ e' ' / / / A / / / / // / Oft RICK / ' / > / \ - o 10 ALI& 3' / / / Gbh / ` o°o oti0` y'? 00, JQ o 4 pZ/° O p 4v OJ jZ2 / I I / '' ' Q Q °1, ,A,- NOTES: \ \ \ 3' / i^Q}° JOQ'/ A4I ,v` O'' o \ as 2 ,LpJ ,h. \ / `; ^ QQh ? OWNER: MARTHA FF.ERSON HOSPITAL A, / \ / 0G`'tiOh1. ` - b \ O gJP h 00 / W Ni6EGALREFERENCE: D.B- 4415-P 57 & D.B. 661-P 74iAIsb %4 P 2. TAX MA PARCEL 2-1A \ \ \ \ '/ \ \ \ \ ° O S / / 1 `` a / / 0 Ch Q 3. AREA: 180,044-- S T. 4. NO DETERMINATION MADE TSE EXISTANCE OF UVDERGROUND UTILITIES. I \ L Z \ / / h \ j \ + \ `` \.,/ / Q 5. BENCHMARK: US COAST AND GEODETI VEY 2155 t' p0 . \ BOUNDARY & TOPOGRAPHIC SURVEY A STANDARD DISK STAMPED "Z 155 RESE 9y6" AND SETA` \ 0 Q pO ' °"pOD, A Z \/ o ' S TRACT 2 \ ` \ `\ / (D —, zTOPOFACONCRETEPOST. coom— LOCATED ON U.S. RT . 29 & ST . RT . 6, 1 ray LOCATED AT THE INTERSECTION OF U.S. RT. A RT. 649 \ I ~ / 12.4' SE OF THE SW CORNER OF CRENSHAW'S ARAGE; \ 'i RIVANNA DISTRICT = ~ 45.5' WEST OF THE NW CORNER OF GREENTOP MOTEL, STgT \ V ALBEMARLE COUNTY, VIRGINIA AND 46.5' NE OF THE CENTERLINE OF ST. AT. 649, \ A/ FS / / Tf RAND85.5' NW OF THE CENTERLINE OF THE B.B.L. OF U.S. RT. 29. /cjc 1 ` pG t FOR \ \ 11 c 6ELEVATION -552.708' / c ANITARY MN \ Ro \ . • I ' N.T. fiRINKMAN, INC. \ P6. TRACT 2 IS SUBJECT TO THE FOLLOWING• T'5m G '4O D, 9 RO \ \ A. 15' GAS LINE EASEMENT TO CITY F CHARLOTTESVILLE INI7'e tttU DATE: 2-19-1996 0 B. EASEMENTTOCENTRAL TELEPHON COMPANY OF VIRGINIA 046 MAP I \ s 525 PEAT \ \ CONTOUR REVISED DINTERVALL-i 6 VERTICAL DATUM: Usc&GS OgseX Mqp \ n1 q D.B. 561-58 / 114-Z,-00-00 ,D \ \ 04-Z' 4-0'4 I.1) \ C. VEPCO R/W D.B. 297-514 Pq N LI pO400 \ ( / pN OO'004 0 2pNf• q FqH1TEp \ 649 2ON ggTNF IMITF Op 7. TRACT EASEMENTS TO VIRGINIA TErEPHONE I& TELEGRAPH COMPANY D.B. 273-150 OMM6q IA \ \ \ / _ 1 \ / e COMMfR q0 D.B. 271-502. 1 / J / C \ \ aB. EASEMENT TO VEPCO D.B. 269-441. \ / R9GF N. RAY 6 ASSOC.. INC. 1 / 'iS / CHARL'OiZE\ILLE, VIRGINIA / Q) 10750 y C 1996 EXISTING CONDITIONS CURRENT EXISTING CONDITIONS 06X A a PHASE I m Z g 50 0 50 100 N 3 SCALE IN FEET SDP 2009-00034 W a» . Q i F IFN NCE, FENCE • » PAVED WALT. 540.42' - _ l *,\/ i.rlhL,` _ 40y y 0 /q " tU .0 I.L.t.L: i y r r CL 1 . sh n} ; f x- \ '"'' `` ' ; V o // w w rrr I''S O 0 i W J na i .rte. / < / F V t .N' r - 1 r :yv,r/' P ` I !.l'•. tt 1,`C`` t `-.' 4S v !t qP co t C)o per• _. r/' f j .. Ma ! ° ° j /",. , r'. i 2 C/ j o vV! v LL Qi • - ns \ CMO t i 'Cs inw 0 w i • "--• : /' Yf R f \ a. 00 i w CL I s of D. CL' W 11, \,2 Ix rQ,1 p t ` i 1 ; 1 \ It /' ` t \ °1 ` - r_. ( :M r . ' ° ° • f IL jj g C 1 t ""r"'. .`^`!j "'.' \i l • , ` t. n Irr ° r__`• •'•f' Ai / . / < 9 ;_ -_. ...._._._..,. ....... ..._... _. .. .... ..._ 1 t)v' \ \1 \ ` a • • • "'`; _'. r v) j 1\ j •iii f i4 M j I co t 410 itr'' ,--' ° • ' e. fit l f a l • t r' ~ i a \ ' f, " 7 c, / I / MO j r , G G / SP`., Am to 5I\,, SIE - v iti cry Ire OF / G s 40 ` i ``_ // M CD NS 1 ( 30 Ogg1 W Now// NI.,,_R P01 \ _ = — __ i _ -- _ . _ __ C Ii 6 GUTTE R SPRIKE 1N BASE 04" R__ DEMOLITION NOTES: I / KEY QTY BOT NICAL NAME COMMON NAME 1. ALL EXISTING UTILITIES (I.E. WATER SEWER SERVICES, METERS, POWER A Ulm Parvifolia Dynasty Elm POLES, STORM EWER LINES & INLETS, TELEPHONE, GAS, ETC.) NOT USED , l t `, ` / / % iy _" F61 SnVICE SHALL BE ABANDONED AT THE MAIN ALL COSTS ASSOCIATED, / B Zelkdva-serrata ___._ __ ._ ___ . __Greb %ase Zelkova C Acer ubrum Red Sunset Maple WITH THE ALTERNATION OF THE UTILITIES WILL BE THE RESPONSIBILITY OF D Syring:a reticulata Japanese Tree Lilac THE CONTRACTOR. E Acer accharum Sugar Maple 2. ON-SITE EXISTING GRAVEL, ASPHALT, AND CONCRETE PAVING *IS -,TO BE r \ l F Ilex o pace Greenleaf holly REMOVED AS SHOWN. R , G Pinu nigra Austrian Pine 3. THE CONTRACTOR IS TO REVIEW LAYOUT AND ING P FOR MORE H --- -------------- ---------- SPECIFIC INSTRUCTIONS REGARDING D E MOLITK31 H E l`44 111,E 1l / .- J Prunus serrylate Rosy Cloud Cherry 4. THE CONTRACTOR SHALL NOT LEAVE ANY OPEN HOLES OR TRENCHES 1 * •m ` / 3/ ' y r" r ` ` K Ilex cornuta Dwarf Burford Holl w \ vyOVERNIGHTWITHIN100OFTHEEDGEOFTHEEXISTINGPAVEMENT. L Spires bumalda Crisps LeafSplrea 5. ADEQUATE PEDESTRIAN PROTECTION SHALL BE PROVIDED. M Juniperus chinensis Nick's Compact Juniper 6. ENTRANCES SHALL BE BLOCKED TO TRAFFIC USING STANDARD VIRGINIA WORKNAzaleasPleasantWhite P Taxus baccata re andens Dwarf Yew PROTECTION DEVICES -SIGNS AND METHODS. R Ilex crenata Helleri Holly NOTE: iSIlexattenunataFostersHolly1. RELOCATION OF EXISTING ELECTRIC TELEPHONE SHALL BE STRICTLY COORDINATED T / Acer almatum Japanese Maple \ P P P WITH DOMINION POWER AND VERIZON OR SPECIFIC PROVIDER. A MINIMUM 30 DAYS; U Nandina domestica Firepower Nandlna - l\ _ \ 4k ---' V Hemerocallis Repeat Blooming Daylilly PRIOR TO ANY CONSTRUCTION/DEMOLITION ACTIVITIES THAT COULD DISTURB ANY W S irea japonica Princess S area POWER/ COMMUNICATION TRANSMISSION. X Cotoneastersalicifollus Willowleaf Cotoneaster 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED DEMOLITION PERMITS AND/OR EROSION \%< - Y Vinca Minor " \ \\ \ Periwinkle CONTROL PERMITS AND PROVIDE ANY MEANS AND METHODS REPORTS AND UST Z Cotoneas lagerstroemia Nachez Crepemyrtle REMOVAL AND/OR "HAZMAT" REMOVAL TEST/REPORTS PRIOR TO BEGINNING OF NS llex x. Nellie Stevens Nellie Stevens Holly WORK DW Cornus florlda White Dogwoodg 3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, BOTH HORIZONTIALLY ANDBPPyrusCalleryanaBradfordBradfordPear WP Pinus strobus White Pine VERTICALLY. CONTRACTOR SHALL COORDINATE THE ABANDONMENT/RELOCATION OF CR Cryptomeria japonica Japanese Cryptomeria ANY UTILITY WITH THE APPROPRIATE UTILITY COMPANY. EXTREME CAUTION WILL BE TAKEN NEAR ANY LIVE UTILITY ESPECIALLY GAS AND ELECTRIC UTILITIES. s € V) H w o v Z D Yti O a W 0 > ZW of LL. o N W '- Y0Q Z D WJ ^ H CL D F i W J O W U_ Q (V 1 = O V .. LLJ ` t N N F Z w w LL Q Cr LA Zti \ Lv 0 0 F A (a)0 w L.'Yv Q 0 LTJ W I— - Q Z Z Z W LL! 0 0 U La.l W LLJ wi LAJW LL- d W U w z a 0 LLJf F [ Q CL F— LLJ 0 0 E 0 O O YI O W Z 0 W Q Y 00 F- 0 W M o w U U r0Cti rn J 4 Z i O 0 0) r' tiNN N 4 Y OC kL. 0' N SON W IX N 73 w a cc 0 U N 20 0 20 40 0 SCALE IN FEET SOP 2009-00034 W GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SILT FENCE NOTES Silt fence and filter fabric must be entrenched. Post for silt fences shall be either 2.5 x 2 inch diameter wood or 1.25 pounds per linear foot steel with a minimum length of 5 feet. Steel post shall have projections for fastening wire to them. Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 42 inches in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches. Post shall be spaced a maximum of 10 feet apart at the barrier location and driven securely into the ground (min. of 12 inches) when extra strength fabric is used. Without the wire support fence, post shall not exceed 6 feet. When extra strength filter fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the post. Sediment must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared and seeded. Under no circumstances should silt fence be constructed in live steams. Silt fence shall be removed upon completion of the project. E & S UTILITY NOTES All excavated material is to be place on the uphill side of trench. All storm and sanitary sewer lines not in streets are to be mulched and seeded within 7 days after backfill, no more than 500 feet are to be open at one time. Construction access roads shall be located on the uphill side of the trench or over the trench whenever possible. All construction discharge water shall be adequately filtered to remove silt prior to discharge into waterways and wetlands. All streams crossing and stream diversions require environmental approval prior to any instream construction (see IN -STREAM NOTES). SEEDING NOTES All stabilization/seeding will be accomplished in accordance with the Virginia Erosion and Sedimentation Control Handbook. Any disturbed area not paved, sodded, or built upon, will have a minimum of 80% vegetative cover prior to final inspection, and in the opinion of the Environmental Engineer will be mature enough to control soil erosion satisfactorily and survive severe weather conditions. Stream diversion areas, waterways, banks and related areas will be seeded and mulched immediately after work in watercourse is completed. In no case shall wetland areas be reseeded with any species of fescue. Winterization - any disturbed area not paved, sodded or built upon by October 15 is to be seeded and mulched on that date unless waived by the Environmental Temporary seeding will be applied within 7 days to denuded areas which may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. For temporary seeding use 50% of the recommended rates of fertilizer, lime and full amount of seed and mulch required for regular seeding. Electric power, telephone, and gas supply trenches are to be compacted, seeded and mulched within 7 days after backfill. All temporary earth berms, diversions, and silt dams are to be mulched and seeded for vegetative cover immediately after grading. Straw or hay mulch is required. The some applies to all stockpiles, on site as well as soil intentionally) transported from the project site. LIME AND FERTILIZER Lime and fertilizer needs should be determined by soil tests. Soil tests may be performed by the Cooperative Extension Service Soil Testing Laboratory at VPI&SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing Laboratory is available from county extension agents. Under unusual conditions where it is not possible to obtain a soil test, the following soil amendents will be applied: Lime Piedmont and Appalachian Region: 2 tons/acre pulverized agricultural grade limestone 90 lbs./1000 ft?). Note: An agricultural grade of limestone should always be used. Fertilizer Mixed grasses and legumes: 1000 lbs./acre 10-20-10 or equivalent nutrients (23 lbs./1000 ft?). Legume stands only: 1000 lbs./acre 5-20-10 (23 lbs./1000 ft.2) is preferred; however, 1000 lbs./acre of 10-20-10 or equivalent may be used. Grass stands only: 1000 lbs./acre 10-20-10 or equivalent nutrients, (23 lbs./1000 ft? ). Other fertilizer formulations, including slow-reldbse sources of nitrogen (preferred from a water quality standpoint), may be used provided they can supply the some amounts and proportions of plant nutrients. corporation - Lime and fertilizer shall be incorporated into the top 4-6 inches of the Boll by discing or other means whenever possible. For erosion control, when applying lime and fertilizer with a hydroseeder, apply to a rough, loose surface. EROSION CONTROL MEASURES GENERAL DESCRIPTIONS TEMPORARY STONE CONSTRUCTION ENTRANCE: A stone pad, located at points of vehicular Ingress and egress on a construction site, to reduce the soil transported onto public roads and other paved areas. SILT FENCE: A temporary sediment barrier constructed of posts, filter fabric and, in some cases, a wire support fence, placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable where sheet and rill erosion or small concentrated flows may be a problem. Maximum effective life of 6 months. STORM DRAIN INLET PROTECTION: The installation of various kinds of sediment trapping measures around drop inlets or curb inlet structures prior to permanent stabilization of the disturbed area; limited to drainage areas not exceeding one acre, and not intended to control large, concentrated stormwater flows. CULVERT INLET PROTECTION: A sediment filter located at the inlet to storm sewer culverts which prevents sediment from entering, accumulating in and being transferred by the culvert. It also provides erosion control at culverts during the phase of a project where elevations and drainage patterns are changing, causing original control measures to be ineffective. TEMPORARY DIVERSION DIKE: A ridge of compacted soil constructed at the top or base of a sloping disturbed area which diverts off-site runoff away from unprotected slopes and to a stabilized outlet, or to divert sediment -laden runoff to a sediment trapping structure. Maximum effective life is 18 months. TEMPORARY FILL DIVERSION: A channel with a supporting ridge on the lower side, constructed along the top of an active earth fill constructed in order to divert runoff away from the unprotected fill slope to a stabilized outlet or sediment trapping structure; applicable where the area at the top of the fill drains toward the exposed slope and continuous fill operations make the use of a TEMPORARY DIVERSION DIKE infeasible; maximum effective life is one week. TEMPORARY SEDIMENT TRAP: A small ponding area, formed by constructing an earthen embankment with a stone outlet across a drainage swale, to detain sediment -laden runoff from small disturbed areas for enough time to allow most of the suspended solids to settle out. Maximum effective life is 18 months. OUTLET PROTECTION: The installation of r1prop channel sections and/or stilling basins below storm drain outlets to reduce erosion and under -cutting from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below i outlets. RIP$AP: A permanent, erosion -resistant ground cover of large, loose, angular st installed wherever soil conditions, water turbulence and velocity, expected vegetati. cover, etc., are such that soil may erode under design flow conditions. ROCK CHECK DAMS: Small, temporary stone dams constructed across a drainage to reduce the velocity of concentrated flows, reducing erosion of the Swale or di Limited to use in small open channels which drain 10 acres or less; should not used in live streams. TOPSOILING: Preserving and using topsoil to provide a suitable growth medium f vegetation used to stabilize disturbed areas. Applicable where preservation or importation of topsoil is most cost-effective method of providing a suitable grow medium; not recommended for slopes steeper than 2:1 unless additional measure taken to prevent sloughing and erosion. TEMPORARY SEEDING: Establishment of temporary vegetative cover on disturbed a that will not be brought to final grade for periods of 30 days to one year by s, with appropriate rapidly -growing plants. PERMANENT SEEDING: Establishment of perennial vegetative cover by planting see. rough -graded areas that will not be brought to final grade for a year or more where permanent, long-lived vegetative cover is needed on fine -graded areas. TREE PRESERVATION AND PROTECTION: Protecting existing trees from mechanical other injury during land -disturbing and construction activity to ensure the surviva desirable tress where they will be effective for erosion and sediment control and other environmental and aesthetic benefits. DUST CONTROL• Reducing surface and air movement of dust during land disturb demolition or construction activities in areas subject to dust problems in order tc prevent soil loss and reduce the presence of potentially harmful airborne substan MANAGEMENT STRATEGIES 1. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures will be Installed as a first step in grading and will be seeded and mulched immediately following installation. 3. Temporary seeding or other stabilizaton will follow immediately after grading 4. Areas which are not to be disturbed will be clearly marked by flags, signs, 5. The job superintendent shall be responsible for the installation and maintenc of all erosion and sediment control practices. MAINTENANCE In general, all erosion and sediment control measures will be checked daily anc after each significant rainfall. The following items will be checked in particular 1. The sediment traps will be checked regularly for sediment cleanout. 2. The gravel outlets will be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged by sediment, it shall be remove and cleaned or replaced. 3. The silt fence barrier will be checked regularly for undermining or deteriora of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 4. The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. EROSION CONTROL NARRATIVE THIS PROJECT CONSISTS OF ADDITION OF A NEW 2 STORY 21,200 SF. MEDICAL OFFICE ADJACENT TO EXISTING 2 STORY MEDICAL OFFICE BUILDING WITH AN ACCESS DRIVE FROM STATE ROUTE 649(PROFFIT ROAD) AS WELL AS FROM LEAKE SQ.(PRIVATE RD.). APPROXIMATELY 4.15 AC. OF THE 4.13 AC. PROJECT AREA WILL BE DISTURBED DURING CONSTRUCTION. THE PROJECT IS LOCATED EAST ROUTE 29 (SEMINOLE TRAIL) APPROXIMATELY 300' NORTH OF STATE ROUTE 649(PROFFIT ROAD). CRITICAL EROSION CONTROL AREAS: THE FIRST MEASURE OF EROSION CONTROL WILL BE THE INLET PROTECTION AND THE PAVED CONSTRUCTION ENTRANCE. DUST CONTROL, IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL BE REQUIRED ON-SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED IN ACCORDANCE WITH STD. & SPEC. DUST CONTROL, IN THE LATEST VERSION OF THE VA EROSION AND SEDIMENT CONTROL HANDBOOK. General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. NOTE: ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE INO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESIULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NOTE: NO OFF-SITE ARIEAS WILL BE DISTURBED AS PART OF THIS PROJECT. NOTE: EXISTING STORM PIPES O ROUTE 29 SHALL BE CHECKED FOR SEDIMENT BUILD-UP AND FLUSHED AS NEEDED PRIOR TO RELEASE OF BONDING. General construction notes for Erosion and Sediment Control pleads 1. The plan aplproving authority must be notified one week prior to the pre -construction conference, +one week prior to the commencement of land disturbing activity, and one week prior to the ifinal inspection. 2. All erosion Band sediment control measures will be constructed and maintained according to minirnuni stfandards and specifications of the Virginia Erosion and Sediment Control Handbookaind Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations.. 3. All erosion eand sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of thie approved erosion and sediment control plan shall be maintained on the site at all times. S. Prior to comimencing land disturbing activities in areas other than indicated on these plans including, brut not limited to, off-site borrow or waste areas), the contractor shall submit a supplementauy erosion control plan to the owner for review and approval by the plan approving awthority. 6. The contractow is responsible for installation of any additional erosion control measures necessary to prevent erosion and sediimentation as determined by the plan approving authority. 7. All disturbed lareas are to drain to approved sediment control measures at all times during land disturbinlg activities and during site development until final stabilization is achieved. 8. During dewat(ering operations, water will be pumped into an approved filtering device. 9. The contractow shall inspect all erosion control measures periodically and after each runoff- producing unoffproducingraimfallevent. Any necessary repairs or cleanup to maintain the effectiveness of the erosion comtrol devices shall be made immediately. 10. All fill materkal to be taken from an approved, designated borrow area. 11. All waste matterials shall be taken to an approved waste area Earth fill shall be inert materials onlW, free of roots, stumps, wood, rubbish, and other debris, 12. Borrow or wasste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert mate,, -rials shall be transported in compliance with section 13-301 of the Code of Albermarle. 14. Borrow, fill o)r waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill wr waste activity shall be conducted in a safe manner than maintains lateral support, or or(der to minimize any hazard to persons, physical damage to adjacent land and improvementss, and damage to any public street because o slides, sinking, or collapse. 16. The developeir shall reserve the right to install, maintain, remove or convert to permanent stormwater maanagernent facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stiabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and b the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March ad April to consist of Annual Rye, or May through Augutst to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives mre subject to approved by the County erosion control inspector. 18. Permanent stal<bilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil.. Fertilizer shall be applied at 1000lbstacre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31 or Tall Fescue arnd 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801ibs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance,: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to) srouetuml measures is to be repair immediately. Silt traps are to be cleaneded when 50%0 of 'the wet storage volume is filled with sediment. All seeded areas are to be reseeded where necessary to achieve a good stand of grass. Silt fence and diversion dykes which are colllecting sediment to half their height must be cleaned and repaired immediately. 20. All temporaryerosion and sediment,Gontrol measures are to be removed within 30 days of final site stabiilization, when measures are no longer needed, subject to approval by the County erosion control inspector. EROSION CONTROL QUANTITIES FOR COUNTY BOND PURPOSES ONLY) 1 EA TTEMPORARY CONSTRUCTION ENTRANCES 4.15 AC FRESEEDING 1049 LF 'SILT FENCE 19 EA IIINLET PROTECTION 430 CY ZEDIMENT TRAP EXCAVATION 1500 EA = 1,500 2000 AC = 8,300 4 LF = 4,196 50 EA = 950 5 CY = Y 2,150 TOTAL ESTIMATE = $17,096 ESTIMATED E.C. BOND AMOUNT = $17,100 FRAM DROP INLET FABRIC ORIENTATION WITH GRATE FILTERED STANL- WATER FABRIC RUNOFF WATER WITH SEDIMENT GATHER EXCESS AT CORNERS BURIED FABRIC ' 2 x 4 WOOD SF TEMPORARY SILT FENCE STD. & SPEC. 3.05-2 EXTRA STRENGTH FILTER CLOTH FABRIC WITHOUT WIRE) PROVIDE 1" TUCK OR SUITABLY REINFORCED z osr TOP END SECTION. EMBED APPROX. 8" OF FILTER CLOTH IN TRENCH TRENCH APPROX. 4" DEEP X 4" WIDE, FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY STANDARD STRENGTH FILTER CLOTH FABRIC (WITH WIRE) PROVIDE 1" TUCK OR I TIE WIRE OR HOG RINGSSUITABLYREINFORCEDostTOPENDSECTION. z e M4: WIRE FABRIC, 14.5 EMBED APPROX. MAX. GUAGE MIN. 6" 8" OF FILTER CLOTH MAX. MESH SPACING IN TRENCH INSTALL WIRE FENCE FLUSH WITH THE GROUND TRENCH APPROX. 4" DEEP X 4" WIDE, FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SEE PLATE 3.13-1 OF THE VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992) DROP INLET PROTECTION CURB INLET IN WIRE GRAVEL FILTER CONC. BLOCK RUNOFF WATER OVERFLOWS Zl FILTERED WATER WITH SEDIMENT SEDIMENT WIRE SCREEN 2"X4" WOOD CURB INLET STUD IP -2 BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER STD. & SPEC. 3.07-8 Specific Application This method of inlet protection is applicable at curb inlets where overflow capability is necessary to prevent excessive ponding in front of the structure. Gravel shall be VDOT #3, #357, or #5 coarse aggregote. VARIABLE* 1.0' EXIST. 67 CU. YD,/ACRE I VARIABLE* GROUND 67 CU. YD, ACRE EXIST. ELEV. 4' MAX (EXCAVA ED GROUND SEDIMENT CLEANOUT POINT WET" STORAGE REDUCED TO 34 C.Y./AC.) S' NV7'V 0. 1 ft P FILTER CLOTH ELEV. COARSE CLASS I RIPRAP AGGREGATE** OUTLET CROSS SECTION 6 )( DRA N LENGTH (N FEET) _ AGE AREA GN AC.) COURSE AGGREGATE** EXCAVATED • COARSE AGGREGATE SHALL BE VDOT.- PERSPECTIVE TEMPORARY SEDIMENT TRAP CE STONE CONSTRUCTION STD. & SPEC. 3.02 70' MIN. VDOT1 COARS AGGREGATE 3' MIN. FILTER C SIDE GROUND IDE ELEVATIO 0' MIN- WASHRACK . 12" MIN.* POSITIVE DRAINAGE 1 TO SEDIMENT EGATE TRAPPING DEVICE PLAN VIEW SEE PLATE 3.02-1 OF THE VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992) FOR ADDITIONAL DETAILS.) ANC EXIST. 1 PAVEMENT MOUNTABLE BERM OPTIONAL) b' EXIST. PAVEMD 1T' MiN. SDP 2009-00034 V) Z w 0 U H Z 0 U W 0- I w 0 N > Z LLJ ai O o N N" w O U.) Is, 0 Z ca Q 0 W CL Q F_ w w 2 N Li' O Ul) T------ MIN. W N U H 0 Z 1 o i---•-_ -moi- o J MIN. V) n IP -1 SILT FENCE DROP INLET PROTECTION STD. & SPEC. T 07-1 This method of inlet protection idapplicablew ere the inlet drains o relatively flat area (slopes no greater than 5%) where inlet sheet or overland flows (not exceeding 1 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. SF TEMPORARY SILT FENCE STD. & SPEC. 3.05-2 EXTRA STRENGTH FILTER CLOTH FABRIC WITHOUT WIRE) PROVIDE 1" TUCK OR SUITABLY REINFORCED z osr TOP END SECTION. EMBED APPROX. 8" OF FILTER CLOTH IN TRENCH TRENCH APPROX. 4" DEEP X 4" WIDE, FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY STANDARD STRENGTH FILTER CLOTH FABRIC (WITH WIRE) PROVIDE 1" TUCK OR I TIE WIRE OR HOG RINGSSUITABLYREINFORCEDostTOPENDSECTION. z e M4: WIRE FABRIC, 14.5 EMBED APPROX. MAX. GUAGE MIN. 6" 8" OF FILTER CLOTH MAX. MESH SPACING IN TRENCH INSTALL WIRE FENCE FLUSH WITH THE GROUND TRENCH APPROX. 4" DEEP X 4" WIDE, FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY SEE PLATE 3.13-1 OF THE VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992) DROP INLET PROTECTION CURB INLET IN WIRE GRAVEL FILTER CONC. BLOCK RUNOFF WATER OVERFLOWS Zl FILTERED WATER WITH SEDIMENT SEDIMENT WIRE SCREEN 2"X4" WOOD CURB INLET STUD IP -2 BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER STD. & SPEC. 3.07-8 Specific Application This method of inlet protection is applicable at curb inlets where overflow capability is necessary to prevent excessive ponding in front of the structure. Gravel shall be VDOT #3, #357, or #5 coarse aggregote. VARIABLE* 1.0' EXIST. 67 CU. YD,/ACRE I VARIABLE* GROUND 67 CU. YD, ACRE EXIST. ELEV. 4' MAX (EXCAVA ED GROUND SEDIMENT CLEANOUT POINT WET" STORAGE REDUCED TO 34 C.Y./AC.) S' NV7'V 0. 1 ft P FILTER CLOTH ELEV. COARSE CLASS I RIPRAP AGGREGATE** OUTLET CROSS SECTION 6 )( DRA N LENGTH (N FEET) _ AGE AREA GN AC.) COURSE AGGREGATE** EXCAVATED • COARSE AGGREGATE SHALL BE VDOT.- PERSPECTIVE TEMPORARY SEDIMENT TRAP CE STONE CONSTRUCTION STD. & SPEC. 3.02 70' MIN. VDOT1 COARS AGGREGATE 3' MIN. FILTER C SIDE GROUND IDE ELEVATIO 0' MIN- WASHRACK . 12" MIN.* POSITIVE DRAINAGE 1 TO SEDIMENT EGATE TRAPPING DEVICE PLAN VIEW SEE PLATE 3.02-1 OF THE VA. EROSION AND SEDIMENT CONTROL HANDBOOK (1992) FOR ADDITIONAL DETAILS.) ANC EXIST. 1 PAVEMENT MOUNTABLE BERM OPTIONAL) b' EXIST. PAVEMD 1T' MiN. SDP 2009-00034 V) Z w 0 U H Z 0 U W 0- I w 0 N > Z LLJ ai O o N N" w O U.) Is, 0 Z ca Q 0 W CL Q F_ w w 2 N Li' O Ul) W N U H 0 Z V) n Q J W Q U_ F- LL_ W W 0 N CL 46 Z F- @ V) J Cr j W I - W z Z Z 0 LrL.I 0 0 J U O:f W JW LL_ Q Q ZLL. U w 0 M IU Z a Z F I-- 0 Q< V) I- 0 0 W O cV Y O LLI Q w w Z U F- z Q = A , d co o Jrn H oaa Zd 3 0 lv00 J Q 3 / < I J r I Soo. tNfM r N :. 7o41LDINSETBACK 4,^` 1 '\ r .a . . ji t y _,.•>` V y 1 ! i { 4 `\I I ?j ..• r'` .... X !' X j f LTI Ac i TEMPORARY SEDIMENT TRAP #1 NTS D.A.= 0.53 AC. VOL: 0.53(134)(27)= 1,918 CU.FT. WET STORAGE REQUIRED= 959 C.F. WET STORAGE PROVIDED= 1,536 C.F. ® ELEV= 525.00 DRY STORAGE REQUIRED= 959 C.F. DRY STORAGE PROVIDED= 1,901 C.F. ® ELEV= 526.00 V DRY STORAGE ELEV.= 526.00 ate` n , r.r ,'i ' ' Ci ?% .+'" .:: ."''/ '''526 i ICN DRY 1 WET STORAGE WET y I ELEV.- 525.00A x , s s ' ~ CLEAN OUT AT s \;r \y?y ,,•:F • i }a \. i / r _ 1 E _ I _ _ f -' f%' ELEV.= 524.001\ •• ,- '" p\t\;`14: M1 "'<. r.'' ` '1 n,'r`r'`,,'.yi" ` Y ,. ..,r;j. x I (SJK ^ ,.,,,, . r ;/ BOTTOM ELEV. 523.0010 UKIN \.,... \ ,-r' BUFFER4 ` `. /,\ Y :_ 82 .,.._.. N......, 13 19.... ` i TEMPORARY SEDIMENT TRAP i1 q PLAN VIEW r: FS t 8 FENCE lul l 525I I Nc 523 524 6 OF f 66146-6 WTTEA CDT X. p0 p0 0 t f yip ... v _ l r 1 I ol a Coc INITIAL E&S PLAN 40 0 40 80 ii ;;;.E r0 Q` -- - / SCALE IN FEET INITIAL EROSION CONTROL SEQUENCE 1. INSTALL TREE PROTECTION / PERIMETER SILT FENCING LIMITS AS SHOWN ON THE PLAN. 2. HOLD PRE -CONSTRUCTION MEETING WITH COUNTY ENVIRONMENTAL INSPECTOR. NOTIFY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO SITE CONSTRUCTION START-UP. 3. INSTALL STONE CONSTRUCTION ENTRANCE. 4. CONSTRUCT TEMPORARY SEDIMENT TRAP #1, #2, AND #3. SIDE SLOPES OF TRAPS ARE TO BE SEEDED AND STABILIZED IMMEDIATELY. 5. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY THE ENVIRONMENTAL INSPECTOR. 6. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABLIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 7. ALL E&S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. 8. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. E & S LEGEND LDL LIMITS OF DISTRUBANCE X-X- SILT FENCE TP TP - TREE PROTECTION CE CONSTRUCTION ENTRANCE ST SEDIMENT TRAP TEMPORARY SEDIMENT TRAP #2 PLAN VI EW NTS I E I X N S S jf1 ' w • ! J 4-_ 11 A 50 0 N ! N ! I ! S 0 N- AJ , I NTS I X J \ 3 TEMPORARY SEDIMENT TRAP #3 STONE FILTER DAM 2 0.53(6')= 3.2' 1-I TOP OF BERM= 527.00 TOP OF STONE= 526.00 CLASS I RIP -RAP i VDOT #3, #357 OR #5 STONE LTER CLOTH TEMPORARY SEDIMENT TRAP #2 NTS D.A.= 0.33 AC. VOL: 0.33(134)(27)= 1,194 CU.FT. WET STORAGE REQUIRED= 597 C.F. WET STORAGE PROVIDED= 1,049 C.F. ® ELEV= 523.00 DRY STORAGE REQUIRED= 597 C.F. DRY STORAGE PROVIDED= 1,383 C.F. ® ELEV= 524.00 DRY STORAGE ELEV.= 524.00 - DRY _ ET STORAGE WET E -EV.= 523.00 CLEAN OUT AT ELEV.= 522.00 BOTTOM ELEV.= 521.00 STONE FILTER DAM 2 0.33(6')= 2.0' TOP OF BERM= 525.00 OP OF STONE= 524.00 CLASS I RIP -RAP VDOT #3, #357 OR #5 STONE LTER CLOTH TEMPORARY SEDIMENT TRAP #3 NTS D.A.= 1.24 AC. VOL: 1.24(134)(27)= 4486 CU.FT. WET STORAGE REQUIRED= 2243 C.F. WET STORAGE PROVIDED= 2,579 C.F. ® ELEV= 521.00 DRY STORAGE REQUIRED=2243 C.F. DRY STORAGE PROVIDED= 3,096 C.F. ® ELEV= 522.00 j 'V DRY STORAGE ELEV.= 522.00 DRY WET STORAGE WET -- ELEV.= 521.00 CLEAN OUT AT ELEV.= 520.00 BOTTOM ELEV.= 519.00 STONE FILTER DAM 2 1.24(6')= 7.4' TOP OF BERM= 523.00 TOP OF STONE= 522.00 CLASS I RIP -RAP VDOT #3, #357 OR #5 STONE LTER CLOTH SDP 2009-00034 0) W F - Ir - O z W C4 O O U O LLJ Q LJ 00w Z Y 0 w z M U m W O U U 0 A W o, 00 O 2 0- a _j Z I Z N QQ' 0 O LAJ Ir N N w o z o W CL a 0 f- W W U- 0O U N V) WI 0 LiJ U Z QCl:f LLI LL 0 I cn a a- z J LJ Lu Z OZZ Z LTJ 0 U 0 Z Ldw L,J w O W w m LTJ z Q w Q F- F- F - Q Z 0 0) Ir - O C4 O O LLJ Q LJ 00w Z Y 0 w U m W U U 0 A o, 00 O 2a _j Z 7o Z 0 J QQ' O O N LLJ N cy J CA F- o ..i Q) zZ QoNobO I O A w a 0 U CQ V In E: W off PAVED YiAti "" MAI TAIN• SILT FEN9E---.X gyp 1 I I + q f.,. ! e* Q, . e .. s Pd• . , op '11' y Io. a r BUILDIN SETBACK ^ ,p' S ( ` •,' ;. \• \` Y ti J It 0101 AG C3 lav Baa y FFE\G f I e Oej, 04 I `' j ,. \ r,,, r x .: Ob • \ nv `^ 9.0 1 ry D B x 41 IN.` 01 ARKIN !` N•. {/a',q A X.. t .; ' i', . .. , : fir BUFFER C r' A,q. 1 1445s g / tip' I x s' , 1 clkv eFe e rI F q ®. -5 IMP FT.1 s F2 9PR7KF k lASs \.. CFS +• .......... I , 6 .A CURB 6 6U7TER - p`} POWER Tow Al I f1.S60,Pt3 085 Eo y E j WER Y b',..................... ..._ do OVERALL E&S PLAN4604080 0 R SCALE IN FEET OVERALL EROSION CONTROL SEQUENCE 9. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND GRADING MAY BEGIN. 10. CONTRACTOR TO MAINTAIN POSITIVE FLOW INTO SEDIMENT TRAPS AS GRADING AND STORM DRAIN PIPE INSTALLATION COMMENCES. 11. INSTALL STORM PIPE SYSTEM WITH APPROPRIATE INLET PROTECTION. 12. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION "LAY DOWN" AREA. 13. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY SEWER AND WATER AND CURB/GUTTER FOR ROADWAY AND PARKING. 14. COMPLETE CURB BACKFILL AND FINE GRADING ALONG WITH ALL SITE IMPROVEMENTS. 15. COMPLETE SEEDING ONCE TOPSOIL IS REPLACED ON DIRT SURFACES. STABILIZE ANY ANY REMAINING DISTURBED AREA. 16. STORM SYSTEM TO BE INSPECTED AND CLEANED OF ALL SEDIMENT RESULTING FROM CONSTRUCTION. (TO INCLUDE DOWNSTREAM EXISTING SYSTEM.) 17. COUNTY E&S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR TO FINAL SITE CONSTRUCTION. 18. ONCE SEDIMENT TRAP #1 AND #2 ARE RELEASED BY ENVIRONMENTAL INSPECTOR, CONVERT TO SWM/BMP. 19. ANY REMAINING SODDING/LANDSCAPING SHALL BE COMPLETED. 20. ALL E&S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. 21. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. SDP 2009-00034 N Z W O U I -- Z M O v f W d W V) N Z O La Qi N 0O N W o L0 O Z`O O o WJ L Q o f— W W J O 14, m 0 O U v I 0 Of W U I— Z WE l i W O EL vi CL a J J Z O Q F - Z F--- 0 Z W Z DZ O U o p w W J V) W LL- w Q U Q w W I- m w a F— I..L. Q CL w o O rn O N O d\' O w Y Lv rn W Z Q Y 00 W 1— o 0 w D V U W U m 0 1\yIA 1' o w O .J oz ntoo O O O N d. LLJ N N 61 p< J w LLJ ll.I Q) c,O Z QPoo a Q N Ivo Y wQ Q ao y J i7Cd w Lo J a o, c c 0 U C U N C W W F- 0 ry cn D L__ __..__.._"..-._._ t _ I .. _.. _ ._ _ ._ ... _..... Lam_ --_ w • - WWL- . ... - . N , FENCE - ___-__,:=:_=_ -- ...._ ~- __ r EiyCE - -- ' N FENCE so!__— _--_ _._ _.__._ . _ _...__.__._._._.._ _ -- -- PAVEDWALE. --"--------- .-__.__....___..__.___._.__.____. _ __. -PAD f 540.42 10.00 ENCLOSURE & GATES (TO MATCH MASONRY) ! I O i , U W11 t.{ I >_ 1 '1 SPA E'S. - { ' . ! : .'' \ \ Z 1__-,-- ` ' _FILT , R ff. / BI0— , - ' ... 4, ..' .' f '.' .. . . .'. ; , .... -Q.., L) 14, \ ill I--- . . I 0 i f 0), 7 - .. - " * " 1 X* 141 0 r * , * 4 i I 0- Ldf' , FILTER D •- - - e N ° R.o.:.......:....:....:....- - - - - . . - r..T. I'... ... * * , - . - *. - 1,7. .. - - - .. I 1. - -.....•....... .. - - - - -- - W*,. \\ 1 i l-_.---. - i ..'.*' i\ l, ppo16 14- 16 Ct' llll \ I 11. 11 .... 30'— BUILDING 0' - BUILDING SETBACK I W I I N O 2. 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' jf .. • . • . • . • • . . '. . . • . .. .... I ` O 'Nd' E_ .- v .: 3 . \. _ _ _ _ _ - - _ _ — _."__._ __-__ _•_•__ __ .___... ._•_•_'_ __.____ -- _ - _ - _ - e ( • • , ' ... .. - . - . • • . ....R 2. .. ' ..... , .. ( Q WER f' . 04 i n N E7C.2QMENT \ 1 ? , . ' P ' - ,' '.. ' " `; ,– M MEasE ___ -.._. iN j / 160iJ,PG 085 ( EN' Q LIGHTING NOTES: _ __ - 00,P -_ APB ` ./. ... . . ' . . ' . ' ,4 . ' . " ' "_ _ _" ._ N 1. THE SPILL VER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC Ift 1 \ `' ° - Z 00 NJ ROADS OR PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS `• •. •. t " W Q -- W LL SHALL NOT EXCEED ONE—HALF (1 /2) FOOT CANDLE. ` \ ,/'. . ... . . -L-- / <... cn2. EACH OUT LOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR . '' . W • • ' ' ' ' • MORE INITI L — ., c .*) ; EMtEN , --' °. k : Z Z a- LUMENS SHALL BE A FULL CUT—OFF LUMINAIRE OR , „a f ESS 6' / -` ,\ r DECORATEVE LUMINAIRE WITH FULL CUT—OFF OPTICS. . ad o L p NvN NOTE • \\Jy R`3' . /-- ' 0 ' .• , 4 '.. I` _ U diSITESIGNAGEREQUIRESSEPARATEPERMITSPERZONINGORDINANCE4.15. , , • . l A•, ,,-- -- 00 L - C ALL ROOF TOP QUIPMENT SHALL NOT BE VISIBLE FROM THE ROUTE 29 N / C ---,- 1 ,. % V aOv / f v \ ENTRANCE CORRIDOR. / j , .' a, - N• OF C ` \ , % , J g gNOTE: SOURCE FOR BUILDING/PARKING SETBACK - __ \\' 0 r REGULATIONS IS FROM ALBEMARLE COUNTY ZONING / o S i2 w ORDINANCE. ____'_\\,___, ` \ • 4 G 1 0 J G __ of D°I. HEIGHT REGULAT ONS: HEIGHT OF THE BUILDING NOT ` -- _ F bG f - ' \ W TO EXCEED 65. ANY STRUCTURE EXCEEDING 35' ` II & V ' 2BOUNDARYANDTOPOGRAPHY \\ , N5l 0 Q 20 ;/ 0 20 40 ° SHALL BE SET ACK FROM ANY STREET RIGHT OF AND BENCHMARKS PROVIDED ` ` -' `' `} WAY, IN ADDITIO TO MINIMUM YARD REQUIREMENTS ° • co BY ROGER W• RAY & O• I SCALE IN FEET 8 eccADISTANCEOFNOTLESSTHAN2FOREACH1ASSOCIATES, INC. • I OF HEIGHT IN EXCESS OF 35'. 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'-' 11. r. 1 ...... 514 */ ' G U X ` p. . t / • • . • o / f X \ \ ori y'p\ ` // N ' W W l I Or-, \ \\ . . . . i Iffiv e/ ` 4, N S •4Y " r ' gip .. .,. "i... * '' - ;ti` R p` / I ,,...,r -A'"`! gig` ---_._ .... ' { . ,\ J. `,'' • P a' ''i ' -'" ,,...-°--" ' KO , ` W 0 11 11 III QUO 1 k6 Q , 1 k \ MI ! < Q e• . Q-' L S --; \ A JN ,, i \4w, \ / T S -- X 0 T6 LIN% .11k , . 1151 s CURRENT 40 0 4o so ULTIMATE BUILD -OUT 40 0 40 s0 0 o N O EXISTING IMPERVIOUS AREA SCALE IN FEET PROPOSED IMPERVIOUS AREA SCALE IN FEET 1 Y o EXISTING PERVIOUS AREA=00 o w z O o EXISTING PERVIOUS AREA- " W Q Y 4 127,843 S.F. .. 71 / w z .. 61 420 S.F. . 34% m W U U EXISTING IMPERVIOUS AREA= EXISTING IMPERVIOUS AREA= 66% 4L 11 A t 52,060 S.F. ME 29% 1 18,482 S.F. ati p.ti oar v- V) y Q J, H - M O Z STORMWATER QUALITY CALCULATIONS: d Z BIORETENTION FILTER - TO CAPTURE AND TREAT VOLUME EQUAL TO 1.0 o . J INCHES OF RUNOFF (FIRST FLUSH) FROM THE IMPERVIOUS AREA. Wog Short Version BMP Computations For Worksheets 2 - 6 Short Version BMP Coompulotions For Worksheets 2 - 6 Short Version BMP Computations For Worksheets 2 - B Short Version OMP Computations For Worksheets 2 - B Albemarle County Water ProIS'won Ordinance: Modified Simple Method Albemarle CouintyWalsr t PrigWon Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Method o Plan: MJH OCC Et Profflat Ibad Water Resources Area: North Fork Riverna Plan: MJH OCC at Profat Road Water Resources Area: North Fork Ritenna oPian: MJH OCC at Proust Road Water ROeOU ..-- .---: _._...--_North Fork--,-._....----- m._. Rivenne -- __.._.....-.__-....._.._.._.-.___.._._._.__..._.._.....___...-_. ___.._.____.___.__ .........__.... Ian: MJH OCC at Pro19t Road Watef R@SOUfC@S Afee: North Fork Rivanna BI0RETENTI0NFILTER A Pre ran RKaK Dole:_ OtJun08 Pierer_. -- RKaK Dela: O,JurvO9 Pre r:,___.---_._-_______.___-_-__.._-______Date: - Jun..-..._.._._.________ .............- .._..__. Pf@j)8f@f. RK6K_ Date 01Jun-09 O V D RAI N AG E AREA = 0.53 AC . P.- ... ___..._..........._._....._ _._.. ____ .__.__._.________._.____________________ _______ Project DrairageAra DOesigrst[on BMP a Pro Drains a Area Desi nation BMP CPro' Drei a Ares DeNgnatlon BMP A 1 g g Project Drainage Area Designation FILTERRA BOX `; 1-- N mi ryeV0LUMEREQUIRED = 5 % 0 F 0.5 3 A C . = 1 15 4 C F ° L storm pollutant p4XM h pounds. L - [P(P])RV 12 j [ C(A)2.721 L storm Pollutant export in pounds, L - [P(Pj)Rv'12 ] [ C(A)2.72 ] L sto m ilutant expo„ in pounds, L = [P(' -, -- 2 j [ C(A)2.72 j VOLUME PROVIDED WITHIN FACILITY = 3 4 3 7 C F L storm polkitrunt o export In pounds, L [P(Pj)RV,2 ] (C(A)2.72 ] Rv mean storm cosacklana, cl • 005 + O.00ecn Rv mean nneff cosacknt, lir = 0.05 + 0.008(q Rv mean runoff coeacient, Rv = 0.05 + 0.009(1) Z) ( I t< Rv mean storm comection' Rt 006 * 0.009(1) PJ small Nunn COrnctk0on tactor, 0.9 P small storm correction factor, 0.9 I peroent orm coousnms n 1 ` wWATERQUALITYVOLUMEELEVATION = 52 5.0 0 perI' Mc stem e ert eta, P percent n , M ' ] a nailterm rvious ies peter, 0.9 o perura Imperviousness I perosm Imprvi tion, 4s annual anciInacrovi, 43' hjecemMe P soul precipitation, 43" in Albemarle _ precipitation, 43" in Albemarle P pMul areeipitall a 43" h Albemarle A project ane h aefNa h sudtsct drekww arae, l A 033 ! A project arse In aeras in subject drainage area, A: j . ] A project area in acres in subject drainage area, [ A - ' 0.73Aprojectareahatxeahsubjectdrelrtperea, A^ 09 ' i»-- = µ BOTTOM 0 F BASIN ELEVATION = 5 2 3 0 0 C polluted mrrrcrdralktlon, nlgs or ppm to" p xephorus C pollutant concentration, mgt or ppm target phosphorus C pollutant concentration, m I W DOCpoluteMconerdrellon, mgt ar ppm treat pfasphonq d ppm target phosphorus f factor applied to RR f factor applied to RRR f factor applied to RR f factor V required tratmem v valemra in cy, 0.5" over impsrv. area A(I)435t]0(0.5/12y27 V applied to RR V required lfelrrram vakana In cy, 0.6" oar htpry arae A(1)13680(0.5/12y27 ragtirod treatment vdume in cy, 0.5" oar imperv. area = A(I)435tH)(0.5!12y27 V required treatment whine in cy, 0.5" over imperv. area = A(I)43580(0.5112)!27 I' 1(D --, z RR required removal . L(poat) - f x L(m) RR required reniowl , L L(post) - f x L(pre) RR required removal , L(post) - f x L(pre) RR required removal , L(post) , f x L(pre) W B I 0 R E T E N T I O N FILTER B remow'scloney ' RR,eO/L(pma "` remo4 e M1ey' ' RR,001,(post) IAIRR removal eaolency , RR100IL(post) flirt removal elAaency RR100/L.(posq , Int rvious Cover Com aeon lues in Net i uare teeIntrviousCowrComalwaInhetiwnfeetpeeqt) Int Mow Cowr Computation (values In feet 8 square feet) Int ervlous Cowr Com talion value in feet i ware feetw__._.........) ................ DRAINAGE AREA = 0.13 AC. Item ... ... .... ....... ..... .. ...... . .... ..... Item _ _ ___ ._ w_- -- IUm _.___._____.._ _. _. _ _-.-.-..__.__. _- _.-__ _ _-_ .Eem.. _ de ole mem Aroa oldevel meM Area •deal end Aroa ost-dewlo ent Areadewlo....eM Ana development Ana ......... P p oP tQ - Pm _...._.. _.. Pro ............... _ i 1..... .. .._ ..... _. _____.._. _._....; ______.__-____._._........._._. .. -._ _..._ ._._......_ - ata -development---_._._..____...._ . .. Area est dewlo ment Area.... P.^r._..._.....____._.____.._...___.._-........._..... _. _ Roads Lsrph Widtrl subtaal Width subtotal ; Reads Len th Wrdth subtotal I Le Width subtotd i Reeds .. Len th Wdth-stibiotai `_._._._P_.____._ Len -.h "....Width_ ..'subioiatVOLUMEREQUIRED = 5 % 0 F 0.13 AC . = 2 8 3 C F ;Reeds wroth aubtotl h W h T. I g ,- 1.__._ .__.____ _-__ . ° ° Dw ° ° ° __ ; _.__. _ I6i __.____ , _..-.- _ __ ' Q 0) 1 .-. VOLUME PROVIDED WITHIN FACILITY = 4393 CF _ _ _.-_----. _ 01 - -° _- _.. _ 1 `- -r-- I ._ w Q r4ON400 i- . ......... ... ... 0 ° r_.------- _ __ _ _ _.._F_ _ _.- Difveways........... L Wldm ro. subtotal h ... Width .. _. no..,,,,, .. subtotal Drivevwys -•- ata. _W.._ subtMN tL-*- .h-__._:- _. ^o __._.. subtotd _... Driveways h Wxlth .... no..-._, subtotal ;Length _ Y Width ..-.... ra__,.Y. subtotal._ . ..' Drivnwys- '-.t"enpth _Width no. subtotal '" Len- th Width no. subtotal rVWATERQUALITYVOLUMEELEVATION - 527.00 ...__..._...__------..__..__............ l _ _ g___ __ __ yd walks 0 1 1,63 0 0( 1 680.98 and walks 0' 0 ui 0' 0 - Oi _ 0 and wNks 1,3 5 W , - 512 ___.. °T ° _.__0I__ _ ° - 0 _._ ....----._._ _..._-."---t •------i......._._.._.__ .._. ' - - ,._.._. .. and walks 0 0-0 0 0) 0: ° _0 00 0i __ ° _. ° 0 0 01 0 i O„. _ 0 0 _ 0. i 01 0 _ 0, 0 I _ 0 . 0 O .__... 0 _ r 0 _..- 0 .. __.._O -.-....o, L __. _ I _.___ _ _ . .. _ .- _ _. __ _ ... _ BOTTOM OF BASIN ELEVATION = 525.00 }:.::__.._.._-._...._o..._._..._ 1153 jj{ :. of sal °_.----_ _ __-* - o ..... - i.. .....-...... .. t.__............. _1__....._ 1_.._.........._0 _._...... .. i .,.. ..._... .. ........._ ........ __ _ i- _ __ a______-- _.0 512 _ 0 0 I + a........ ° ..... °i. ... o, 0. Parking Lots _ 1 2 ....._._..3 _ ...____ 4 .... .........?...... .......? ....... . -3........... .....4f Paridrg Lots 11 2 3 4 . 1 2 3 4 Parki g Lots 1 2 ..__- 3 __._ 4t i---.__ 1 2 3 -- 4 Peking Lots ...{ 2 .g . y .. .. _. ... ......... 2 ...... 3 _.. 4, ......_. V 12428 12429 13267 ' 0 13267 = 3150 -f- 3150 51129? _. y_- .. 1I. _ ..._... _.__ .._._......... ._... ............... _ ......,......... - _._ 3445 5t)OOi ° - -` 3 _ t i Gmel area Ana .q i Growl area 'Area _`_- '_.-. ;Area __",."__._._ .......... ... .. ., . ...... 711, ..... ._._,,.... 1 ....._. 0, iGrewl areas Area Arm _ 0 5829 x 0 70 0t x 0.70 = 0 I ' vel arses Area - ; Areal 171.1: v . 1 141 28914' Gra x0.70• 0 ._. ...1x070 I 0 _.._._._.__.__I_.___._._....._....__. ...___._......_.._........ _..1 __._.....__......_...-_._.....__. ..... . ...-._ ,.._.____._._........._.__._.1._-...._-x070=_.._....._..._._ l. ' x0,70= 0 'x0.70= 0 -ix 0.70= Oi t1 ZEiii Structures Ana ata. subtotal Area rho. subtotal t - _.._ _ ._..------ - _ __ ----- _ .-_.. - __...._. B I 0 R E T E N T I 0 N FILTER C Btructurea Area nor. alibtotal (Area no - subtotal _........ .. .. . _ _____ .__ _ __._.._- ._.. __ _._ - S ructurea Arse _..._ no._.._... sutNotal .] Ana m. subtotal §fractures -Area subtotal - Area no subtotal 9900 , 9900 I--_._99°° , 99°0 l O) _- 0 0 0 0 0 0 OI ,0800 ___-.. _..1 .___' t 0 Ell0 0 9900 _.______.-. ° 0 9900 1.._._ ° ° ... 0 ........-° ... . ° .. .- i_ ...... Q f) T_.m...._I i 0 ._...._..._... _.. 0 i ..,_...._. 0,_...._..-.._0 __-__._ 0; .. DRAINAGE AREA = 0.33 AC. _ U-- _....___--_._.._._...__ ...._ .-- _.___ '_._ ____ Area ! Actively -grazed pasture & ,Area _ -, ± a -'' ActivwlY-graiedpsaturoi Ares, Aroe ActIwIY•graxedpasturei Ane_ Arse Activelygruedpasturoi At" - E-_._.....,..._ _..,-__.....__-.-_..__ 719 V F !ants and cultiwtad turf ( 13e x 0.08 • 1107 y_ --j. __._130,81x 0 O0.' 1041 ands and eulthatW tui 10749 _x 0-0ti __ _..__.._.. __.-. 9i .....:_-_......-.-..._ _ 1_x 0.°0 = __._-___._.._. _........_8118; ands and cWtlwted tut ___-[ 11164, x 0.08-=. _.,__ _._._._I 1323, _ _._.__.._,.w_._3974.3 x 0.00 -_ __... __ _.._. _ _ 318; Yarcls and cultiwted tart - 3--bW;x 0.08 = 24051 mm, 2883 x 0.00 = 229' VOLUME REQUIRED 5/ OF (0.33 AC.) r_._._______..._ jAcbw crop land Area A_rw Active crop lard AM Area Active crop Ind Arm i- T- Area Activecrop land ........_......-... Area. __... _ A' ...._.... Area.... .... _._... - ... Ix 0.26 • 0 r ?x 0.25 • i 0 :x 0.25 = _ ( - 0 .__-__ x 0.25 = ----- --,--- 0: . x 0.25 = _. 0 . I Y - 0.25 = 0' ix 0 25 _ i... 0, { x 0 25 = 0VOLUMEPROVIDEDWITHINFACILITY - 2432 CF "- -"- ------- ----- Other Impervious Areas Other ImpsMaus Aram Other knpom4vA Area .... ti^._. ' Other Impennous-Areas ; tI WATER QUALITY VOLUME ELEVATION = 523.00 :Int-- - - °-----------__ ° _ __ _ __ _ __t ------ ---- _ - ._ I- - . ". - - .. ..... - . . .. ......... . .... ...... ..... -- a Id00' F pervious Cowr 96 ImpervloaCowr 31M6 4496 ImpeMowCowr % ti2% ImpervlousCover 13% - -,92% N B 0 TT O M 0 F B A S i N E L E V AT I O N - 5 21.0 0 I(p"' 12 I,p") I(pol, I(pn) I(pcsq k( ,, pre) „pew, 13 j..Rv(Poljf V I,Pstj. )! .. a i' NI O 88 45.R I V Rv o V ... ,1111111111, i OOei..._..3_ 045 :q •,.OA79 6:: .._....._ ror- NewDewl meM or De mAna exlatln int Mousoowr NewDawl env ForDewl antAna exidn i < sea r vale m rvious cover r- Naw Dewlopmem For Dewl mMa exlatl Int Moa w 20%), _. _ ... ?P _.. .... IF.... _.... _.. aP!^!_. .. F..., ,. .. p....._.Ps... ... ...... ......... .... ... .... _. _.. _...... ._.. ._...._... .. ....._°f"P___.(._..._-... 9..^!..-.. ...._ .... ... >x. Pe ............ ... ... .. Naw Davelo menu For Dswlo mentAroa exiaun int ervious Cowr<=20STORMWATERTREATMENTPOLLUTANTLOADREDUCTIONMETPERDCRVSM ,..__...-.__-. ..._.._.-__ ._......._...Pe ............... _ ,. ... ___..p._____...__.__ _._ .___ ._ _n _ _____--__..__-_-_ _._.._____ -. C f I o n) * RWPn) ) L(poat) RR %RR Ana Type C f I (pn) • • T._R'r[W!)..'...apes)......IPotl..........._RR._..... %RR ,Ana Type.........._ ............................................ C f I (Pea) .-R!!lWs)...._ IPr 1... _Lipo t) RR %RR i Ares, Type C f I ro Rv ro T L ro est RR r %RR Aroa T e tC r ... ......... ... .. ........... .... ... _......... (P 1 (P. 23 IPO LIP 1 YP d O.e6 338 3.40 002 1% Development Area„ T - _...__ 321. 0.65 0:90 0.26. DwMopTot. Ares . . ........ 0.27 0 77 2 24 147 1)596 Development Aroa . __. 0 3.92 -- 2 tt9 ' 74%-Detelo menCAi;" --'_ _._... HANDBOOK STD . 3.1 1 u. o.°, Drinking Water watwsleds 0 32 I 0.32 046 0 13 2Y% prinking Water Watersleda - 0.27 0 39 1 12 _ 0 73 "85% plinking Water Watersheds _ V0.17'j - 0 37 __ ss -'1.59 61°1 13, kCj p - Water Wit, rshids W O.E6 1.96 1.94 0.01 1% Othw Rural lantl 0 32 j 0.37 0 51 O U Other RurM Lend T0. 27 0.44 128 084 %Other. Rural LrW. : __ ........_., :, 017 t 0 43 2 24 . 81 a1% Other Rural and min. vialua min. vluea 'min. wlwa min. wlues ..__..... M Redewl ant or rtI ntAna exlaa Im rvicus,cover>_TO°/a),,.,_ ,,,,,,,,,,,,,,,,,,,,, ,_,.., .,.- ,.,, RedewlomentjForDswld ntAroas,ex, ny(im erviouscover>._._,_.._._,..___._-.__..__________ Redevelo mem ForDevelO mem Aroa exlsdn im erviouscover>209t, ,_.__.____.... .... Redewlo ment ForDevelo meM Aroa;exult int ervlouseover>ZOY 2 I-.._. - __._.___ ___._.-.___.___-.__, _..______,e_.___f__..__._._ _._____ ..__. ..-_ .. _...__ a.__ I C t I re •t . ._) ._RR.. .. %RR...i_AnaTY(».... ..._._-.__... ... C f I n 11i -L ". 1,poll_ Imo_-..' %I__' !'___.____.______ y C t I re m" red ate_ RR-- %RR Aroa Tyke_____.._....___._ _..,__.. ! C f 1 ro "; R ro ro L oat RR I. %RR Aria.T ._.. ..... O 39 3.40 0.38 11% DevNapmeM Area 0.32 1 0.85 0.90 -0.32 % DsalopmentAros---- -,-__ 0.27 0.77 2.24 154 80% Devebpment Area - __---.- 0.23 1.03 3.92 2.99 78 1 Development Area _ 0. 1.fl9 1.70 0.27 18% Drindting Water Watersheds 0.32 0.92 0.411 0.17 DdNckg Water Watersheds_ _0.27 0.39 - 1.12 0.79 71% Drinking Water Waterif_eds _ 0.17 0 37 1.98 ] 1.84 ' 84% OrinkinWater Watersheds -- '' zd _.._... _._ ...-...._.._--------..-J0.86 1. 1.94 0.30 %Other Rurl Lard 0.1 -- 0.37 051 _ 0.20 Otfler Rural Land 0.27 0.44 1.28 0.90 7196 Other Rural Land017.{__ 043 2'24L - 1.88 % Other Rural Land CL._. __ _.__... ....-- _. - .. - _ - p Interim Manuel, Pegs 70 rev. 16 Feb 1998 GES Interim Manuel, Pegs 70 rev. 16 Feb 1998 GEB Interim Manual, Page 70 rev. 18 Feb 19M GES Interim Manuel, Page 70 rev. 16 Feb 1998 GEB 8 cc C SDP 2009-00034 W r 3 p h 1,yQ' . , aa; xd¢-zv ;.tis , 6 ` 2., FENCE PAV 9UILOING SETBACK • \ p \ \ t cy SFS. tr p _ , y1 `' ' b? ! 1 •• • I I. N N'lk+ X11 -' rye. i • ' `° t y'" 5S b ARKIfI UFFER lop AMES ESNT. 4. 1 `A,'', - _ !fly' . ' , F •.., , 1 j / r • .l , y`V" t i Nk S' O '•L INAtif Ot` •.... WL E 1it!!d l P D B. 661-787 sae . c" s OUT EA _ F - ` i ',, I l Zp s j 1 i I ASE ENWER1 I j•. 0\ ox. g 1 9¢ -6v -- CURRENT 40 0 40 80 I- mmmd EXISTING IMPERVIOUS AREA SCALE IN FEET EXISTING PERVIOUS AREA= 71 1279843 S.F. EXISTING IMPERVIOUS AREA= 29% 529060 S.F. VIA i .. Vii._ w. PAYED WALL r Lj W. Y• W • sir. c I •' , W W • W .y/W > YW • J W • W ' ` F- f'1 i ' t rv'' ua s x zz7 S I .. • 4 I %k„, l I 1 D ]b' ARS o f i ACCES I IF • I ,L, K•' . i •. ` Y' W •`,'. ' W o M ,' t / 1 f I AAR ty3 MARK 536 a] a B. 661-797 ..._........ .. _•.......-.cLW 6 OUTTEP_._....._ _.........._ __ _. w ,....•-.ryf._._ _ _...t , ` < t J E.t$L tmd `'ti." / v ! N` ri ex.Js rve i u a ;d' t Gass _ a 46A0s t1' J., I'" `G O".- . ""'__ --- A' ewe, ' ; J r''i`i' yEe,K . / ti. .• ,,,,., r O tyles- ULTIMATE BUILD—OUT 40 0 40 80 PROPOSED IMPERVIOUS AREA SCALE IN FEET EXISTING PERVIOUS AREA= :':'':':......':':':': 34% 619420 S.F. EXISTING IMPERVIOUS AREA= 66% 118,482 S.F. ME SDP 2009-00034 H Z W L 0 U Z D 0 U W a W W N Z LLJ rn oO N N W O o Z O Q W Q Q Z O N U 1—) 0 W U F— WLL Z w 0 CL Z Q Of F— Ld L1J Q LLI 0rZ 0 U U U) w W w wLLI LL- Li Q Q F— U w m Q z a w 0 F— CLQ 0 O I l L M N14t x O O LLJ Y Q I O Z Y DO w Q z U m 0 W Q U 2 U O ILA aoo O N rn x o foo O O NO N cy w r cor oo Qvop W 0 J 4) w J a rnmcm 0 U C C w 0 t Q 0 OWNER/DEVEL OPER: MARTHA JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (434)-982-7016 CONTACT.- MICHAEL R. SPA TZ EMAIL: michael. spotz®m1h. org ENG/NEER: RUMMEL KLEPPER & KAHL, LLP 801 EAST MAIN STREET, SUITE 1000 RICHMOND, VA 23219 PHONE NO.: (804)782-1903 FAX. (804) 782-2142 CONTACT.- MALACHI M. MILLS, PE EMAIL: mmills 04k. co m Nk KEY QTY BOTANICAL NAME A 13 Ulmus Parvifolia B Zelkova serrata C Acer Rubrum D Syringa reticulata E Acer saccharum F Ilex opace G Pinus nigra H ----- lu i Prunus serrylate K Ilex cornuta L Spirea bumalda M Juniperus chinensis N Azaleas P Taxus baccata repandens R Ilex crenata S Ilex attenunata T Acer palmatum U Nandina domestica V Hemerocallis W Spirea japonica X Cotoneaster salicifollus Y Vinca Minor Z Cotoneas lagerstroemia NS Ilex x. Nellie Stevens DW Cornus florida BP Pyrus Calleryana Bradford WP Pinus strobus CR Cryptomeria japonica JU Juniperus ch. Sargenti! EXISTING PLANTS WERE NOT LOCATED BY SITE SURVEY. MUNCASTER ENGINEERING LANDSCAPE PLAN DATED 11-15-96 WAS TAKEN TO THE SITE AND USED AS A BASE FOR LOCA TING BOUNDARY AND TOPOGRAPHY AND NAMING EXISTING PLANTS. ALL PLANT AND BENCHMARKS PROVIDED NAMES AND L OCA TIONS WERE TRANSFERRED TO BY ROGER W. RAY & SIXF PLAN PREPARED AND PROVIDED CAD TO CREATE THIS EXISTING LANDSCAPE ASSOCIA TES, INC. BY' RUMMEL KLEPPER & KAHL, LLP. PLAN. COMMON NAME Dynasty Elm Green Vase Zelkova Red Sunset Maple Japanese Tree Lilac Sugar Maple Greenleaf holly Austrian Pine Rosy Cloud Cherry Dwarf Burford Holly Crispa Leaf Spirea Nick's Compact Juniper Pleasant White Dwarf Yew Heller! Holly Foster! Holly Japanese Maple Firepower Nandina Repeat Blooming Daylilly Princess Spirea Wlllowleaf Cotoneaster Periwinkle Nachez Crepemyrtle Nellie Stevens Holly White Dogwood Bradford Pear White Pine Japanese Cryptomeria Sargent Juniper 30 0 30 60 SCALE IN FEET 1 Inch =30k Z Q V ZF w d0 Ic Jeffery M. Collins Cert. No. 452 DATE= 061011041 ARB SUBMITTAL Rev. SCALE, AS NOTED SHEET, L L of X oo oluX Jeffery M. Collins Cert. No. 452 DATE= 061011041 ARB SUBMITTAL Rev. SCALE, AS NOTED SHEET, L L of u NLNGHH MANK SLI RR SPRIKE IN SASE OF POWER POLE ELEV.:539.51 EXISTING PLANTS WERE NOT LOCATED BY SITE SURVEY. MUNCASTER ENGINEERING LANDSCAPE PLAN DATED 11-15-96 WAS TAKEN TO THE SITE AND USED AS A BASE FOR LOCATING AND NAMING EXISTING PLANTS. ALL PLANT NAMES AND LOCATIONS WERE TRANSFERRED TO CAD TO CREATE THIS EXISTING LANDSCAPE PLAN. OWNER/DEVELOPER: MARTHA JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (434)-982-7016 CONTACT: MICHAEL R. SPATZ EMAIL: michael.spatz®mjh.org ENGINEER: ENGINEER: RUMMEL KLEPPER & KAHL, LLP 801 EAST MAIN STREET, SUITE 1000 RICHMOND, VA 23219 PHONE NO.: (804)782-1903 FAX: (804) 782-2142 CONTACT: MALACHI M. MILLS, PE EMAIL: mmills®rkk.com 4 I x ty. - - 529'-- 5228. cp 530- g ' / ` \ BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY ROGER W. RAY & ASSOCIATES, INC. SITE PLAN PREPARED AND PROVIDED BY RUMMEL KLEPPER & KAHL, LLP. ti 8'• x" , TAPPING SLEEVE SALVE 1 I t QTY. BOTANICAL NAME COMMON NAME SPACING CALIPER HT./SP. ROOT DTL I 1 TREES: I11P AR 8 ACER RUBRUM 'CRIMSON KING' RED MAPLE i 2.5' 88 Q_ AG r-- L__.- ---- 1! NORTH 30 0 30 60 SCALE IN FEET I 1 fth +3Oft. I I I I I 1 I 2' x Z' x p'-0' NIdtDN100D STAKES - Ti I! EAGN TilesA LDeGREeB UJW. TO BE INSTAa9 OUTSIDE OP ROdOVE STAPLES ROPE, TWINE AND TOP 1/3 OF BURLAP WRAP. ALL PLANTS TOO W INIIST W SAO TTNAATT TOP OF BALL IS ATT sAS. GRADE AS ORIGINALLY GROWN. NON BIODEdRADABtt MATERIAL SHALLWC4M7PLETZLYREMOVED. 3' LAYER SHREDOED HARDWOOD MULCH b' TALL SOIL RING A.L. AROUND - TYPIGAL EXISTINS GRADE SIDES OPTIONAL b' T BOTTOM OF PLANTS. pIP TOPWIL ' gB AGICPILL IS NOTITcw USM FAD GOW ALLAW POR = SETIT.EMENTNt§ L Y CONTANBi/ ACTUALLY GROWN. DOWN TO HEIGHT BALL= AND BURLAPPLD TRMS N.T.S. SET FLUME WITH EXISTING GRADE- NOT TO EXCEEDFIVEDEOReEB !'ROM ru". REMOVE STA L19 ROM TWINE AND TOP IM OOF "LAP A RAp.., ODEGRNDMATEItIAL S' LAYER OF SHREDDED HARDWOOD MU .GH. EARTH MOUNDED AT EDGE TO PORM A SHALLOW SAUOM EXISTING GRADE OObQATVD L 'MALL11.FWNDR w kANTT IIGLIER' THAN ORIGINALLY GROWN AND TMES, 5HRU55, OWUNDWASIS N.T.5. AV0nU*4A& Ii0"M I. ALL PLANT MATERIALS SHALL EE GUARANTEED FOR ONE PULL YEAR TO BE IN A HEALTHY ORONUNDGONDMON. PLANT MATERLALS W" NOT PL ILL THIS GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER 111112FLAG4DOINT SNML BE GUARANTEED THR0USNOUT THE ORIGINAL OU/1RANTEE PERIOD. FLAWS THAT Oil! WITHIN 30-60 DAYS SHALL BE REFLAC V IMMEDIATELY AND WITHAGUARAMMFORTHEBALM" OF THE YEAR GONTRKTOR SHMLL REMOVE ALL NODE, WIRES, STAKI21% ETfC., AT THE END OF THE GUARAWM FERIOD. Z. ALL PLANTING 00 AREAS SMALL BE COVERED WITH A 9' LAYER OF TOP GRADE SH PtWOED MJl.GH. TOP GRADE MIA4H 00" BE FRC! OF MOLD, GRASS AND OTHER IMPURITIIb. ALL LANK AREAS SHALL EI: SEEDEDINACCORDANCEMTNAGGEPTEDHORTICULTURALFRACTICLNLeSSNOTEDOTHMMSEONTHEFLAN 3. FMOR TO LA IMICIA!E GONSTRUGT101% LANW-AM CONTRACTOR SHALL CONTACT MISS UTILITIES FOR YMPICATWN OF ALL UVEROROUHD UTILITY LINES AND INSTALL ALL TREeB APPROPRIATELY. 4. CONTRACTOR SMALL BE RESPOM M E POR MAINTENANCE AND WATERING OF ALL PLANT MATERIALS LNITIL PIK& ACCEPTANCE. CLIENT SHALL BE RESPONSIEI.E POR MAINTAINING PLANTS APTIM FINAL AGGEPTANCE. MAINTSHANIM SHALL INCLUDE WATERING AS PLANT MATERIAL REQUIRES. WEEDREMOVAL, AND ANY NEEDED PRUNINS, MONING, OR MULGHINS. S. ALL. PLANT MATERIALS SHALL BE INSTALLED AGGORDINS TO AGGEPTED NORTICLILUMAL PRACTICES. ALL PLANTING SHALL BE P010"RMED LNSOER THE SUPERVISION OF AN EXPERIENCV PLANTS PERSON. b. NO SLI86T1TUTI4" SHALL Be MODE INLESS APPROVED BY ALB54ARLE COUNTY PLANNINS OFFICE. T. FIELD AD"T APPROPRIATE RARE IN ALL COUNTY REQUIRED EUJrTEIR An" AND OUT OF VEHIG{LAR SIGHT DISTANCE AT INTOW-OWTIONS. FIELD ADJJST ALL TREES TO BE LOCATED OUT OP UTILITY EASEMENTS. O. BASE MAP INFORMtATION WAS GOMIPILM FROM RKNC, LLP; SITE PLANS DATED 05/02/0q. N. OWNER IS RESPONSIBLE POR FAFLAGENINT OF ANY PLANTINGS (S. SHII{1o8, MJ DAMAGED OR RWOveO BY on, DPW, OR THEIR AGENTS AS R N UIRW FOR M A1W&WCE OF COUNTY OWED WATER SEWER OR DRANAGE FACILITIES. 10. FIELD A04SST PLACEMENT OF TReeS AND LIGHTS TO ENSURE THAT THERE IS ENOUGH SEPARATION BeTV4M THIN LIGHT POLES AND THE TRIS SO THAT THE ILLUMINATION LEVELS WILL NOT Be COMPROMISED. 11. ALL SITE FLANTINOO OP TREED AND SHRMM SHALL Be ALLONEO TO REACH, AND Be MANTAINEO AT MATURE HEIGNTjTHETOPPING H AILTH IS PIRONEINT. SHIRIES AND TREES SHALL Be PRUNNED MINIMALLY AND ONLY TO SUPFORTTHEOVERALLHEALTHOFTNZPLANT. W SCFMVULE KEY QTY. BOTANICAL NAME COMMON NAME SPACING CALIPER HT./SP. ROOT DTL REMARKS TREES: AR 8 ACER RUBRUM 'CRIMSON KING' RED MAPLE AS SHOWN 2.5' 88 1 AG 6 ACER GRISEUM PAPERBARK MAPLE AS SHOWN 8' HT. BB 1 B 15 BETULA NIGRA RIVER BIRCH AS SHOWN 2.5' BB 1 3 CANES MAXIMUM FF 6 CORNUS FLORIDA WHITE DOGWOOD AS SHOWN 8' HT. BB 1 SINGLE STRAIGHT TRUNK ICC 5 CERCUS CANADENSIS REDBUD AS SHOWN 6' HT. BB 2 4 CRYPTOMERIA JAPONICA CRYPTOMERIA AS SHOWN 8' HT BB 2 STRAIGHT SINGLE TRUNK INH 23 ILEX NEWE R STEVENS NELLIE STEVENS HOLLY AS SHOWN 6' HT. BB 2 N 6 PINUS NIGRA AUSTRIAN PINE AS SHOWN 6' HT. BB 1 PS 3 PINUS STROBUS WHITE PINE AS SHOWN 6' HT. BB 2 STRAIGHT SINGLE TRUNK PA 7 PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 35' o/c 3.5 BB 2 STRAIGHT SINGLE TRUNK QP 4 QUERCUS PHELLOS WILLOW OAK AS SHOWN 2.5' BB 1 SB 1 SALIX BABALONICA WEEPING WILLOW AS SHOWN 8' HT BB 2 STRAIGHT SINGLE TRUNK ZS 2 ZELKOVA SERRATA ZELKOVA AS SHOWN 2.5' BB 1 SHRUBS: IC 44 ILEX CRENATA COMPACTA COMPACTA HOLLY 30' o/c 24' HT. CONT. 2 MULCH ENTIRE BED Jeffery M. Collins Cert. No. 452 DATE, 06/01 /Oa ARB 5UBMITfAL REV. SCALE] AS NOTED LL I U. e_1 U..) U'1) U. 01.0 0 4 U. 0,2 0,4 0.6 C 0,'6' 1.0 0.8 0.n T 44Fi, 4 fj', 0t, 7 T a 0.0 1,2— 12 11.2 A 7 1A. C.9 1.7 1,0, 1,13 11 0, Q C 0,7 1,2 1,4 3 1.4 0,61 0,8 1.0 13 111.6 1.7 1.4 2,3 3,0 13.4 5 1.4 0.8 0.4 0.2 01 i II— A 10,8 1, 1 i,3 1A 1 7 112 2, 2 2, 0 2,,! 3.2 4.7 3". 8 0, 4 ( 11, 0.2 01 Cf 1.4 21 2,3 2,1 2.1 jj! 2. 1 1, 7 6' 2.7 3,5 14,0 2 8VOLEGH 4 EM P, .1, 0 01 0_1 0121 EXISTINGINU ILIUM I POLE RELOCATEDLU TO61Sb0AIN 2.2 15 .0 112,2 2 1 1 5 r 1.6 2.2 12.4 -1.9 1.2 0.7 0,4 02 01 0,1 0,1 0.1 0.1 0_2 0, 0, 1.6 .6 5, 3,6 2., LL23L 2,4 1,8 1,5 1.7312,1 EXISTING BOLLARD TO BE RELOCATED 1.7 3,6 414.6- 17" 2.6 27 r= 2, 0 1, 8 1,41 2,6 1,7 2,0 2,6 3,4 3,5 2.7 2_17t c, 2_'3 9 11,21 i j EXISTING IN—GROUND 1,2 1S2.4 2,6 41 1 .;_ = 8.4= '2_5 2, 11 4 1A 1), 9 LIGHTING 1 1 E TffN G P.8 1,2 13 2,0 2.6 34 4.3 113.7 3=7) 2.6 2,2 1.7 1.4 11.1 0, 2 STORY 0,9 111 1 1.5 2,1 3, 0 3,2 3.3 1141 113 8 2", 8 2.6 2.2 1.6 1.4 11.1 209000 S. F. 11 11 WWI", 0.9 111,4 1.9 24 2,9 3, 6 3, (3 114.3 14.1 2 ',,.O 2, 1,7 116 21/ Il— 1111mo—B MEDICAL OFFICE 1 4.C3 1;,0 111.5 2.2 2.8 13 3,7 4,6 115 , 8 1,.',C 4, 2 S, 2 2,6 2,1 1 3 0, BUILDING 0,1 1 0,6 2,2 2A 3,4 4,3 6,0 1) 4'a 1.8 7 PA 1 0.9 63 01 1,3 111,9 2.5 27 3.9 5.5 8,2 ..1: 1 J,9 7,9 5,1 3,5 2, 2.0 71 1.1 EXISTING BOLLARD TO REMAIN 0,4 0.7 1,4 1199 97 3.1 4,2 A Q 1 0, 5,7 17 2,5 1,0 2. 4 0.7 1 , 2 0.6 2,2 2,5 14 4. 17.71 1ff,f 4,2 2,8 2. 1 II II 1 11 1-k 47-7, ti 3, 0 2, 5 .02.0— 2A10,2 0,4 0, 1 A5 21 2.5 3.1 13 4A _11114.j 1 71 1.7 1,1 0,? 0, 04 0_1 0,2 Q.2 0,2 II II Ann TA nr n9PI`T 63 2,8 2_3 2. 11,71 1,4 1,3 5 +7" 3 0 PLLM '0), 4 0, ',0 1113 2.1 2,4 .8 3,4 3,6 10. 3 t.5 M 21 2.9 3_3 If3,41 1,3. 1 2., S 2,80, 7 '.2. 111.9 1.9 2_3 2,1 2.1 111.8 1 13 0,9 0.8 LL = I—==J I i!== 1L j 11, 2 10. 3 6 0, 91 1.3 I's 1.9 1,9 1.9 4 2,8 2.1312,8 2,8 `7_Q 2.5 2, is 1,6 1.5 1 1.2 0,2 0,4 O,6 1,0 1.5 2.3 16 27 2,2 2,0 2,11 2,3 2, ,5 2,8 14 13 2,13 2.6 2,3 27 2,6 2.5 01.5 s\04 f3 Z- 0.3 0,6 1.0 1,5 2, 3.5 42 3,5 2,3 1,5 1.61 21 22 2,2 31 3,9 4.0 4,4 3.9 4,1 12 3 - 0,5 0.9 1,4 2,6 2 3.3 0 1.6 1.41 1,6 1,9 2,0 3 4 41 3.2 2.2 11 1 lql EXISTING F OL-E_.p TO EMI AlPHT,2 '4 736163,1 2 1 1 0 2,0 1.7 1.3 1.1 1,0 G.8 07 03 1,0 1.3 1.8 2. 1,4 1.3 114 1.6 1 0.9 07 0.6 .19 1.1 0 1. .9 1.0 1.1 1.4 0,4 0,5 0.5 M 0740,4 1,2 1.2 2 3 0.3 0,4 0,6 07 O. 1,2 1.4 1,4 0,4 0,6 .7 0.9 1.1 1_3 0"01 0,6 0.8 1.1zk 0.3 0. 40. 5 0.7 tk II zk ztzt -,Az 0.4 I h ' BRICK BUILDINGII II II II 1 II 1 4 Il 11 Odit M Il 0,5 0 90 -!1 U I 11 10,1 1 .5 0 15 1 0! 0,4 0 13 II U t , i .5 0 10a 10.4 0 II 11 11 c 0.5 0.9 O.5 0,E8 owl - - — — — — 0 011 r. rel18C&E vir 0 1-1117 2,2 r'y' 3 1 A - rIiEXISTINGLIGHTPE RELOCATED1. 2 3,1 2,0 5 1.4 1.2 11 1,6 2,0 2_1 1 Al 2,2 '.,6 2 1.3 1.4 1,5 1 3,2 4,' 3,6 t - C 1.7 2,3 4 2"., L i.,7 2,' :1,7 41.9 4,2 "'.6 rE,12 8 2.0 3,1 3 4 33 15 3,6 2,4 6' N 2,9 3.1 4,4 :3.x'3 2, 4 :J A. i 4,2 ; _,,j I I - I1,4 4NEW3k184 2 STORY I - 2. 2. z r) Z( 219200 S.F. I 8 2.6 41 84MEDICALOFFICE j 1,9 2, 0 _iBUILDING 0 4,2 NEW IN -GROUND 0,7 b LIGHTING I'll 12 1,2 1,5 1, (j rj 1 (T 0. 71 77 27.3 2A 0,9 1, 0 72 0 241,1 2,4 ?J) i 3 1,6 41,3 I 3 1,6 1 6 1,8 2.7 251 2 7 1,9f 'o .4 q 27 :,7 2.1.8 1,6 r .7 1.8 2.1 2.8 ;3.J 3,0 3.i At, 2 3.^ 2.1 3, 4 3.4 3,0 _0 2,9 3,6 3.8 ). i 3,6 3. 4,6 4 '9 4. 1 9 6 7 32,6 r5 4,4 5, 2 5 ,-8 5, 6 4.5 17 6 37 --------------- 7 J, 5.5 4,3 4V 4 0 4.3 4, 7 4 2p 2.8 3.2 A2 -, 7A 5,5 4.6 4,9 4. 9 0 5 67 4,6 2 -3 1 2,4 3,3 4,4 6,0 4,6 4, 1 3 6 6 73, 4, 5,8 6, 1 4 1 2,8 3.7 4,-x-1 C 1-4- +74— 4,7 4, 7, 4,4 -,-1,4 2,7 '2; 2,9 3,6 5.0 1,4 212,8 2,8 2.7 ,l 2,7 3,1 - 4_6 3.8 3 9 0 1 2, 2,2 2,2 '2_ 1 1 21 2_3 2,,) 2,7 2,7 2, 6; M 3.4 1, 4 3,:," 1 . f 0 25 2.4 1,9 2.1 2.7 2 5 j 2.; 2,7 2,5 16, 3 27 2.3 1 21 2.1 2 1, 2,6 2,5 2_ 2,3 16 2,6 2,1 3.1 2 j, ti9 ?,8 2,8 3.4 Ci 2,9 24.4 2 2,1 1,8 t "21 3.3 4_3 4,9 ',3 51 -,3 1. <3 2,2 ,:,0 2,6 4,2 -1 1— 2 C 2.8 3, 7 5.6 jl 6,7 3.2 3./ 3V 3,0 2 2,2 3.1 4,6 3.4 1/9 12,A22.3 3, 71 4,9 3,61 '13". 2, 33 3 4.2 2,6 8 2,11 3.8 5 5 &5 2 ,:.4 7 3 -9 3.1 3,3 24 2 0 IA 2 -to 3.: 3, 9) 4.1 4,2 4.0 5 4,2 3 6 3,1 10 2,3 JA 3 22 4 2,3 2,0 1,9 2,0 2A 2,7 3, 131 .4 _8 4 M/ VpW 14 11 e-4 1,2 1,2 1.4 1,4 A 1, 2, l 0 1,2 011 ''1 1,4 i tGol,1i).4PG-60,8 JOB 308079.GOOT) w 13:i, w QF 7 w w 0, 7 0*) 4- e - ----------- - 01FppLZoo wwe 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 fax: 804.355.2114 Dallas - Houston . Nashville - Miami - Richmond Austin - Denver - Phoenix - Washington D.C. G S & P Design Services For The Built Environment 0 Atlanta Birmingham Charlotte clasinned Colum bus Dallas Fort Lauderdale Jackson Jeeksonville Knoxville Louisville Memphis Nashville Rlshmond Tamps E G R E S H A M S M I T H A N D P A RT N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARB SUBMISSION REVISION Nee- Dole - Revision SITE PLAN - LIGHTING Vftls 7129------- E101 PROJECTs27129.00 DAT@i 3/31/09 II 1 4 Il 11 Odit M Il 0,5 0 90 -!1 U I 11 10,1 1 .5 0 15 1 0! 0,4 0 13 II U t , i .5 0 10a 10.4 0 II 11 11 c 0.5 0.9 O.5 0,E8 owl - - — — — — 0 011 r. rel18C&E vir 0 1-1117 2,2 r'y' 3 1 A - rIiEXISTINGLIGHTPE RELOCATED1. 2 3,1 2,0 5 1.4 1.2 11 1,6 2,0 2_1 1 Al 2,2 '.,6 2 1.3 1.4 1,5 1 3,2 4,' 3,6 t - C 1.7 2,3 4 2"., L i.,7 2,' :1,7 41.9 4,2 "'.6 rE,12 8 2.0 3,1 3 4 33 15 3,6 2,4 6' N 2,9 3.1 4,4 :3.x'3 2, 4 :J A. i 4,2 ; _,,j I I - I1,4 4NEW3k184 2 STORY I - 2. 2. z r) Z( 219200 S.F. I 8 2.6 41 84MEDICALOFFICE j 1,9 2, 0 _iBUILDING 0 4,2 NEW IN -GROUND 0,7 b LIGHTING I'll 12 1,2 1,5 1, (j rj 1 (T 0. 71 77 27.3 2A 0,9 1, 0 72 0 241,1 2,4 ?J) i 3 1,6 41,3 I 3 1,6 1 6 1,8 2.7 251 2 7 1,9f 'o .4 q 27 :,7 2.1.8 1,6 r .7 1.8 2.1 2.8 ;3.J 3,0 3.i At, 2 3.^ 2.1 3, 4 3.4 3,0 _0 2,9 3,6 3.8 ). i 3,6 3. 4,6 4 '9 4. 1 9 6 7 32,6 r5 4,4 5, 2 5 ,-8 5, 6 4.5 17 6 37 --------------- 7 J, 5.5 4,3 4V 4 0 4.3 4, 7 4 2p 2.8 3.2 A2 -, 7A 5,5 4.6 4,9 4. 9 0 5 67 4,6 2 -3 1 2,4 3,3 4,4 6,0 4,6 4, 1 3 6 6 73, 4, 5,8 6, 1 4 1 2,8 3.7 4,-x-1 C 1-4- +74— 4,7 4, 7, 4,4 -,-1,4 2,7 '2; 2,9 3,6 5.0 1,4 212,8 2,8 2.7 ,l 2,7 3,1 - 4_6 3.8 3 9 0 1 2, 2,2 2,2 '2_ 1 1 21 2_3 2,,) 2,7 2,7 2, 6; M 3.4 1, 4 3,:," 1 . f 0 25 2.4 1,9 2.1 2.7 2 5 j 2.; 2,7 2,5 16, 3 27 2.3 1 21 2.1 2 1, 2,6 2,5 2_ 2,3 16 2,6 2,1 3.1 2 j, ti9 ?,8 2,8 3.4 Ci 2,9 24.4 2 2,1 1,8 t "21 3.3 4_3 4,9 ',3 51 -,3 1. <3 2,2 ,:,0 2,6 4,2 -1 1— 2 C 2.8 3, 7 5.6 jl 6,7 3.2 3./ 3V 3,0 2 2,2 3.1 4,6 3.4 1/9 12,A22.3 3, 71 4,9 3,61 '13". 2, 33 3 4.2 2,6 8 2,11 3.8 5 5 &5 2 ,:.4 7 3 -9 3.1 3,3 24 2 0 IA 2 -to 3.: 3, 9) 4.1 4,2 4.0 5 4,2 3 6 3,1 10 2,3 JA 3 22 4 2,3 2,0 1,9 2,0 2A 2,7 3, 131 .4 _8 4 M/ VpW 14 11 e-4 1,2 1,2 1.4 1,4 A 1, 2, l 0 1,2 011 ''1 1,4 i tGol,1i).4PG-60,8 JOB 308079.GOOT) w 13:i, w QF 7 w w 0, 7 0*) 4- e - ----------- - 01FppLZoo wwe 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 fax: 804.355.2114 Dallas - Houston . Nashville - Miami - Richmond Austin - Denver - Phoenix - Washington D.C. G S & P Design Services For The Built Environment 0 Atlanta Birmingham Charlotte clasinned Colum bus Dallas Fort Lauderdale Jackson Jeeksonville Knoxville Louisville Memphis Nashville Rlshmond Tamps E G R E S H A M S M I T H A N D P A RT N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARB SUBMISSION REVISION Nee- Dole - Revision SITE PLAN - LIGHTING Vftls 7129------- E101 PROJECTs27129.00 DAT@i 3/31/09 10.4 0 II 11 11 c 0.5 0.9 O.5 0,E8 owl - - — — — — 0 011 r. rel18C&E vir 0 1-1117 2,2 r'y' 3 1 A - rIiEXISTINGLIGHTPE RELOCATED1. 2 3,1 2,0 5 1.4 1.2 11 1,6 2,0 2_1 1 Al 2,2 '.,6 2 1.3 1.4 1,5 1 3,2 4,' 3,6 t - C 1.7 2,3 4 2"., L i.,7 2,' :1,7 41.9 4,2 "'.6 rE,12 8 2.0 3,1 3 4 33 15 3,6 2,4 6' N 2,9 3.1 4,4 :3.x'3 2, 4 :J A. i 4,2 ; _,,j I I - I1,4 4NEW3k184 2 STORY I - 2. 2. z r) Z( 219200 S.F. I 8 2.6 41 84MEDICALOFFICE j 1,9 2, 0 _iBUILDING 0 4,2 NEW IN -GROUND 0,7 b LIGHTING I'll 12 1,2 1,5 1, (j rj 1 (T 0. 71 77 27.3 2A 0,9 1, 0 72 0 241,1 2,4 ?J) i 3 1,6 41,3 I 3 1,6 1 6 1,8 2.7 251 2 7 1,9f 'o .4 q 27 :,7 2.1.8 1,6 r .7 1.8 2.1 2.8 ;3.J 3,0 3.i At, 2 3.^ 2.1 3, 4 3.4 3,0 _0 2,9 3,6 3.8 ). i 3,6 3. 4,6 4 '9 4. 1 9 6 7 32,6 r5 4,4 5, 2 5 ,-8 5, 6 4.5 17 6 37 --------------- 7 J, 5.5 4,3 4V 4 0 4.3 4, 7 4 2p 2.8 3.2 A2 -, 7A 5,5 4.6 4,9 4. 9 0 5 67 4,6 2 -3 1 2,4 3,3 4,4 6,0 4,6 4, 1 3 6 6 73, 4, 5,8 6, 1 4 1 2,8 3.7 4,-x-1 C 1-4- +74— 4,7 4, 7, 4,4 -,-1,4 2,7 '2; 2,9 3,6 5.0 1,4 212,8 2,8 2.7 ,l 2,7 3,1 - 4_6 3.8 3 9 0 1 2, 2,2 2,2 '2_ 1 1 21 2_3 2,,) 2,7 2,7 2, 6; M 3.4 1, 4 3,:," 1 . f 0 25 2.4 1,9 2.1 2.7 2 5 j 2.; 2,7 2,5 16, 3 27 2.3 1 21 2.1 2 1, 2,6 2,5 2_ 2,3 16 2,6 2,1 3.1 2 j, ti9 ?,8 2,8 3.4 Ci 2,9 24.4 2 2,1 1,8 t "21 3.3 4_3 4,9 ',3 51 -,3 1. <3 2,2 ,:,0 2,6 4,2 -1 1— 2 C 2.8 3, 7 5.6 jl 6,7 3.2 3./ 3V 3,0 2 2,2 3.1 4,6 3.4 1/9 12,A22.3 3, 71 4,9 3,61 '13". 2, 33 3 4.2 2,6 8 2,11 3.8 5 5 &5 2 ,:.4 7 3 -9 3.1 3,3 24 2 0 IA 2 -to 3.: 3, 9) 4.1 4,2 4.0 5 4,2 3 6 3,1 10 2,3 JA 3 22 4 2,3 2,0 1,9 2,0 2A 2,7 3, 131 .4 _8 4 M/ VpW 14 11 e-4 1,2 1,2 1.4 1,4 A 1, 2, l 0 1,2 011 ''1 1,4 i tGol,1i).4PG-60,8 JOB 308079.GOOT) w 13:i, w QF 7 w w 0, 7 0*) 4- e - ----------- - 01FppLZoo wwe 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 fax: 804.355.2114 Dallas - Houston . Nashville - Miami - Richmond Austin - Denver - Phoenix - Washington D.C. G S & P Design Services For The Built Environment 0 Atlanta Birmingham Charlotte clasinned Colum bus Dallas Fort Lauderdale Jackson Jeeksonville Knoxville Louisville Memphis Nashville Rlshmond Tamps E G R E S H A M S M I T H A N D P A RT N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARB SUBMISSION REVISION Nee- Dole - Revision SITE PLAN - LIGHTING Vftls 7129------- E101 PROJECTs27129.00 DAT@i 3/31/09 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 fax: 804.355.2114 Dallas - Houston . Nashville - Miami - Richmond Austin - Denver - Phoenix - Washington D.C. G S & P Design Services For The Built Environment 0 Atlanta Birmingham Charlotte clasinned Colum bus Dallas Fort Lauderdale Jackson Jeeksonville Knoxville Louisville Memphis Nashville Rlshmond Tamps E G R E S H A M S M I T H A N D P A RT N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARB SUBMISSION REVISION Nee- Dole - Revision SITE PLAN - LIGHTING Vftls 7129------- E101 PROJECTs27129.00 DAT@i 3/31/09