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Home My WebLink AboutSDP201000029 Plan - Approved 2010-04-06SITE DEVELOPMENT la EXISTING USE: ADDRESS: 3263 D, CHARLOTT�ESVILRE VA 22911 MARTHA n crnev urnine� nrrinc JEFFERSON HEALTH 3 RV CES 2 -01ORY MEDICAL OFFICL 10,000 S.F. (FOOTPRINT) 209000 S.F. (GROSS) OUTPATIENT TAX MAP ID #: 032AO -02 -00 -001 AO VIA DEED BOOK: D.R. 1415, PG. 057 PROPOSED USE: EXPANSION 2- -STORY MEDICAL OFFICE 109600 S.F. (FOOTPRINT) 219200 S.F. (GROSS) * 419200 S.F. (TOTAL GROSS) ZONING: HIGHWAY COMMERCIAL.. 0-Ir) BUILDING HEIGHT: (PER ALBEMARLE: COUNTY CODE, CHAPTER 18, SECTION 21.4) NOT TO EXCEED 65' -- PROVIDED ANY STPUCTURE EXCEEDING 35' SHALL PC SET BA.1 - -'V FROM ANY STREF' RIGHT OF 'NAY, IN ADDITION TO MINIMUM REQUIREMENTS, A INSTANCE OF NOT LESS THAN 2' FOR EACH OF HEIGHT IN EXC Sc, OF 35' PROVIDED: 2 -STORY MEDICAL. OFFICE CAD 29'- n" MINIMUM YARD REQUIREMENTS: (PEP ALBEMARLE COUNTY CONE, CHAP*) ER 18, SECTION 21.7.1) ADJACENT TO PUBLIC STREETS: STRUCTURES (EXCFPT SIGNS) -- 30' MIN. OFF STREET PARKNIJO OR LOADING SPACE: - 10' MIDI MAXIMUM NUMBER OF EMPLOYEES: 65 PEOPLE EXISTING PARKING: 7Q FXI STING SPACES FOR EXISTING USE PARKING REQUIREMENTS: 1 SPACE /200 S.F. NET OFFICE FLOOR AREA RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA FINAL SITE & UTILITY.P'LAN @ 0.80 *41,200 S.F. = 32,960 S.F. (NET) FIELD SUR`JE ( SOURCE: 329960 S.F. /200 S.F. = 165 SPACES REQUIRED BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PARKING PROVIDED: PROVIDED BY OWNED PER ROGER W. RAY & 53 EXISTING PARKING SPACES (TO REMAIN) ASSOCIATES, INC. DATED FEBRUARY 18, 2009. 145 PROPOSED PARKING SPACES (NEW) STORM PIPE 198 PARKING SPACES TOTAL (INCLUDING 8 HP) US US COAST AND GEODETIC SURVEY Z155 ACREAGEZUSE AREA: TOP OF A CONCRETE POST. PARCEL SIZE: 4.13 AC. (179,903 S.F.) LOCATED AT ' HE INTERSECTION OF U.S. RT. 29 BUILDING FLOOR AREA: 41, ?00 S.F. AND ST. RT. 649 GREENSI•'ACE 15.88n :'�? °r,) 12.4' SE .�F THE SW CORNER OF CRENSHAW'S INTERIOR LANDSCAPING:. GARAGE; 40! 45.5' WEST `JF THE V' � ~r�RNER OF GREENTOP AREA REQUIRED: `)% Or" 1 U r Al.. PARKING AREA! MOTEL; 0.05 *1219823 S.F. -z- 6,092 S.� . REQUIRE -D AND 46.5' NE OF THE CENTERLINE OF ST. RT. 22,354 S.F. PROVIDF!) 649, 1 TREE /10 PARKING SPACES REQUIRED: AND 85.5' NW OF THE CENTERLINE OF THE S.B.L. 198/10 = 20 TREES REQUIRED OF U.S. RT. 29. ELEVATION 74 TREES PROVIDED TREE CANOPY CALCULATIONS NGVD29 10% TREE CANOPY REQUIRED 4.13 AC. *43,560 S.F. /AC. *0.10 = 179990 S.F REQUIRED EXISTING TREE" CIANOPY = 13,113 S.F. 7 PROPOSED TREE CANOPY - 22,635 S.F. TOTAL TREE CANOPY PROVIDED: 139113 S.F. (1.2!�4) +22,6 -35 S.F. = 39,026 S.F. PROVIDED STREET TREES' ROAD ROAD P .. �c�F� REQUIRED PROVIDED � � ROUTE 29 6 LARGE: OR 8 LARGE 8 MEDIUM 4 ARMSTRONG MAPLE I I ? P1.EI N!A' LE :2 AUTUMN PIJRF ; E _M ROUTE 649 15 1. LARGE I RED 1' -APL IMPERVIOS A.RA: EXISTING CONDITIONS = 55,335 S.F. (31%) PROPOSED DEVELOPMENT == 119,482 S.F (6r)f''1 WATERSHED: � < co NORTH FORK RIVANN 4 (BELOW WATEP INTAKE) l a MEDICO T L QFFICE_ BUI_LQING; T AFF"Ir' /_�,.�' -P GFNF_RATI N1 PEP !TF, 8TH EDT. �FpRE '�pv LAND LSF CODE 77p0. "Ar[ DFFICE BLI!LOING DAILY: 1470 VPD BEFORE YOU DIG CALL AM PEAK: 95 VPH PROTECT YOURSELF. GIVE THREE PM PEAK: 130 VPH WORKING DAYS NOTICE N VICINITY MAP Scale: 1" = 2000' NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES (D.I. OR M.H.) 2. ALL SAN. SEWER PIPE LENGTHIS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATFION-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 I'i- Tlu\�som SHEET NO. 1 OF PROPOSED LEGEND 2 OF ASPHALT PAVEMENT 4---�- SANITARY SEWER LINE 4 OF WATER LINE 5 OF STORM PIPE Q DRAINAGE STRUCTURE NUMBER 174./ PROPOSED FINISHED GRADE CONTOUR ELEVATION E/P DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB F/C DENOTES FACE OF CURB 11 OF (MEASURED TO BACK OF ANY ROLL FACE CURB) 14 /C 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 LENGTHIS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION- LOWER STATFION-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 I'i- Tlu\�som SHEET NO. 1 OF 15 2 OF 15 3 OF 15 4 OF 15 5 OF 15 6 OF 15 7 OF 15 8 OF 15 9 OF 15 10 OF 15 11 OF 15 12 OF 15 13 OF 15 14 OF 15 15 OF 15 15A OF 15 LL -1 LEXOPACE LL -2 4' -5'HT LL -3 56 LL -4 G E1.00 AUSTRIAN PINE E1.01 3 E1.02 45 E1.03 4,481 EXISTING E1.04 / /// PAVEMENT E1.05 PROPERTY LINE ===-- SANITARY SEWER WATER LINE Olt POWER LINE U DENOTES UNDERGROONE U. G.: ELECTRICAL LINE - 0 DENOTES OVERHEAD GA s GAS LINE I» &-,C mm CULVERT OR STORM SEWER PIPE ---- FIRE HYDRANT 174 - -- - EXISTING CONTOUR ELEVATION riA 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 NDEX TITLE COVER SHEET GENERAL NOTES & TYPICAL DETAILS EXISTING CONDITIONS PLAN DEMOLITION & TREE PROTECTION PLAN EROSION CONTROL NOTES AND DETAILS INITIAL EROSION CONTROL PLAN OVERALL EROSION CONTROL PLAN LAYOUT PLAN UTILITY PLAN GRADING & DRAINAGE PLAN DRAINAGE DESCRIPTIONS & ANALYSIS STORM PROFILES & HGL CALCULATIONS STORMWATER QUALITY ANALYSIS "FILTERRA" INLET NOTES & DETAILS STORMWATER QUANTITY ANALYSIS BMP /SWM DETAILS EXISTING LANDSCAPE PLAN REMOVAL OF EXISTING PLANTS PROPOSED LANDSCAPE PLAN PROPOSED LANDSCAPE PLAN ELECTRICAL LEGEND AND NOTES SITE PLAN - LIGHTING SITE PLAN- ZONING LIGHTING CUT SHEETS LIGHTING CUT SHEETS LIGHTING CUT SHEETS 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. 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 ©rkk.com ATTN. : RACHAEL McKINNEY, P.E. EXISTING TREE CANOPY CALCULATIONS KEY BOTANICAL NAME COMMON NAME CALIPER lOYRCANOPY SOYRCANOPY QTY. COVERAGE COVERAGE ALLOWANCE LONG ROUTE 29 E ACER SAC04ARUM SUGAR MAPLE 2.5' 5 452 2,26 DW CORNUS FLORIDA WHITE DOGWOOD 6' -7' HT 2 124 24 K ILEX CORNUTA DWARF BURFORD HOLLY 1.5' 23 57 1,311 N AZALEAS PLEASANTWHITE EMERALD GREEN ARBORVITAE 10 10 30 F LEXOPACE GREENLEAFHOLLY 4' -5'HT 2 56 112 G PINUS NIGRA AUSTRIAN PINE 6' HT 3 ISO 45 31 4,481 PARKING INTERIOR 8 ZELKOVA SERRATA GREEN VASE ZELKOVA 2.5' 6 510 3,06 D SYRINGARETICULATA JAPANESE TREE ULAC 6' -8' 2 143 28 C ACERRUBRUM RED SUNSET MAPLE 25' 2 452 90 F LEXOPACE GREENLEAFHOLLY 4' -5'HT 3 56 168 T ACER PALMATUM JAPANESE MAPLE 6' -7' HT 2 163 326 L SPIREA BUMALDA CRISPA LEAF SPIREA 8' HT 33 7 231 M UNIPERUS CHINENSIS NICK'S COMPACTIUNIPER 15' -25' 19 11 209 W SPIREA JAPONICA PRINCESS SPIREA 2S" 30 7 21 P TAXUS BACCATA REPANDENS DWARF YEW 4' -S' 28 28 784 G ANUS NIGRA AUSTRIAN PINE 6' HT 1 150 150 A ULMUSPARVIFOLIA DYNASTYELM G' FIT 1 423 423 WP PINUS STROBUS WHITE PINE 4' -5' 12 118 1,416 PP 8,167 SCREENING A 1ULMUS PARVIFOLIA DYNASTY ELM 1 1 423 423 W SPIREAJAPONICA 1PRINCESS SPIREA 1, S8 7 q2 _6j 465 145 TOTAL 13,113 _.._.. oROVOS£DT+e�uwowuuaLanoNS KEY BOTANICAL NAME COMMON NAME l0YRCANOPY lOYRCANOPY CALIPER QTY. COVERAGE COVERAGE ALLOWANCE LONG ROUTE 29 AA 1ACERRUBRUMARMSTRONG ARMSTRONG M APLE 2.5" 4 177 AR ACERRUBRUM "CRIMSON KING' RED MAPLE I 2.5" 2 452 GA FRAXINLLSAM "AUTUMN PURPLE" AUn" PLRPLPASH 2.5" 5 371 1 TO THUTAOCCIDENTAUS "EMERALD" EMERALD GREEN ARBORVITAE S, HT 8 10 AZ AZALEA DELVALLEY WHITE M41TEAZALEA 4S S 22S BP BERBERIS TH. V. A CRIMSON PYGMY PYGMY BARBERRY 31 30 31 EA EUONYMUSALATACOMPACTA DWARF BURNING BUSH 4 5 4,1 LONG ROUTE 649 AR ACERRUBRLM-0IM4MKING" RED MAPLE 25" 1 4 4S2 1 IC ILEXCRENATA COMPACTA iVUNIPERUS COMPACTA HOLLY 44 16 JY CH.A.YOUNGS' IYOUNGSTOWNJUNIPER 22_1_ 11 2 PARKINGINTERIOR AG ACERGRISEUM PAPER8ARK MAPLE 8' HT 6 88 AR ACERRUBRLIM "CRIMSON KING" RED MAPLE 2.5" 3 452 usd ON BETULA NIGRA RIVER BIRCH 2S" 7 464 3, NH ILEX NEWER STEVENS NEWE STEVENS HOLLY GHT 11 44 MI MAGNOLIA "JANE- MAGNOLIA V HT 2 28 Sd PN PINUS NIGRA AUSTRIAN PINE G' FIT 2 350 PS PINl155TR08U5 WHITE PINE 6! HT 1 4 1 118 472 PP PRUNLIS G "THUNDERCLOUD" PURPLELEAF PLUM 6' HT 1 2 143 QP QUERCUSPHELLOs WILLOWOAK 2Y' 4 419 1, S8 SALIX BABALONICA WILLOW OAK 8' HT 1 145 145 TO THUTAOCCIDENTAUS "EMERALD" EMERALD GREEN ARBORVITAE VHT 10 10 ] ZS 1ELKOVASERRATA ZELKOVA 25" 2 395 AZ ATALEADELVALLEYWHTE WHITE AZALEA 23 5 11 BP BMBERISTH. V. A. CRIMSON PYGMY PYGMY BARBERRY 31 10 31 BD CORNLLSSF.BAILEY REDT IGDOGWOOD 24 72 1, EA ELIONYMUSALATACOMPACTA DWARF BURNING BUSH 8 5 IH ILEX CRENATA HELLER HELLERI HOLLY 23 16 IG ILEX GIABRACOMPACTA DWARFINKBERRY 51 23 1,173 IV ILEX VEKnCILLATA WINTERBERRY 3 12 JY. JUNIPERUS CH. A. YOUNGSTOWN YOUNGSi0WN1UNIPER 70 n NO NANDINA D. A. musTREAM DWARF NANOINA 7 �171 11 i 14,1 SCREENING ' AR ACER RUBRUM "CRIMSON KING" REO MAPLE 25" IT 452 452 U CRYPTOMERIAJAPONICA CRYPTOMERW VHT 1 123 TO THWA OOCIDENTAUS "EMERALD" EMERALD GREEN ARBORVITAE VHT 3 10 BP BERBERISTH.V.A. CRIMSON PYGMY PYGMTYBARBERRY 36 SO 1Y JUdIPERUSCH.A.YOUNGSTOWN YOUNGSTOWNJUNIPER 67 Il 73 170 TOTAL 22,635 APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNER / ZONING 05twmft ENGINEER 16• q_ q INSPECTIONS c ARB DEPARTMENT OF FIRE RESCUE x - 8• Le �I ALBEMARLE COUNTY SERVICE AU ORITY VIRGINIA DEPARTMENT OF TRANSPORTATION�2h�lhzt bS 201 HEALTH DEPARTMENT �jkk- h*-) A9'/2¢/ZDJ SDP W O W V1 Z 0 Q z ooZ� W O ch o--. O a Ni o C3 w CIO O O W U LAJ W C4 p Cr_ N \ z O V) = a O 0 Z U Z C_9 \N o a 171 r- o O 0 \ \ ° � � L° In n O z N w W ad N O V U CA to N sn c Lr z 3- > r- z _ a w =o c \_ \ Z V In 0 a U a � Lolfl- ui W - -� V) W LL. f_ = O U Z V �I 0 W U F_ > � O � � Q CL Z ce- a > W W � LLJ W r H >: = z Z Z W O U L1! W W J j W w � O LL_ Q Q LL- V w U -� m Q z Q r W NN I- 1..(. Q Q n- O W Q W 00 .. Z • • Lj F"- C7 O W m Z U U O oo y, �� J 0) �L2i1 z o° CNI O V_ �. ANN N N I< I�w Z O W Lu M Q O N 5 Lu Cr �Vo O �-- 00 a a 0) 0 LU 116 04 04 W GENERAL NOTES 1. EXISTING UTILITIES THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND 10. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABUSHED BY THE N.G.S. OF OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH, THE N.O.A.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 UTIUZING COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES A VIRGINIA CERTIFED 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 F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC GENERAL WATER & SEWER CONDITIONS WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START o- �- -0.25' :1 MIN. OF WORK ON THE PROJECT. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 2. MATERIALS AND WQRKMMSHIP CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE START OF THE WORK. LATEST EDITIONS OF: 2. THE LOCATION OF EXISTING LMUTIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY (A) 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 DEMOUTION 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 ^ NO DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES. PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS 0.5" THICK PREFORMED 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 GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. SHALL BE CLEARED AND GRUBBED FROM THE PROPOSED PAVED AND BUILDING 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING 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 OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT GENERAL CONSTRUCTION NOTE S THE IMPROVEMENTS SHOWN ON THE PLANS. SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS. STONES, 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 INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 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 SHAD_ 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 AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE OF V.D.O.T. UNLESS OTHERWISE NOTED. THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 6. GRADING EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED CONSTRUCTION. A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONAL•VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS 6. PAVED, RIP -RAP OR STABIUZATION 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 B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE EN11RE CONTROL DEVICES. 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. NOTE: HYDRANT MUST BE C. FILL AND EACKFILL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR EQUIPPED WITH CHARLOTTES - MLLE THREADS WHICH IS DENSITY AT OPTIMUM MOISTURE + -2% UNLESS SPECIFIED OTHERWISE ON THE Fw- PLAN. THE LOCAL STANDARD. SPECIAL BRICK COPING 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 2' TO 10 20' INTERVALS. E. AT ALL ROAD INTERSECTIONS IN A CUT SECTION, THE BACK SLOPES AND (270•) VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS TO JOINT SEALING JOIMATERIALING o ►w- MATERIAL PROVIDE THE BEST POSSIBLE SIGHT DISTANCE Lr w VARIES F. STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) CURBIN 5" CQN9RETE BROOM FINISHED WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD W o- �- -0.25' :1 MIN. M CONDITIONS WARRANT. p H e " • • 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION 2,00 o A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER NEW y MASONRY REINFORCING 0 " �; .-. OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. IF PAVEMENT •:, . �-- COMPACTED SUBGRADE -� THIS PROJECT IS LOCATED IN ALBEMARLE COUNTY, ALL STORM SEWER SHALL 8" CMU ^ 4" GRANULAR FILL ( #21 -B) HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. 3.2t ' • 0.5" THICK PREFORMED B. BACKFLL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED FOR FOOTING DETAILS CD z •' JOINT FILLER GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. 2.156 AND SIDEWALK D ETAI L ) NO TRENCH�SHALLR BERIBACKFlLLED UNTIL AUTHORIZED BY THE INSPECTOR NO SCALE OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR N Z BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE • SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS. STONES, t•66 AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO 2.61i INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE. 3.T6 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT 2.66 a32 THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM 11 1/4 1.fiB 2'18 MOISTURE + -2 %. THIS IS TO INSURE A SUITABLE SUBBASE a13 ACCEPTABLE FOR PROPOSED STREET'S AND PARKING AREAS. 90 4.63 PLACE 5' CALV " WITNESS ' ,POST PAINTED BLUE TO, INDICATE VALVE LOCAMON ; AS 3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED O,S3 ? DIRECTED. MARKER .LOOA110N: MAY BE' SUBJECT A -1 SC .3/4" . = 1 -0 10' do 12" a 3.33 TO HIGHWAY DEPARTMENT APPROVAL GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT 0.43 3.83 4.00 2.63 SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE 221/2 2.s3 FINISHED GRADE MATERIAL USED FOR BACKFIWNG SHALL BE OBTAINED. a24 W � C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE tt I/4 1.83 2.33 2.64 BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED Z V) AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE Li Q 1I AQJUSTABLE VALVE- BOX W/ LID I I BINOHAM- 4 TAYLOR FIG. N0. 4905 INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES Ile- u (SCREW TYPE) OR APPROVED' EQUAL WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE Q z pw FOUNDATION MATERIAL IS ENCOUNTERED = z N Z D 8. BASE AND PAVEMENT ITEMS F- A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND �" U-) z Z Z W Z = _j -J OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED. I7 0 () o < Q B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS `o ---- M.J. GATE VALVE AND SHALL BE APPUED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI- U ------ FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' W W W W LL1 OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT. W C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND L V � LZ ~ W wA w m uNE APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY F- Q aZ W . OFFICIALS AND THE OWNER. = 1 �I D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED 2soo P.s,I. BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS THRUST CONCRETE � a z'x 2' BEAwNC AREA. ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS. a E. WHEN LOCAL BASE MATERIAL (TYPE 11) IS PROPOSED FOR ROAD BASE, n' a ° 4 SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING a 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 " FlG. W -5 NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AT THE CONTRACTORS EXPENSE). FACE OF BUILDING ISOLATION JOINT W /0.5" THICK PREFORMED JOINT FILLER AL I 054P, MV ij__4V_ i=i • ..• •• • I I ' CRUSHED AGGREGATED BASE COURSE VDOT# 21B COMPACTED SUBGRADE CONCRETE PAVEMENT DETAIL NO SCALE 2" RADIUS CONC. TO BE CLASS A -3 a I IF CAST IN PLACE, oo .': SURFACE =- CLASS A4 IF PRECAST f `• BASE 4' 2' - 0 *' --� 2" 3000psi AIR 2" RADIUS ENTRAINED CONCRETE f •. A. 6„ SUBBASE 1 � - 01 `-4" #57 STONE BEDDING V.D.O.T. STD. CG -2 V.D.O.T. STD. CG -6 NO SCALE NO SCALE FIRE LANE LOCATIONS SHALL BE CLEARLY INDICAlTIED ON THE SUBMITTED SITE PLAN. YELLLOW CURB MARKING 12" AND APPROVED ;.SIGNS, POSTED Al _ 75' TO 100' INTrERVALS ARE THE NO STANDARD MEANIS BY WHICH TO DELINEATE FIRE LANES. PARKING FIRE 1. LANE a REFER TO THE WIRGINIA MANUAL TOWING OF UNIFORM TRAFFIC CONTROL ENFORCED DEVICES FOR SITREETS AND HIGHWAYS SIGN COLORS: RED LETTERS do BORDER i• ON A WHITE REIFLECTORIZED BACKGROUND LETTERS: 1 TWO (2) INCH " "C" YELLOW CURB MARKING SERIES FIRE LANE DESIGNATION DETAILS NO SCALE 6• GATE VALVE 2500 P.S.I. CONCRETE Y'! BASE AND THRUST BLOCK AGAINST ' .•�• �'•'•� UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4• T14READEO RODS TO A HYDRANT 1S LOCATED IN A FILL ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2 -3/4" RODS SHALL C GALVANIZED THREADED RODS IN AD MON TO POURING OR ASPFiA1 T COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE I. SURROUND WEEP HOLES VAIN GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTA•i A Y MIN. COVER FROM THE MAIN TO ITHE FIRE HYDRANT (INCLUDING DITCHES ) 3. ITMSNED GRADE SHALL SLOPE AWAY FROM THE ]FIRE HYDRANT AND VALVE BOX 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR FBEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shell be installed at loccations where veop holes era above the prevailing grcoundeater elevation. If required to be in wet areas. the weeep holes shall be plugged and the hydrant shall be puapedd dry. TYPICAL FIRE HYDRANT ASSEMEBLY DETAIL N. T.S. Effective August 18. 2005 FI0. W -4 6' MAXIMUM FINE $500 N -41 12" X 6" HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FOUR (4) FEET ABOVE- GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE- GRADE. HANDICAPPED PARKING SIGN (USE "VAN" ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) RESERVED PARKING R7 -8 12" X 18" TOW - AWAY ZONE R7 -201 12" x 6" z¢ J ET- LLL a I i� PFR PI AN DE 1 "0 WEEP HOLES (TYP) 12 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MLLE THREADS WHICH IS MUELLER CENTURION (A -423) Fw- QOR APPROVED EQUAL 1 THE LOCAL STANDARD. SPECIAL BRICK COPING =O LENGTH OF BRANCH VARIES N 6• MIN a 2' TO 10 THRU WALL FLASHING v (270•) o ci o ►w- a_ y CU. F.T. Lr w p 0 ,g• NAIVE Bo o �. Z w GRAVEL W o- I 6• GATE VALVE 2500 P.S.I. CONCRETE Y'! BASE AND THRUST BLOCK AGAINST ' .•�• �'•'•� UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4• T14READEO RODS TO A HYDRANT 1S LOCATED IN A FILL ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2 -3/4" RODS SHALL C GALVANIZED THREADED RODS IN AD MON TO POURING OR ASPFiA1 T COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE I. SURROUND WEEP HOLES VAIN GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTA•i A Y MIN. COVER FROM THE MAIN TO ITHE FIRE HYDRANT (INCLUDING DITCHES ) 3. ITMSNED GRADE SHALL SLOPE AWAY FROM THE ]FIRE HYDRANT AND VALVE BOX 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR FBEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shell be installed at loccations where veop holes era above the prevailing grcoundeater elevation. If required to be in wet areas. the weeep holes shall be plugged and the hydrant shall be puapedd dry. TYPICAL FIRE HYDRANT ASSEMEBLY DETAIL N. T.S. Effective August 18. 2005 FI0. W -4 6' MAXIMUM FINE $500 N -41 12" X 6" HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FOUR (4) FEET ABOVE- GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE- GRADE. HANDICAPPED PARKING SIGN (USE "VAN" ACCESSIBLE SIGN WHERE DESIGNATED ON PLANS) RESERVED PARKING R7 -8 12" X 18" TOW - AWAY ZONE R7 -201 12" x 6" z¢ J ET- LLL a I i� PFR PI AN DE 1 "0 WEEP HOLES (TYP) 12 DEGREE H Vol. 16 O.C. HORIZONTAL Fw- N N SPECIAL BRICK COPING =O (n N C a z THRU WALL FLASHING v H o ci o ►w- a_ e W/ WEEPS 0 32" O.C. Lr w p 0 ^ o �. Z w 0 O W o- M G p H FACE BRICK y 2,00 o W 0 y MASONRY REINFORCING 0 " �; .-. W o EXTEND 4' -0" ABOVE GRADE 0 SEE STRUCTURAL DRAWINGS FOR °aW FOOTING DETAILS DEGREE BEND aT11ENS1oNS Vol. 16 O.C. HORIZONTAL o N OF z z 0 (n CU.YD. - A 6" DIA. CONC. FILLED STL. BOLLARDS 0 O 0; L H o ci o ►w- T x z In 2.50 2.50 (3 THUS) CENTERED IN ENCLOSURE- PTD. z a24 W W •- ^ \ N o p a c SET IN CONC. 3' -0" BELOW GRADE, 2,00 22b 2.5o a1a to o 1.50 200 W In EXTEND 4' -0" ABOVE GRADE 0 8" CMU ^ ..,� .;..: SEE STRUCTURAL DWGS z 3.2t to r- 4" BRICK VENEER FOR FOOTING DETAILS CD z B, GROUT WALL SOLID 2.156 12.66 2.» D w N EXPANSION JOINT N1 ° f • a a �-- -HOLES IN CONC. FOR CANE LATCH RODS ° a A • <. 4 • v 8' -0" HIGH HEAVY DUTY CHAIN LINK f a • GATE WITH PRIVACY SLATS. PROVIDE HOLES IN CONC. FOR CANE LATCH RODS FOR DOORS IN OPEN POSITION DUMPSTER ENCLOSURE PLAN SCALE: 1/4" = 1' -0 ATE FRAME TO MATCH E.LF.' COPING BRICK RICK TO MATCH BUILDING i PVC GATE FACE W1 1/4" l TO MATCH E.I.F.S. COLOR SIDES & REAR DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4" = 1 -0 Hann e_ n11rrrn PAVEMENT MARKING DETAIL NO SCALE PRECAST CONC. -NEW PITUM. CONC. CURB STOP PAVEMENT 7.5" 7' �I 18 ", #8 ANCHOR BARS I1' 2.5' 2.5' j 1'I CONCRETE CURB STOP DETAIL NO SCALE mats A A V ♦' _ e ,6- . I PLUQ , • 1 A r I 2 , FOR ALL BENDS FOR TEE OR WYE TTINQ WIDEN TRENCH To ACCOMMODATE ANCHOR IF REQUIRED. 4lT dE001N0 AS M REQUIRtD � , IY �MN T T SECTION 1 -1 SECTION 2 -2 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SRI, DEAD ENDS Iwo AT VALVES. 2- USE .2300 P.&L. CONCRETE. 3. NO CONCRETE SHALL BC'' POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING EN"CER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE et SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS no 3 PIPE DEGREE BEND aT11ENS1oNS Vol. TEE AND PLUGS VIOL, 512E OF 7rp CU.YD. (n CU.YD. - KENO 0 O 0; L H T L o v T \_ 9D 2.50 2.50 3.01 a24 W W •- ^ o O 4` dt s• � 421/2 �•� 1.80 �•� 200 �� 2.52 0.75 a/0 2,00 22b 2.5o a1a 111/4 1.50 200 '1.30 a/Q N 4" MIN. STONE BASE oD 13.13s ..,� .;..: SEE STRUCTURAL DWGS 3.1s 3.2t ois J FOR FOOTING DETAILS CD z B, 45 2.156 12.66 2.» Ix26 N ° N Z • 221/2 t•66 2.16 2.61i 0,13 3.T6 x.91 2.66 a32 11 1/4 1.fiB 2'18 4.67 a13 90 4.63 3.83 3.42 O,S3 A -1 SC .3/4" . = 1 -0 10' do 12" 45 3.33 a8B Z95 0.43 3.83 4.00 2.63 a52 221/2 2.s3 z.ao 286 a24 W � 0 tt I/4 1.83 2.33 2.64 0.16 Z V) ' Top Mew •f , 6" MINIMUM 4' MINIMUM A 4" MINIMUM 4 4.a A f ef C•ftTIF0w" of wx aw'Al"Ilon a•*W Calvoni:ed Ste W12 x 14 (min 3' min. penetration I aoG , or as approves Service AUtlWrity. SM* View TYPICAL THRUST BLOCK IN FILL AREA N T'S FIG. W3 -B `" I�deeea�ll 6 z 0 F- Q I*, v 0 v rn ^ Ui : M (n 0Y z IL 0 O 0; THRU WALL FLASHING 3 8 EXP. JT. FILLER, BOTH SIDES " 2j Ix W � o v o � \_ \ W/ WEEPS 0 32 O.C. " CONCRETE 3000 PSI 0 28 DAYS z g O W W •- ^ o O FINISHED GRADE EINFORCED W/MIN. GRID OF WIRE rRE n- v CL [� Ed51�mE�Ff� Ex71L E- I NFORCING OR #4 BARS 12" O.C. a Z w IIII ®�5i3.'OEJ�iiL1Ti' N 4" MIN. STONE BASE ..,� .;..: SEE STRUCTURAL DWGS •. W Utz J FOR FOOTING DETAILS CD z W Lt- tv • • Be CMU, GROUT SOLID BELOW FIN. FLR. N ° N Z • GROUT AIRSPACE SOLID AS INDICATED n DUMPSTER ENCLOSURE WALL SECTION w u A -1 SC .3/4" . = 1 -0 5 W L.� W � 0 V) PER PLAN � Z V) Li Q Ile- Q > pw n = Li Z D F- B/ �" U-) z Z Z W Z = _j -J I7 0 () o < Q `o U m W W W W LL1 ..._ W Q.. W L V � LZ ~ W w m FRONT F- Q aZ W = NOTE: SEE ARCHITECTURAL I- PLANS FOR FINAL DETAILS Q Q a_ 10' PER 10' - 0 RAMP DOWN PLAN RAMP DOWN CROSS SECTION LCG -2/6 (TYP.) OR MONOLITHIC POUR SIDEWALK / CURB �1 HP CUR CUT j- C014CRCTE : SIDJEWAL `n �'• 10.- KLAN . . 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 SLO OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2 %. -FOR KENOS 8` MW ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS FOR KENOS 10' THROUGH 12' ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS - FOR 1W BEND USE 3 STRAPS AS SHOWN. . 4 BARS Q 12' LATER � y 9 B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. = a � I�deeea�ll O F- : M N 0Y : O ° W fiFSi K25 F9S9 �•Ni EL i CILr r F3T� .. Z Y 0 oe i-- D 0 W ItF'i 'F�9F�.•�1,Q,,,�• If;ffSF>°SEIi �.i��il�l�ie�Q•i�i�i�i `f�) d '�`�y, [� Ed51�mE�Ff� Ex71L E- ]� M c -�� a Z w IIII ®�5i3.'OEJ�iiL1Ti' Ei.;a(� CHART FOR UPPER tiERT1CAL BLOCKING 3" THREAD Nu Ii9 5r ST T LATE H D5 &- CONCRETE CLASS *8' SECTION MM' ALTS TO FI C£ tONTER BLOCKS. C►+oH CONCRETE BLOCKING F4E3- UPPER VERTICA BENDS N.T.S. FIG. W-3A (�� a. p� O F- : M N 0Y : O ° W Q L`' 0 .. Z Y 0 oe i-- D 0 W o V W U m O d '�`�y, 00 00 E- ]� M c -�� a Z w - O O � � O r N N � N Q I 1 , `ZION �vo w�°0 �J •J w nf w C r 0 a m 0 F U 9 3 pZ W County of Albemarle Conservation Plan Checklist -- To be placed on Landscape Plans (Handbook, pp 111- 284 -111 -297 for complete specifications) 1. The following Items shall be shown on the plan: Tires to be saved; Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pr Constructlon Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Esm1putent Operation and Storage. Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5, Sol Erosion and Starmwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tosic Materials - Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencip : V to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ng shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9, r Well When the ground level must be raised within the dripline of a tree to be saver), a tree well shall be provided and a construction detail submitted for approval. 10. Tree Wells: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. rencbin and Tuonelin : When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. app Protective fencing shall be the last items removed during the final cleanup. 13. D a ed Trees: Damaged trees shall be treated immediately by priming, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DF,VF,LOPEWS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REOUIREMENTS. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 3540 SEMINOLE TRAIL TAX MAP I.D.# 03200- 00- 00 -038A0 TERRY, JOSEPH M & DORTHY TERRY ZONE: COMMERCIAL B Zelkova serrata Green Vase Zelkova ---- -- _ ------ - --�"— FIELD SURVEY SOURCE: D BOUNDARY A D TOPOGRAPHY AND BENCHMARKS E PROVIDED BY OWNER PER ROGER W. RAY do F ASSOCIATES, ZINC. DATED FEBRUARY 18, 2009. G BENCHMARK- Austrian Pine H--- -- US US COAST AID GEODETIC SURVEY Z155 J TOP OF A COONCRETE POST. 3 510 SEMINOLE TRAIL LOCATED AT THE INTERSECTION OF U.S. RT. 29 TAX MAP 1-0-# AND ST. RT. 649 12.4' SE OF THE SW CORNER OF CRENSHAW'S 03200 -00 -00 -03800 GARAGE; I HANSEN AIRPORT PLAZA LLC 45.5' WEST THE NW CORNER OF GREENTOP ZONE: COMMERCIAL MOTEL; AND 46.5' NS OF THE CENTERLINE OF ST. RT. Dwarf Yew 649, Ilex crenata I Helleri Holly AND 85.5' N OF THE CENTERLINE OF THE S.B.L. Fosted Holly OF U.S. RT. 9. Japanese Maple ELEVATION = 52.708' Nandina domestica Firepower Nandina NGVD29 I KEY QTY BOTANICAL NAME I I COMMON NAME A Ulmus Parvifolla I Dynasty Elm Willowleaf Cotoneaster Y Vinca Minor B Zelkova serrata Green Vase Zelkova C Acer Rubrum I Red Sunset Maple D Syringa reticulata Japanese Tree Lilac E Acer saccharum I Sugar Maple F Ilex opace Greenleaf holly G Pinus nigra I Austrian Pine H--- -- -------- ---- -- ... ...... ---- J Prunus serrylate ( Rosy Cloud Cherry K Ilex cornuta Dwarf Burford Holly L Spirea bumalda ( Crispa Leaf Spima M Juniperus chinensis Nick's Compact Juniper N Azaleas I Pleasant White P Taxus baccata repandens Dwarf Yew R Ilex crenata I Helleri Holly S Ilex attenunata Fosted Holly T Acer palmatum 1 Japanese Maple U Nandina domestica Firepower Nandina V Hemerocallis ( Repeat Blooming Daylilly W Spirea japonica Princess Spirea X Cotoneaster salicifolius I Willowleaf Cotoneaster Y Vinca Minor Periwinkle Z Cotoneas lagerstroemia I Nachez Crepemyrtle NS Ilex x. Nellie Stevens Nellie Stevens Holly DW Cornus florida I White Dogwood BP Pyrus Calleryana Bradford Bradford Pear WP Pinus strobus I White Pine CR Cryptomeria japonica I Japanese Cryptomeria .r • I W 2 O I \ \ 1 ' ♦ \ p 1 1 I —o- W� ' �l I\ \ 1 I � r \ � yf I •; Il 1 W7 `\\ V 3� \ 1/ I\ \ C N I \\ �1 �\ V \ \ � 1r �i L It \ ` I \ r 1 1 I 1 I ♦ , t! i� 1 1 1 W 1 I \ I � \ 1 I B H NA RR SS I E IN RK T A OF 1OWER PE �LEV.: 5 1 I �NN I I I i i i i i i P� OPT o� F ti� o • #10° 3 � PP ,0 P BPNg QLP F� Z tW \ W N I \II Z to 04 0 v; a ZZ U CK C ^ nJ Q L >W O W O W p ~ - ? Lc� tO " Q * Iq w UZ11 [ O W ( f *r1QL L 007: ~( O 1 a O � 1 p r h z O U O W O I� oo /1 ° Q °- ° o M W W aaCV mQCUWM WXO \ - M -cc XOm I J 1 0 \ 0 W 0 I �U) CD x m o p o XOO TIQQ Z U (n o ( C Q Q J I- o . M M r— W Z 4 ~ (r) I• Cl CU O ,°,, W N o co a m ,y Z Q �°, Q, u7 (n 0 �y1y' N ° W \ L ♦W cit z p w \ a Z U N O v_ o- 0 0 1] W.. 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LA P m a / iQQ QC� Q W X '•� � F 4 MVY • 1 Y r-1- CU o = F-- I 1 1 •• j l gti° ry M O U Q W ti w t" f 13 Z i y ,g tt I /— — 00 CL � 1 � � ,tee . IS n oil 0 a • • 'I 1 � O) O \\ II N-1 F- O \V " M i O W Z Lj O W Q 00 •• Z QZoM0 O s O w L H T" 2 w Q i Qe 828. Q S S / Cn / ♦\ \ / / ♦ ` \ U I • • 30 •• t—��- ` W I I C*a)- SDP "=V tt � � n ANN N � N -•� M (0 St W Q� V Q) �-- 00 C •U a� c c ro a 2 rn c 0 h' C y� N C C w w r�- Ld 0 V) :D % u LIMITS 6F" DISTURBANCE ,/,-CINE (-T'Yp . ) "I N1 K I SEN, ;H MARK SET R, R QS, Off" !:)hlKE IN BASE R"OWER POLE 1$LEV.: 539.9 5 D PROTECTIV MAXIMUM LIN CLEARING AND GR PROPOSED G FAVED "NALL lug FENCE . . 0 N N Ak X V \Al --ro &L z *L Q0 ;5 oc A r �"%l"// 74!`,X� ks(). 0 a. fe go j�c v A c; IL c; 'A <o6 L v ji 0 TP c� s U L U L LUML Lix LDL LDL LDL LDL LoL E E ELM Ej 286-17' CURB�G GUTTER — -- — — — — — — — A ST-ANDARDCOMMENTS r-f TON PLAN NO LAND DISTURBING ACTIVITIES MAY OCCUR ON SITE PRIOR TO THE RELEASE OF THE CONSTRUCTION PLANS BY ALBEMARLE COUNTY, UNLESS SPECIFICALLY V nrt%"iorr% TO INSTALL 9RLL r9VlLtAlVrA MEASURES. A PRE-CONSTRUCTION MEETING IS REQUIRED TO REVIEW TREE PROTECTION MEASURES ON SITE PRIOR TO THE RELEASE OF CONSTRUCTION PLANS BY ALBEMARLE COUNTY. ALL TREE PROTECTIVE FENCING MUST BE IN PLACE AND INSPECTED PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITY TREE PROTECTION MEASURES SHALL BE IN PLACE AT TIMES AND PROPERLY MAINTAINED UNTIL FINAL ACCEPTANCE OF THE PROJECT. WHEN THE PLAN REQUIRES A TREE PROTECTION DEVICE AND AN EROSION Jj \\ ��\ CONTROL DEVICE, THE EROSION CONTROL DEVICE SHALL BE ON THE UPGRADE SIDE OF THE TREE PROTECTION FENCING. DEMOLITION NOTES: THE INSTALLATION OF THE TREE PROTECTION FENCING MAY REQUIRE MINOR 1. ALL EXISTING UTILITIES (I.E. WATER SEWER SERVICES DISTURBANCE OF VEGETATION TO CONDUCT SURVEY OPERATIONS. THIS METERS, POWER POLES, STORM SEWER LINES & DISTURBANCE SHALL BE MINIMIZED AS MUCH AS POSSIBLE. THE LIMITS OF INLETS, TELEPHONE, GAS, ETC.) NOT USED FOR TREE PROTECTION SHALL BE FLAGGED BY AN AUTHORIZED AND LICENSED SERVICE SHALL BE ABANDONED AT THE MA']N-.-ALL,% SURVEYOR AFTER THE LIMITS OF CLEARING HAVE BEEN PROPERLY CALCULATED. COSTS ASSOCIATED WITH THE ALTERNATION OF THE M % THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT "LINES" IN SETTING UP UTILITIES WILL BE: THE RESPONSIBILITY OF THE THE ASSOCIATED CLEARING LIMITS. AFTER BEING FLAGGED THE OWNER SHALL CONTRACTOR. BE RESPONSIBLE FOR INSTALLATION OF THE TREE PROTECTION FENCING AND 2• ON-SITE EXISTING GRAVEL, ASPHALT, AND CONCRETE SIGNAGE. PAVING IS TO BE REMOVED AS SHOWN. ALL PUBLIC, SEMI-PUBLIC, OR PRIVATE UTILITY LINES MUST UTILIZE THE 3. THE CONTRACTOR IS TO REVIEW LAYOUT AND GRADING LESS THAN 5' LIMITS OF CLEARING AS INDICATED ON THIS PLAN. PLANS FOR MORE, SPECIFIC DEMOLITION OF TINE SITE. TREE PROTECTION DELINEATION FOR LIMITS OF CLEARING: STANDARD ORANGE 4. THE CONTRACTOR' SHALL NOT LEAVE ANY OPEN HOLES VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE-WEATHERED OR TRENCHES OlVERNIGHT WITHIN 100' OF THE EDGE CONSTRUCTION OPERATIONS RELATIVE WOOD, GALVANIZED STEEL, IRON, OR THICK PVC PLASTIC), AT LEAST 40- ABOVE OF THE EXISTING PAVEMENT. s co TO THE LOCATION OF PROTECTED TREES FINISHED GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6" ON CENTER. 5. ADEQUATE PEDESITRIAN PROTECTION SHALL BE \V EVERY NINTH POST SHALL CONTAIN A WARNING SIGN OF SIZE AND TYPE PROVIDED. (PLATE 3.38-1) PERMITTED BY ALBEMARLE COUNTY THAT CLEARLY IDENTIFIES THE PURPOSE OF 6. ENTRANCES SHALIL BE BLOCKED TO TRAFFIC USIVG,— THE FENCE 1.9. TREE PROTECTION FENCING. ALL FENCING AND SIGNS SHALL BE STANDARD VIRGINIIA WORK PROTECTION DEVIeES-SIGNS APPROVED BY ALBEMARLE COUNTY PRIOR TO INSTALLATION. AND METHODS. z irl 06s to 1009, I Ps 2yj -4. IL CL a. I w 0 Ld XL CLt I! v v\{I ( I v L Z W) N, 0; a z Att- 0 w a- z LA_ Uj 0 imummn -M r I CL 0 x f {i' f W W L 0 0 V) M w L) A w z z o 0 U in W LL_ Ul N w Q. 0) co o U W Z (A w Z \x X LAlx.! in N id w cl__ LLI o I L6 U La 0 I i I j r N w z a. z M. LLA .0 N.. Ld > t �� i f ( .I t z � V N o ui It knNI Q I tD 0 U a lz z5- C9" LolLLI LAJ L&j LL. C4 S (° � I ti :z 0 Ld 0 > ED LL. > 7.: Lj 0 V) 0 Z _T7 0 0 I ova o� of I I Q w W > 0 LLJ L.Li CL z z ��PP�, Z W LLJ 14 0 o LLI Uj _j IS w Jd IL LL_ Lij LLJ M ,7- N!21E: F- 0 1. RELOCATION OF EXISTING Q z LJJ ELECTRIC /TELEPHONE SHALL BE _r u_y STRICTLY COORDINATED WITH l DOMINION POWER AND VERIZON ca Y Ct, 00 SPECIFIC PROVIDER. A CL 0 MINIMUM 30 DAYS PRIOR TO Q F- D A Y CONSTRUCTION/ DEMOLITION LAJ D A TIVITIES THAT COULD DISTURB 0 A Y T ANSM POWER SS ON COMMUNICATION 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED DEMOLITION PERMITS AMD/OR EROSION CONTROL > cl RMITS AND PROVIDE F- o M_-�MF-ANS AND METHODS" ANY REPORTS N 0 AND UST REMOVAL AND/OR "H� ZMAT REMOVAL TEST /REPORTS PRIOR TO 0 Ld z 0 Sw Lw < 00 BEPINNING OF WORK so 3. CONTRACTOR SHALL LOCATE ALL z EX TING UTILITIES, BOTH 0 = M z -< 0 HO IZONTIALLY AND VERTICALLY. LLJ L) 0 CO TRACTOR SHALL COORDINATE THE ABANDONMENT/ RELOCATION A OFIANY UTILITY WITH THE APPROPRIATE UTILITY COMPANY. ErREME CAUTION WILL BE TAKEN NEAR ANY "LIVE" UTILITY ESOECIALLY GAS AND ELECTRIC 61 UTILITIES. N! z M T cr- -3 I cc r< 41 00 Lu Ix v 4 cz� 00 14\ 1.69 A '" \ \ � t vti� / i ` \ CL 20 /0 20 40 SCALE IN FEET o5�'w(((J spp ui 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{ RE_OSION. ,Ai9D 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 STREAMS. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. E & S UTILITY NOTES ALL EXCAVATED MATERIAL IS TO BE PLACED 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 STREAM CROSSINGS AND STREAM DIVERSIONS REQUIRE ENVIRONMENTAL APPROVAL PRIOR TO ANY IN- STREAM 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 0 BE SEEDED AND MULCHED 0 THAT ATE UNLESS WAIVED BY THE ENVIRONMENTAL T E N D E S INSPECTOR. 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 50X 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. STRAWY OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO ALL STOCKPILES, ON -SITE AS WEEL AS SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE. LIME AND FERTILIZER UME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY THE 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: Loa 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 bs. /1000 ft.2). LEGUME STANDS ONLY: 1000 lbs. /acre 5 -20 -10 (23 lbs. /1000 fi.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- RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. INCORPORATION - LIME AND FERTIUZER SHALL BE INCORPORATED INTO THE TOP 4 -6 INCHES OF THE SOIL BY DISCING OR OTHER MEANS WHENEVER POSSIBLE. FOR EROSION CONTROL, WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TO A ROUGH, LOOSE SURFACE. l GENERAL DESCRIPTIONS TEMPORARY ONE 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 of 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 sides, 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 riprap channel sections and /or stilling b• below storm drain outlets to reduce erosion and under - cutting from scouring at and to reduce flow velocities before stormwater enters receiving channels below 1 outlets. RIPRAP: 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. gQCK 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 sI 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. THE E PRESERVATION AND PROTECTION• Protecting existing frees f rom mechan i ca l• her i land-disturbing injury during land disturbing and construction activity to ensure- the survive desirable trees 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 to i prevent soil loss and reduce the presence of potentially harmful airborne substar I 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 GRADINJG AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 4. AREAS WINCH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS ;, SIGNS, ETC. 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLTION AND IMAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED (DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN FPARTICULAR: 1. THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT.. 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WVHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 3. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMEiNT 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 QUANTITIES (FOR COUNTY BOND PURPOSES ONLY) 1 EA TEMPORARY CONSTRUCTION ENTRANCES O $1500 / EA = $ 1,500 3.38 AC RESEEDING O $2000 / AC = $ 6,760 1049 LF SILT FENCE O $ 4 / LF = $ 4,196 1000 LF TREE PROTECTION O $ 5 / LF = $ 5,000 14 EA INLET PROTECTION O $ 50 / EA = $ 700 275 CY SEDIMENT TRAP EXCAVATION O $ 5 / CY = $ 1,373 362 LF DIVERSION DITCH /DIKE O $ 5 / LF = $ 1,810 5 TON STONE CHECK DAM O $ 75 / TON = $ 375 Z Z 0 TOTAL ESTIMATE _ $21,714 Z ESTIMATED E.C. BOND AMOUNT = $21,800 General construction notes for Stormwater Management plans 1. Alt dams and constructed fill to be within 95 °�0 of lxlaximum 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 sttormwater management facilities; conversion is not to take placeuntii the.site is stabilized,-amd 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 NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NOTE: NO OFF -SITE AREAS 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 plains 1. The plan approving authority must be notified one week prior.to the pre- construction conference, one week prior to thei commencement of land disturbing activity, and one week prior to the finid inspection. 2. All erosion. and sediment control measures 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. 3. All erosion and sediment control measures are to be placed prior to or as the first step in Clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained. -on the site at all times. 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. 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. 7. All disturbed areas are to drain to. approved sediment control measures at all times during land disturbing activities and duringasite development-until final stabilizaltion.is achieved. 8. During dewatering operations, water will to pumped into an approved.-filtering device, 9. The contractor shall inspect all erosion control measures periodically and after each rtmoff- producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved; designated borrow area. H. All waste materials shall be taken to an approved waste area. Earth':fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or•waste areas are to be reclaimed within 7 days of completion per Zoming Ordinance section 5.1,28. 13.:A All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving Mustrial -type power equipment'shall be limited to the hours of 7 :04am to 9:00pm. 15, Borrow, fill or waste activity shall be conducted in a safe manner than maintains later4i support, or order to minimize any - hazard tD persons, physical damage to adjacent land and improvements, and damage to any public .street because o slides, sinking, or collapse: 16. The developer shall. reserve the right to -install, maintain, remove or :convert to permanent - stormwater mane ement facilities where opptiqAblOall. erosion control measures required by. this plan regardless of the sale of any Iota unit, building or other portion of the property. I!.. Temporary stabilization shall be`.temporary seeding and mulching. Seeding is to be-.0:75 lbs/acm .and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winterlkye,. or in March and April to consist.of Annual ;Rye, or May through August to consist of German Millet. Straw mulch , is to be applied at 80lbs /109sf• Alternatives are subject to approved by the County erosion control. inspector. 18. Permanent stabilization shall be lime and'fertilizer, permanent seeding, •and mulch. Agricultural grade tiimestone shall be applied at 90lbs/WOW, incorporated into the top 4.-.6 inches of soil. Fertilizer shall..be- applied at I OOOIbs /acre and consist of a 10 -20 -10 nutirient mix. Permanent.seeding shall be applied at 180lbs/acre. arid consist of 95 %o Kentucky 31 or "I'sll Fescue and 0-5 %Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/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 dainage or clogging to structural treasures is to be`repair immediately. Silt: traps Preto be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fetice and diversion -dyke& which are collecting sediment to half their . height.must be cleaned and repaired immediately. :20. Ail temporary erosion and sediment control, measures are to be removed witbim 30 days of final site stabilization when measures are no longer needed, subject to approval by 4he County erosion - control inspector. EROSION CONTROL NARRATIVE: -SITE DESCRIPTION: PERSPECTIVE VIEWS ELEVATION OF STAKE AND DROP INLET FABRIC ORIENTATION WITH GRATE Xx t FILTERED STAKES WATER FRAME X FABRIC � X RUNOFF WATER c WITH SEDIMENT GATHER EXCESS AT CORNERS ' BURIED FABRIC 2 x 4 WOOD FRAME 1.' MIN. \ r Aft IP -1 SILT FENCE DROP INLET PROTECTION STD. & SP£C. 3.07 -1 Specific Application This method of inlet protection is applicable where the inlet drains o relatively flat area (slopes no greater than 5%1) where inlet sheet or overland flows (not exceeding 1 cfe) 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 HARE) PROVIDE 1" TUCK OR /--TOP SUITABLY REINFORCED .t 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 TIE WIRE OR HOG RINGS SUITABLY REINFORCED CST TOP END SECTION. ; . . ;& m MAX EMBED APPROX. , 8" OF FILTER CLOTH iN TRENCH TRENCH APPROX. 4" DEEP X 4" WIDE, FILL TRENCH TO ANCHOR BOTTOM OF CLOTH, COMPACT THOROUGHLY WIRE FABRIC, 14.5 GUAGE MIN. 6" MAX. MESH SPACING INSTALL WIRE FENCE FLUSH MATH THE GROUND *SEE PLATE 3.13 -1 OF THE VA. EROSION AND SEDIMENT CONTROL VARIABLE* HANDBOOK (1992) , 1.0' EXIST. 1 67 CU. YD, /ACRE �' VARIABLE* GROUND 67 0 CU. YD, A RE EXIST. ELEV. 4' MAX �RF.R GROUND SEDIMENT CLEANOUT POINT ( "WET" STORAGE REDUCED TO 34 C.Y. /AC.) , COURSE AGGREG FILTER CLOTH ELEV. OARSE CLASS I RiPRAP AGGREGATE** OUTLET CROSS SECTION 6 LENGTH (IN X DRAINAGE AREA UN AC. EXCAVATED i AREA * *COARSE AGGREGATE SHALL BE VDOT #3. #357 OR #5 OUTLET (PERSPECTIVE VIEW) ST TEMPORARY SEDIMENT TRAP STD. & SPEC. 3.13 DROP INLET PROTECTION CURB INLET WIRE / *GRAVEL FILTER CONC. BLOCK RUNOFF WATE OVERFLOW Z1 S FILTERED WATER WITH SEDIMENT . SEDIMENT v �� WIRE SCREEN 2 "X4" WOOD CURB INLET STUD IP -2 BLOCK AND GRAVEL CURB INLET SEDIMENT FiLTER STD. & SPEC. 3.07 -8 Specific ARplication This method of inlet protection is applicable at curb inlets where overflow capabllity Is necessary to prevent excessive ponding in front of the structure. *Gravel shall be VDOT X43, X4357, or #5 coarse aggregate. I construction entrance for erosion control plans STONE 76 MIN: CONSTRUCTION - ACCESS .. 3" sa4-2A 'AsPHALT TOP C06R* SE EXISTING 2% ... 2% PAVEMENT .. •� J.,fr .. f•.. .•n 8 "MIN...21A z1GGREGATE BASE PROFILE: X10' MiN.. -STONE TONSTRUCTiON A ASPHALT PAVED. ACCESS - j" WASHRACK EXISTING 2% 2y PAVEti -ENT 12Y. 12' MIN.* -*MUST EXTEND` ;FULL- :WIDTH PQSiTIVE, DRAINAGE UF`INGRESS AND EGRESS I TO SEDIMENT. OPEAAVON i TRAPPING DEVICE PLAN 12' MIN.- POSIT'VE DRAINAGE 2y TO SEOIMENT TI?APPINO DEVICE FILTER .CLOTH SECTION A -A, A nfink uiu wat&tap of 1 hick mist beinstalledwhh a muunwmn l inch ballcock shutoff vdve. supplying a Nash hose•atiHi a diamder of 15 inches`for adequate constant pressure Washwnter Iultstbl� ca>ried away.frou> isle entrance to an approved; set6W area to remove seaueait AM se6iient• shall be preveubod fronn entering stone drains, ditches or watercow9es. PAVED 1KASH RACK- No SCALE THIS PROJECT CONSISTS OF THE ADDITION OF A NEW 2 -STORY 21,200 S.F. MEDICAL OFFICE ADJACENT TO AN EXISTING 2 -STORY MEDICAL OFFICE BUILDING WITH AN ACCESS DRIVE FROM STATE ROUTE 649 (PROFFIT ROAD). AS WELL AS FROM LEAKE SO. (PRIVATE ROAD). APPROXIMATELY 3.38 AC. OF THE 4.13 AC. PROJECT AREA WILL BE DISTURBED DURING CONSTRUCTION. THE PROJECT IS LOCATED EAST OF ROUTE 29 (SEMINOLE TRAIL) APPROXIMATELY 300' NORTH OF STATE ROUTE 649 (PROFFIT ROAD). - EXISTING SITE CONDITIONS: THE SITE IS PREVIOUSLY DEVELOPED WITH AN EXISTING 2 STORY MEDICAL OFFICE BUILDING AND A PARKING LOT WITH ACCESS FROM STATE ROUTE 649 (PROFFIT ROAD). SITE DRAINAGE CURRENTLY OUTFALLS IN 2 LOCATIONS: THE EAST PORTION OF THE SITE DRAINS TO AN EXISTING 24" DIAMETER CONCRETE PIPE, AND AN EXISTING 12" DIAMETER CORRUGATED METAL PIPE RECEIVES THE WESTERN DRAINAGE AREA. THE EXISTING 12" DIAMTER CORRUGATED METAL PIPE IS INADEQUATELY SIZED TO RECEIVE THE CURRENT AND PROPOSED STORMWATER RUN -OFF. - ADJACENT AREAS: THE PROJECT IS BOUNDED BY 84 LUMBER AND A MINI - STORAGE FACILITY TO THE NORTH, PROFFiT ROAD AND BB &T BANK TO THE SOUTH, U.S. ROUTE 29 TO THE WEST, AND LEAKE SQUARE TO THE EAST. SURROUNDING DEVELOPMENT IS SIMILAR IN NATURE, COMPRISED OF PREDOMINATELY DEVELOPED/ OPEN SPACE WITH SOME LOW TO HIGH LEVEL DEVELOPMENT AND MAINTAINED LAWN EXPANSES. SINCE LAND USE IS NOT CHANGING AND THE PROJECT IS THE CREATION OF SMALL INFRASTRUCTURE, THE PROJECT IS NOT FORSEEN TO CAUSE ANY SIGNIFICANT IMPACT TO LOCAL WATERSHED OR TRANSPORTATION PLANS. -OFF -SITE AREAS: NO OFF -SITE LAND DISTURBING ACTIVITIES ARE PROPOSED. SITE IS ANTICIPATED TO BE A BALANCED SITE (NO BORROW / NO SURPLUS). -SITE SOILS: THE USDA SOIL CONSERVATION SERVICE DESIGNATES THE MAJORITY OF TH SITE AS UDORTHENTS - LOAMY, WITH SOME ELIOAK - LOAM. SOILS OF THE UDORTHENTS SERIES CONSIST OF AREAS THAT HAVE BEEN USED FOR CUTTING OR FILLING DURING GRADING FOR RgAgS, HOUSING DEVELOPMENTS, RECREATIONAL AREAS, QUARRIES, AND OTHER SIMILAR USES. THE AREAS COMMONLY ARE IRREGULAR IN SHAPE AND CONFORM TO PROPERTY BOUNDARIES. THE MATERIAL EXPOSED GENERALLY CONSISTS OF UNDERLYING MATERIAL OF THE ASHE, CATOCTIN, CHESTER, CULLEN, ELIOAK, HAYESVILLE, MANTEO, MYERSVILLE, NASON, OR RABUN SOILS. THE ERODIRILITY OF THE SOIL IS MODERATE TO VERY SEVERE IF THE SOIL IS DISTURBED AND LEFT WITHOUT PLANT COVER. THE PERMEABILITY RANGES FROM MODERATELY RAPID TO SLOW, AND AVAILABLE. WATER CAPACITY IS LOW TO MODERATE. SOILS OF THE ELIOAK SERIES CONSIST OF DEEP, GENTLY SLOPING, AND WELL DRAINED SOILS. IT IS ON BROAD TO NARROW CONVEX RIDGETOPS THAT ARE ABOUT 200 FEET TO 600 FEET WIDE. AREAS OF THIS SOIL ARE ALONG THE RIDGES AND COMMONLY ARE IRREGULARLY ELONGATED. THE ERODIBILITY OF THE SOIL IS MODERATE IF THE SOIL IS `DISTURBED AND LEFT WITHOUT PLANT COVER. THE PERMEABILITY AND AVAILABLE WATER CAPACITY IS MODERATE. (SEE SHEET 7 OF 15 OVERALL EROSION CONTROL PLAN FOR SOIL BOUNDARY MAP.) - CRITICAL AREAS: CRITICAL AREAS OF EROSION AND SEDIMENT CONTROL WILL BE THE SILT FENCING, INLET PROTECTION, AND THE PAVED CONSTRUCTION ENTRANCE. CONTRACTOR MUST MAINTAIN /INSPECT REGULARLY PERIMETER SILT FENCING IN ORDER TO PREVENT SILT /SEDIMENT FROM WASHING DOWNSTREAM DURING LAND DISTURBANCE. CONTRACTOR MUST ALSO MONITOR CONSTRUCTION TRAFFIC ON EXISTING ROAD SYSTEM TO PREVENT SOIL /SEDIMENT BUILD UP ON EXISTING ROAD SURFACE. - PERMANENT STABILIZATION: THE SITE WILL BE PERMANENTLY STABILIZED UTILIZING SEEDING / LANDSCAPING IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK ONCE FINE GRADING IS COMPLETE (SEE ASSOCIATED TABLES). - STORMWATER RUN -OFF CONSIDERATIONS: SEE SHEETS 10 OF 15 GRADING & DRAINAGE PLAN, 11 OF 15 DRAINAGE DESCRIPTIONS & ANALYSIS, 12 OF 15 STORM PROFILES & HGL CALCULATIONS, 13 OF 15 STORMWATER QUALITY ANALYSIS, 14 OF 15 "FILTERRA" INLET NOTES & DETAILS, 15 OF 15 STORMWATER Q}JANTITY ANALYSIS, AND 15A OF 15 BMP / SWM DETAILS. -DUST CONTROL �I, Q� IF DUST BECOMES A PROBLEM DURING CONSTRUCTION, A WATER TRUCK WILL. BE REQUIRED ON-SITE AT ALL TIMES, AND DUST MUST BE CONTROLLED N �►C�NCE W V fJD. CONTROL, IN THE LATEST VERSION OF THE VA EROSION AND SEDIMENT CgNTROL HANDBOOK. YDj( M- W 0 W �- Vf Z a z M W ° S 0 cc O U. W p O\ W O W 01 O W }}0 to W p F- cc N Z H � 1n ° a M a, c Z 0 0 W N N 0 O 0 a Cn 0 D N U 0 Ul) n O y +- N = W N o W r. O C U U O ui a O H to z a o ai W IX W =O W \ Z v rn 0 a. 0 0- ° W W = V) Ln La. 0 L101 J U V>t ' 1� Z i) V) 0:� 0 Lis • Q 0 1e •• 0 ] Li Q Y LLJ .. LLJ Li W .. La 0 o U m 0 11. U od F- Z wo V) -J W O > Lis ~ i J Z Z E_ Z Z 0 LLJ U Z _o �0 0 0 W w J LL Lis W 0 � Z L,J LAJ M aC w a Z F- Q CL _0 V) F- 0 D W 0 LEI O N N N � N LLI C/) �O zoo Q 0O N �vo W � � n a N m s N 2 >A C W J J 0 0 \ • 0 1e •• 0 W O Q Y 00 .. LLJ Z W .. UJ o U m U �O O i J E_ ice• g o - z Z _o �0 -J O N N N � N LLI C/) �O zoo Q 0O N �vo W � � n a N m s N 2 >A C W J J 0 .- - - -- - - _ _ ._. _- - F- LLJ _ - .� ^s�fENCE- � I 1 -f -- 6 . - , _ a Nk w. --- „_ �r FENCE TEMPORARY SEDIMENT ° ' ' 603 L.F.oF- ----�- _- TRAP 1 i. 11 �. SILTI FENS i X•,: =- ` '�} 2 i --J .4r� , - NTS a o .. c w o _. M O 0I,\ 524 D.A.= 0.4$ AC. W Q; o H o v I 1� ra s ♦ l�, \ \ \ r 4 4rs� `''v i , �� ` k , ry� 523 _ VOL: 0.48(134)(27)= 1,737 CU.FT. a INITIAL Ts - \ I 891' F�G _ __ -\ 522 WET STORAGE REQUIRED= 869 C.F. N o Z a �, •r -tom: - �� wrap �► � \ i- I DA =0.37 AC �-� \ WET STORAGE PROVIDED= $87 C.F. ®ELEV= 523.00 00 ° a TO ST #1 ` ��` 1 _ `� DRY STORAGE REQUIRED= 869 C.F. as a i? v .` },� r �-' _R' p I �' ` ��j`� DRY STORAGE PROVIDED= 1 213 C.F. ®EL - I 3v c,�0 ® RIP �! 1 ( I .-' •J EV- 524.00 o N o w 'BULLDIN SETBhd(�.. ='% .;, SIDE SLOPES C ' ` \ ()'1 ' Z� - -...._ ._. ._ o a v ABOVE PIPE I ; w W INVERT FO, � I� { I( ', \� o w Z `, ` \•� �' �0 } CH E &S CO , OL I I W o N jX 0� 0�'( o A. STONE FILTER DAM Z a � v as ' I V I I 1 Y - 0.48(6) Z.$ •! �a\ \ '� �, ,� � - ' � + a o DRY STORAGE 1 8 6 W j a o 0 Olt err a I - 7 _ ELEV.524.00 TOOP ° \ ' + = _.__ P OF ST 24.00 z v to c OF BERM= 525.00 \ I I _ ONE= 5 I t..,�'. CLASS I RIP -RAP g o w w a '\ 4� I I ••�. �, .� � `' � t�, ` 1 �,•.w :' "`- I I � '� - -ter ., -� �I u► I •� t I �. '� a V a � � .- 1 3 �'" I k 1 Q rj DRY 1 tYr WET STORAGE WET 1 ``\ �, "',. `a ~' \ ` " \'• �. /� ��, Ii'`� ` I _I_ ELEV.= 523.00 VDOT #3, #357 , Si - OR #5 STONE j W � \2 .�� , �3, \ Q4 / , x ' - CLEAN OUT AT W Q Q1,1 \� >�,\- s.r. Y ,� ` , ,,rl` j - i _ - _ _ ELEV.= 522.50 ILTER CLOTH T p J io Vf / r�_ 1 II I V' V) �"� / `\ 1 2 r.s \° /1 BOTTOM ELEV.= 522.00 TEMPORARY SEDIMENT �� TRAP 1 PLAN VIEW \ �� \ 1��- \ �� ,�1 �� INITIAL �N3� ; 1 NTS W \,``� DA =:•1 AC; / @ .24 I�s , �P TEMPORARY SEDIMENT TRAP 1 LL ~ z ST Gi X i A, #2 q..l tx. fix• \ r... ..r"' bn 1 " �1 1, p / ! � � IIF ,� { fl Ar BE WARKbkj _ 0 s a�AIRE IN -1 M 1,/ O -------- ,\ Ile I Al i INITIAL E&S PLAN - �...� o ,y....' _.._..`, R SCALE IN FEET INITIAL EROSION CONTROL SEQUENCE 1. INSTALL TREE PROTECTION / PERIMETER SILT FENCING LIMITS AS SHOWN ON DI -7 THE PLAN. TOP= 522.90 2. HOLD PRE - CONSTRUCTION MEETING WITH COUNTY ENVIRONMENTAL INSPECTOR. 193 L.F. OF 24" 0 RCP CLIII PIPE NOTIFY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO SITE CONSTRUCTION START -UP. INV. IN = 518.60, INW. OUT = 516.23 3. INSTALL PAVED CONSTRUCTION ENTRANCE. S =1.23% 4. DRAINAGE INLET PROTECTION TO BE INSTALLED AT EXISTING INLETS PER MS -10. 5. CONSTRUCT TEMPORARY SEDIMENT TRAP #1. SIDE SLOPES OF TRAP TO BE SEEDED AND STABILIZED IMMEDIATELY. A STAKE OR SPRAY PAINT MARKER OF THE TRAPS CLEANOUT ELEVATION WILL NEED TO BE IN PLACE. 6. INSTALL DIVERSION DIKE TO SEDIMENT TRAP #1 & STABILIZE. APRROPRIATE COHESIVE CLAY MATERIAL TO BE USED FOR DIKE FILL. 7. INSTALL ROCK CHECK DAMS ALONG LEAKE SQUARE. B. DEMOLISH STORM STRUCTURE #EX. 70 AND 170 L.F. OF PIPE #EX. 70A. CONSTRUCT TEMPORARY SEDIMENT TRAP #2. SIDE SLOPES OF TRAP TO BE SEEDED AND STABILIZED IMMEDIATELY. A STAKE OR SPRAY PAINT MARKER OF THE TRAPS CLEANOUT ELEVATION WILL NEED TO BE IN PLACE. 9. INSTALL DIVERSION DIKE TO SEDIMENT TRAP #2 AND STABILIZE. APPROPRIATE COHESIVE CLAY MATERIAL TO BE USED FOR DIKE FILL. 10. LAND DISTURBANCE OUTSIDE THE PRELIMINARY LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL THE INITIAL ESC MEASURES INSTALLATION HAS BEEN APPROVED BY THE ENVIRONMENTAL INSPECTOR. 11. 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 r: STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT TEMPORARY SEDIMENT I A BI Q Q �V FOR MORE THAN ONE YEAR. E & S LEGEND TRAP 2 12. ALL E &S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION PLAN VIEW c j 7t' OF VIRGINIA EROSION AND SEDIMENT CONTROL ML -W.- OL MANUAL. LIMITS OF DISTRUBANCE U d 13. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT NTS W ao -X -X- SILT FENCE X__ Q APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. • - TP TP -TREE PROTECTION DIVERSION DITCH / DIKE CE CONSTRUCTION ENTRANCE ST SEDIMENT TRAP CD CHECK DAM 081 SILT FENCE DROP INLET PROTECTION RR RIP RAP O �- 00 A ANU U AKE Uf EQUAL ELEVATION A PAC N C *EM DME m C G Rock Check Dam (2 Acres or Less of Drainage Area) Cp 3 -20AV VAESCH Std. No. 3 -20.1 N.T.S. 0 A 0 U •00029 m (zaf(e0)SDP W w -w =. im .,I '` r MAINTAIN SILT FENi - ' • - n O `r m .� "w SEE ST #2 a' REMOVAL &Z,�ti1c3 Os o TAB SHE I — DETAIL LIMITS F ULTIMATE BILIZA I hA: 1 s DA =0.48 AC TO STJ 1 A STON x LETIO-N \ ( � ULTIMATE` + �1+ ? + I + I^ \' A =1.21 ; -AC TO 1 0 \ `, ��'; Fc •era �\ 1 \ t e ` . , •, �D . +MP FEN SE kiWY AFT � = r'-• -- .f ,9 , S -'�_- -�� - _ _ :acts XH Asi � T 71 cev.; At \ _ B. 8 °Jt-7Sl _ ER IAN po ocy- to r 1� (OVERALL E&S PLAN I e` 0 40 80 a Q I SCALE IN FEET _ S •� 1 �� A OVERALL EROSION CONTROL SEQUENCE 14. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND GRADING MAY BEGIN. 15. CONTRACTOR TO MAINTAIN POSITIVE FLOW THROUGH DITCHES / DIVERSIONS DURING CUT /FILL OPERATIONS TO ENSURE RUNOFF IS DIRECTED TO SEDIMENT TRAPS AT ALL TIMES AS GRADING AND STORM DRAIN PIPE INSTALLATION COMMENCES. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PER MS -7. 16. INSTALL STORM PIPE SYSTEM WITH APPROPRIATE INLET PROTECTION. (DO NOT INSTALL STRUCTURE #80, #60, #60A, OR THE UNDERGROUND DETENTION STRUCTURE #9 OR #9A). 17. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION "LAY DOWN" AREA. 18. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY SEWER AND WATER AND CURB /GUTTER FOR ROADWAY AND PARKING. 19. COMPLETE CURB BACKFILL AND FINE GRADING. 20. COMPLETE SEEDING ONCE TOPSOIL IS REPLACED ON DIRT SURFACES. STABILIZE ANY ANY REMAINING DISTURBED AREA. 21. STORM SYSTEM TO BE INSPECTED AND CLEANED OF ALL SEDIMENT RESULTING FROM CONSTRUCTION. (TO INCLUDE DOWNSTREAM EXISTING SYSTEM.) 22. COUNTY E &S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR TO FINAL SITE CONSTRUCTION. 23. ONCE SEDIMENT TRAP #1 IS RELEASED BY ENVIRONMENTAL INSPECTOR, CONVERT TO SWM /BMP. I SEDIMENT TRAP #2 REMOVAL SEQUENCE F,B3� .; �- \ 11 ul W 0 I� �s� z M rn a z 24. AFTER THE SOUTH PARKING LOT HAS BEEN / `� % " Q I CL oII ESTABLISHED WITH CONTRACT STONE AND CURB AND < a ► _�' • a M o o \ > ° W GUTTER AS SHOWN ON THE OVERALL E &S PLAN, � D c� UD6 ! y o W ` INSTALLATION OF THE UNDERGROUND DETENTION _ a a 1 D 1 t 9A N° STRUCTURE #9 AND #9A AND STRUCTURES #80, #60 z Sf ,t � � N = Q AND #60A MAY BEGIN. EXCAVATION AREA SHALL 'BEp �+ Z �, CONFINED AS SHOWN ON THE SEDIMENT TRAP 2 \ REMOVAL PLAN. MINIMUM CONSTRUCTION ACCESS \ EWE SNIT N o o a \ A 22.0 -22i I � o � N c� ° � REMAINING SHALL BE OFF OF THE ENTRANCE FROM \ `� i r% i o z � STATE ROUTE 649 (PROFFIT ROAD) UNTIL N \ '" I', t •' W W UNDERGROUND DETENTION STRUCTURE IS COMPLETE. \ , '; `il 'e. z Q e a 8 0 0 (Al w \ 25. ANY REMAINING SODDING /LANDSCAPING SHALL BE 1 r 10 4', I.- a ° o COMPLETED. 1 '+ ' Z y o t �J 26. ALL E &S MEASURES SHALL BE INSTALLED AND 04 i a u a 4 MAINTAINED PER LATEST EDITION OF VIRGINIA EROSION L0 AND SEDIMENT CONTROL MANUAL. , w ....i O )'27.85 � ' ! - E w U- 2 Q ° 1= = O .. 27. NO EROSION AND SEDIMENT CONTROL MEASURES CAN X7.2 i ;� -,�,. in BE REMOVED WITHOUT APPROVAL OF THE ; it ENVIRONMENTAL INSPECTOR FOR THE PROJECT. \ u i �, ! p 0 cr_ _.t —I LL Q it t A :_o N i i > J � W Li _1 ... la : ♦ O E & S \\ 1 �t CL '� I i i i \ W LEGEND `� V) WL — -M—�— LIMITS OF DISTRUBANCE 0 A _x _x SILT FENCE `} •� Q > Z TP TP TREE PROTECTION `, I `L''` LLJ�e,. W Lj 0 DIVERSION DITCH /DIKE ' .9- Z i W CE CONSTRUCTION ENTRANCE ' 1` � i I O U U� Z ST SEDIMENT TRAP `! Lj W w '! l � Q Q � CD CHECK DAM �; i I +i C4 `- i ��• L`" U W m ® 6 1 SILT FENCE DROP INLET PROTECTION ''A C i J i Q Z a J _W a 60A ;j j �`�; g :D O J A I ��- 0 FB2 + ' a) O 60 5 0 0 \ , \ .. / / N ' CCES ESM�i� i Y D 0 t O W Q w O SEDIMENT TRAP �#2 REMOVAL PLAN °° Z N.T.S. • Q 0 o w m o Z a = 0 A 0 — — L_J I I _ i l ei � r off, o V) ` to I r � + �' , x •, J J i — '` \r� �+ ._......_..' L" I Ar J., i - . 011 x I { N LLJ N, wk I � • `, fi 1 s I I` � .040. , ♦ i ti 't ;� •/ i i I O X 4 X I `X X i X i . i i I \ . I X w LAi . X X SOILS MAP COMPILED FROM U.S.D.A. SOIL CONSERVATION SERVICE + + + SOIL SURVEY OF ALBEMARLE COUNTY + + + o N.T.S. UDORT!'ENTS y SDP W ! i i o1 )_; I 1 i , I I I I N ! w l I— i o J �i 1 ! I .. i I i I V d i r D I I L.- ---"-- ___j � .. I I p —a — -I- _ lL=_::;;;;;� __.__w74cm — __ . I - . \ L __� ,.-"-, FE - =_ \ �: w cli I FENCE ;1 ., _ -FENCE fNTl1 -- \-' ' i { o W N Z FAVED WALL __ _ -- - X� �' 'I I g AAI - ' �... _.. -- 10.00 � � � o -- ENCLOSURE & GATES (TO MATCH MASONRY) 1 1 a O � 0 W O — I I , r � �, \ I p M W l vR8 B •t• v, a ' • . ' . • '. '1 '1 ' PA E•S. I ; : l , 0 � o W v 1. �� R FILTER R� �, _IL �� o ��..oZ 44 z \IF T i I A v v RO X e P P C7 f. of i G 0 -1 :' .::' :' p W e \ D \ \ , lV i O N '� W 2 Fn TI �Y L 0 A 0 O ti rr- O D I O W W R { \i P ��\ o C � \ N I A � D o� E 0 ez•. ` r p CL EM N T i Q EASE � o A Z , , U 1 I �;\ r 7 \ \ B 2 � .' r :� D v 8 Z /' \ O N p 5 4 r v G D �: 9 r;�f rn PG G \ '3 r L 0 .. o z rn v q A 1 W , z I > i N 1 p N � 0. G � � W :'M \ ." '0 P e t W R '•� 7` o r 1�. Q �, v '•s •'I:'• s O i �- ' U 1 l� e v \ z a S T P :r.• 40�BAR IGN �— a r o� 1 Q� { e D G O o o e D t `�J 4 2 W � y r P :D . N a 0 o� D > E Q;. �= O I �. o i P t D 1 W Z \ p \ 0 i W O W .- A D � U cyll D D ! Z 0 i e e l r. I� \ i g O W W O C I •� • 0. '• ice'':' •': •''''•' •' •' • ''•' , \ V Q '1 `tip J \ , (�>l 3 %� .� \ \ `:. G o �:;: r p I BUILDING TBA K to SETBACK \ I r''r - Y.. e V 1 D J w `L e :Q% J O \ \ r,� ® V W W Q N .. ' i•' • • \ ::%e1: r , r . w :' A. x , �-- U t- - ''�\ 5 s 10 �• I 30 cn -� I� .. I S I ,\ d1 W 00 > \ '` •':.. ! \\ \ `\ U �, to J .. �y,, i ,/..: w -� 1 Q X 1 , 1 Vie'' t { ^r' \ • o • 41 l Gj ire y C� -1 \ " :� P R, r :Ail ''t Qcf f0N.: I \ I \ �. \ _ LLJ ��. S fit' I 't. 0 LL r \ 60� N o \ CrY -�' - \� OFF . E N GAG S :: >`iK:: OtA �:a : W P RK I`JG \, \ w o i �- � 1�)cj c.j --- F. F :� : cn : fail P :':f� Q .- :-� s 0 \ 0 x. I \ S s \ Z N N 2 �. ,...� FX ( .. 1 \ P G \ — i P cn o� S E P = � P I � I` G N I r 1 Q G \ O G i I N e M \ { I �ll J r II G V r Fz 4�9 1 I , { .i F N I ;� _ o 0 0 , z �� Q �. V 4. �\ 4 C ,�, -// \ ` L6J a -� v .: s s ! W � - ./%..&- T t s v � . '... .. ... . ... .... . . • J N 1 CL �r�. T 0 i z N =) M ,•:. M 11n, .... ... � .-,..,. - _. _. ... .., -� —. O a� , . ul) r I * .01-\ .t: A .. 1 1 Z i \/ i .. .. O '1 /jam( •V •'•''•. •: •'''''•• . t' y�' 0 'H: s \1 T• 1 w` I Z W ( • o 4' • 00 M I 0 �( 1 O M _r S U . C •J r O P I N 'k J: ,.t •`ter Z V) { Il) P i S •t• ! I o i W I t \ L�. 1 i LY _ .r r J I �' • S __ w '7• V S I 5 La N . r� �'a t M Q I I a In v ; f J r -,r , -C. Y•� S /y I -\ i• Y LLJ W `-� -:t N -Vv . Q 1 P ! P► .a I i .' I is i f I P -� S _ I 1. O J 10 ';` 3 R P 'R 1 Z G ::s Z Q C •t' V A KN r Q _ _ t 1 Q � �: I w G r I F '• Y I BUF G •, ER O. Z S �r i •tA. 1 R — \ �- i f I �, � N 1.1.0. i• w S ` w I �. R. c \ r :; 1 U R e. - Q 4 �. I I a" �-' j Q I � � O CL 4' It•— 1 , t. . ry . r f f ,. _ • :,' y. ^ ::. CCES ESM j I 4 i 1 it �. s i '• s:. . ...' I I I \ \, - HP IGNAG a ®' . I rn O \ 1l N 1 i W C CRETE :: :� . I a � \.- p o ; \ :� ::. . ,- _- I �'r ': - I � i \ � BUM BLOC -y :?t�'• •' ( . • •' •' ' .' ' •' ' :' .' clq \ F .. . . I , •• , I Y ,. S �' , I d' V, -�� D vs I \ %� �, i , w Z O .; / O O I !; .\ P . w s, L \ 00 L 1 Y �._ a w z 1C F 1 , \ W U \ \ S :� 't , I ,o D % . U i 9 : I I 1•- CO O W I i \ \ N 2 CURB cn 1, I, m a G I r y \ \. 9 i Q = \ CG -6 YP. �. �' `� �' ' I. : �' : ' o CUT : +� o IZ a O I I � v)) - \ . . . . \.- ) O CURB CUTS r r �' ,�' . ' . . . ... .. , �; w U U -� C� i Yp \ t \ \ �,CE O 2 •, • .� . '.. , . '..... ... ... , . . i ' 1 4�� o I :,� I \ ll� �. \ EX. SIGN 3 S �' � � •F' ' . '�= l oo�`�y I :i MODIFIED °\ �• , '16 . . .' • .' , ... ,..' ,' �,,� � , . ., . ,' .. ,' .. , •' . h ) ► M 0 o Nrn 2`} Li31 I TO B MO .�9, `r' V- �. < :n• .. V • '.f • . € I \! J 3 j �. ' r, ,• �%'• VS �� ' '• ' '�.Q'a-I 1 I 1 I Exr j•• Q sp I I __ __ ___ _ w -- B I O FIT �' \' ` _ -- r _ - I� W * ..• .fit ..• ..• , ...• .• .• � �,_ N: Gi I IV � � .rr � i �(�j � ci i_ _ _ _ _ — _ _ _ _ _�. Q ' • ', l '. • . • ' • '. ' ' • ' • '. • • ', • 2' CUR • '. �� iii 4� 1}; 3._'< , . HARK SE? c_ - SO _ N51'0_9'10 »W __ _ __ - , . ACCESS �L EASfiEN RR SP :EKE IN BASE 0 1_ �.- 286.17' o - --.__w _ _ _ ___ r , =j •�• ... �•�,' :✓'•. �, - " "� O TEV�:529�91 c�:,lEt� �r�1= L.!i�EMENT — _ _ - _ _ -- -- --- f ,r . . . . I y © N i_ ` B'. �; 'I � i I __ ___ CURB &GUTTER ._ __ - - - --- '_ `� __& . • . • . • . / . , '' , ' • '' ' R�� • S�"°. , ' ' ... .. I + '° \ ,\ _ ti c, rxo2 ' SEWER CURB CUT V; q9 9 ;,r, . •, N I I. EfaSEMENT CG ®BIO— FILTER CG S\ �A �� '� f ' . r' N>��' �� -__ ! `. N D.B. 1600,PG CB5 3 - l . , r.... ' . .. • �E. / 1 \ . _. _..._. ,- \ Wh LIG TING NOTES. ) .� r_ \ \ �' ''.' •' . :-�'"' ' .''.. :�� , .�'• / E– Q o EDGE TYP. 1. THE SPILLO ER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC •� �• .' .' . ` -;' .' :' ,' .' .' 1 \/ \ Z ao — — — G�• 0• , \\ \, W --� i I ROADS OR PR PERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS 2 , :' ..►�, �' •' :' .' • :,,Y� f \, �u � v SHALL NOT EXCEED ONE –HALF (1 /2) FOOT CANDLE. �� ' �., \ \ I'– co 2. 1 EACH OUTDO R LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR .. '� `'.�X',Z0''''SEyvER ' • ;.•:','• :' ; .. ;,�' % _ �" \ \ __ - -�'\ Q o MORE INITIAL LUMENS SHALL BE A FU L T –OFF , „ CASEMENT' ' 6' --✓ r� Pr- � Q � L CU LUMINAIRE OR A w / •% . , s �, / \ Z 4 4' \ DECORATEVE ILUMINAIRE WITH FULL CUT –OFF OPTICS. ��, t 10, {s,.�- �`\ ��_ \ NOTE: \ 1 ` : - .. ' • ' ' . ---'"r --,* \ \` cn � i ` r Q SITE' RE UIRES SEPARATE PERMITS PER ZONING ORDINANCE 4.15. �a ` ��`' f r W z °° I \� HELD SOtiRCE. v 1� ��. �, ' . ' - 0v �• - � \ \\ - _ t . --\ I I BOUND A AND TOPOGRAPHY AND BENCHMARKS \ �, -iQ `� ti �,, � ..�, . `g `� �- ALL (ROOF TOP EQUIPMENT SHALL NOT BE VISIBLE FROM THE ROUTE 29 N oc.�, PRO ,��IID BY OWNER PER ROGER W. RAY \ \\ t t �/ N!� x r Ov 00 I 3SOCIATES, INC. DATED FEBRUARY 18, 2009. , *A t, � C5�' J� • �, Z1 � ._, .- � � \ ; ENTRANCE CORRIDOR. � , .. ' oy -- OF .-\ C1 BENCHMARK: / _ `�� i p�N t � .0 \ Rd `` i US COAST AND GEODETIC SURVEY Z155 Z• , 6 j t -' r G�`� �\ \\ \ / '. V. * 1 NOT: SOURCE F R BUILDING PARKING SETBACK TOP OF A CONCRETE POST. �O ` \ I / LOCATED AT THE INTERSECTION OF U.S. RT. 29 , (Di r- •-1 � \\ � w REGULATIONS IS F OM ALBEMARLE COUNTY ZONING AND ST. U. 649 ,\ / 00 � .. � f, o 0 R D' N A N C E . 12.4 SE OF THE SW CORNER OF CRENSHAW S \\ � � G i c ! GARAGE: \ G __ OF a I ! 1 45.5' WEST OF THE NW CORNER OF GREENTOP G y- ---"' - --. / HEIGHT R E G U LAT I 0 6 S : HEIGHT 0 F THE BUILDING AND 46.5' NE OF THE CENTERLINE OF ST. RT. \ � ` = = " J ` / �� U LDING NOT \ � ,�� F � f \ t/ I TO X C E E D 65' . ;~ 649, \ ` ]I �\ '" U C T U R E E X C E E DING 3 5 AND 85.5 NW OF THE CENTERLINE OF THE S.B.L. . SHALL BE SET BACK FROM ANY STREET RIGHT OF of U.S. RT. 29. \ \\;�,, , ,� rol 20 0 20 40 ELEVATIION= 552.708 1-a 1 N \ l j SCALE IN FEET WAYI, IN ADDITION 0 MINfMUM YARD REQUIREMENTS NGVD291 10 `�''' 5 ` , I A DISTANCE OF NOT LESS THAN 2' FOR EACH 1' �� \ \ 11 ' b� I�tC�) SDP 20(6-00074) OF HEIGHT IN EXCESS OF 35. — m a 9 m 0 t i 0 U e W -0— __0_ I W O LJ 06 L() 0 ;0 W) IN) z Lzi _c 7 N� Z FENCE FENCE FENC1_ PAVED WALL �F%01*09'40"E > 0; z 0 w f t2 (L 5A0-A7' 0 La w CL IIIIIIIII, poll; �t m LLJ 0 k La i= ~ \'� \\ e D > LA_ LAJ Lai z < L2 m < 0 z Z L) IiL i i I r 0 w I\ w V) >< CL 04 w 0) 0 \41 (0 O 14, v it ,\o z w z SEWER. ESMT Q 2 C4 DIRECTIONAL SIGN D.8,1229-227 °RNs o?, Z 0 0 \\0 gx C3,10V w D vc) 0 co 0 ,IS z m 0: LAI 0 Lu \A 0 L z 2 > 0 W w Ll 0 > Oil 0 tl PJ ,�` kA 0 Lif \A i r 1 e I LLJ LL J LLJ _j 0 IAJ LL_ A\ ! ,, 13: DECONTA, ►MINATION TANK LOCATION La. W i 1 0 w e OG E`er \G '� SEE MEP PLANS J Li F FOR DETAILS > F- < % CID NEUT ALIZATib\N > u- A R P, I c 0 LL_ e n TANK LOCATION Lj 0 Lj SEE M EP PLANS Gp, G pC FOR DETAILS CL z _j (D) > z � ��N wA` v� , � � V cr ID LLJ M A F- oo a. z z v \k� 6 1- "1 1 Ac- LLj 0 \�fx\ t, 5 __� 1- -4-1 z I ____ 0(-) koG . �xAt a%.s 5 (-,� 1 33- 0 NA (n r- C, It 1 cr- Lj Lu Lij ry m v� r�� Q e , , ti \� _ LL_ e o < e ----" LL_ r j Lu m Z. Aix < LLJ < < 1, 69 00 Z) 0 6 C di O Lill, . to 0 D e- 2� WONI ING ITH D GHOUSE z B E SAC ON. TIE LLj < LAJ 00 z N N. LAT. w w C-) Tr X. 6 I `,� \ e IM — 5 8.3 z < m 0 2 O fMV.IN, 20. LOCATE EXIST NG (- 1! ' e` !I W X 1 24 1 EX. SIGN 11 UT 520.3 z 'A ► 41 SUPPLY LINE Sc,>8 ALL I'd I ll� \TO BE MODIFIED I�A it "-t 1� 0 EW 399 LINE BESIDE c s EXI o" TING. MAINT k RVICE TO EXIS ING raft" value wet vxwm IL ING. COORDIN mzwm In It rat� Vdw of F—CONCEPTUAL SHUT—OFF WI H OW iiiiiiin III EXISTING it C7 LOCATION OF Relpm Wabn I - s s NT PRIOR TO 10 S S Combinfin Ski and Tay 3 1 m � I ! 11 \ FUTURE NORTH. DIAW U* I I — NNECT DISCON -A DMW LAVOKY 2 x N51 *09'1 O"W e 41;� FORK - REGIONAL Ddai Fmitalm - Coder I x > OF USER CE. ?UP-ITATION - pwk 2 x IT 286.17' 1- -7-7-m v, WL Rj CURB GUTTER RICE L, �MEN 3w COODecdca 7 XkchaSink • 1/2'Cosami 3 Lamm - 3/$'Cnmcdm 2 3 1/2' Cannedim 4 x LUN&Y Tmy -112' on I 011__..� --f uj V4* CONAMMIN 7 a \--EX.20" SEWER SMww Had MMM 001y) 4 9 EASEMENT c\j v, b" SaNks sm - 112, Cousift 3 1 SOO,P _j J l • 34 CarAmi 7 1 G 085 udad - Pak" mulb valn 33 .wall Fbab Vdvs 12 - TMGO a pt. uwo 2 x week Sb* (Bask Set of pni 4 water Closet: nab V&S 3s Vn FM nOWUMATE #ONA ULJ cd Tmk T)" 3 omwambe, - ur canscon 4 ov Q) • 3 c z 14 ,Olmclocfjm 10 pu PA W&A'as Machine - ur connectim s '30 3W Conamcdon 12 x p III v "T I I A m. - m a I —1h A k I k w v comwtion 25 &A jfy�ltl On tmhj@ po" EX.20' SEWER Ha" Coliumcifto Wah Down) - 112• 6 x TYP9(WC0NnZX7M r1Aft 7�,16ihd_lvy) EASEMENT • 314" 10 1 a-vtcmmwi,: E� -14 0 D 1750,PG GROM FLOOR AREA c a k TOW Mw Am _N PRO OSED ft&wb --soolawnba ---Io-- l f % ERRARrAMORUM Combbadw Sink and Thy 3 3250 I J, -e N, DOW unk I Ty" OF roa rinktr 1 114" Der Ad La"i I CIO cj amw I pamic 2 x EXPI M AND COMMUMCAl ft b rtaactrtf e:ut+,m Q t � L �i •.- e e e � Yjtcbm Sink • li• Ceamcdoe, 3 LU IZ ? I - - 1w cauxecift Llv"y : 318 Commecdom 2 it Z. + P, 112: Camaiott 4 1 L9_L) 011 Q) LawAry Toy - W Cawmdom 3 vo 00 . sw camel I Sbower Bud Mimm Ody) 4 it 8"X4" TAPPING SLEEVE Swvks Sink - 1W Commidin 3 lt -314 Cosimmi 7 it W/4*' VALVE udw - PWWA Phift vd" 3s 1 Nn.��83 REDUCE AT METER BOX. a - WON Nub vd" 12 srwm I Paoli, I a N" 1122- R - Tmo a FL Udo 2 Q Week Sink 0%& So of Pvmmb) 4 2 TWIUA 1191 EX. 1j" METER PER T Wave Ckmw - Not Vd" 33 9 114- gig 5 Rel T„ i -Tat Typ rgr 1500 ALBEMARLE COUNTY 3 x Dkbwubw - li• Cammcdole 4 3w Cm to SERVICE AUTHORITY. S wathios m"". M* c=w*5 EX. VAULT MAY BE 3w Couffiectift 12 1. 1� 2S x RELOCATED. COORDINATE How Calwal (Wssh Doom) - W f, C-16011"AMI11931�=Ml 314* 10 21fill WITH ACSA. 0.1 20 0 miII.- \\ Iiiiii CamMad Fbftn VeW ToW 9n4 s 20 40 Dmmw s ?§ -mmmmod 115 Grim CD SCALE IN FEET Md& Shoe wo D P YN' Av 6B 47, rP,* - A 11,10 1� 50 + 7 &A FENCE— D .... .. iu I.- lu I PAVED - *VIAL 1- MT lu fu I all 527 'b' 524 524 1525 UD % UD � �Q ,� �, .,\ •� Q G $ 0 � -- Tom; '." � ; L \3 B M P o 52t _C_ ul Al 0 F DISrU_' BANCE .. /C= LINE YP %A o \A Pt 11-MiNC, S T 9 A C lb Ile, X + C % ICY) 'INN % W lk 4111 4A "b A nK C Uo _T/C A 27.95 E/9=527-45 ti \ 40L B4 Z g5 15;0 10 k-1 '-�-ARKINQ SUFFER OA WAtt cVj' L A �14 lu ---- - --- - C 12 U_ % 4 fo 114 71 uD' D C%_ LSMT N TIONAL T/C=5 27 - /P =5271 A .3 U 10 C-4 C C=527.\85 E P=527.2�5 t ;l i \ i \ LJ uj Lj L iJ AN "I 4- a D B C*1 boa t A > _j O _j il N2 D W, `7 <o" ? --'\ \ -'� \ r i _- �cn�; an <:,',\ T/C=52,8.6 ES! ESIv L Z L 'IC\C -50 '� Elp W '14 Cb 'j. \ g . /C --c. 26. 9;. 2' - , Ll;. jvr - .52\, 0)\o \ ) A- , 60 j I Xz_ 04 Lr) It >_�o 00. Lr) C) a Ab. —CA v FF 28-30 D (po 0 24 14 X40 Z V_ 0 0 W t� 6 Z 0 0 > Lu w IN 0 0 0 :5 0- a. 0) 0 W w 0 C" Uj F- < z :c M 0 C4 0 e% fA 1 Z 0 U z C9 C*q 0 uj CL Z V) 5: W cli V) W_ 1% 0 C.) 0 0 CK m ui 0 V) > 0 to z w w 0 w Z W M 0 w tL W Lo F- LLJ W 0 Ld m V) C) w > LL. w 0 z CL CL 0� LLI < > LLJ w Li ).: z F- Z Z Z Lij ::) 0 0 V) t1 W LLJ 1 48 LLJ Cr_ M LL- U_ < :2 0 LLJ LLI z m < Z LLJ < r F- < CL F_ .dg= D 0.- CY) V_ 0 0 ck: Lu z 0) w Z Uj F- < z :c M 0 0 e% fA \4 28.z)v Cb EX. SIGN tp TO 8 MODIF E P B los, �2 / - - t� I H — UDO J U 160 526 Q) i 0 0 :WH MARK �,�T p L M. L Q) ,N' 5LDL M54�vt*A vr +t K 1 18A��E OF EAS�MENT 286.17' OWER POLE CURB_� GUTT -797 F, N L E V. 5 t." D[B. 661 :5 oJoJ _j cNV \-EX.20 S ro 20 OA 30 20 USEMEN 85 01'* D. 1-3 6 0 0 JP C' 0 8 5 N 1� a 3. 4, NOR THE I WITH C110" 3: cc N\ 2 -EWER EX- EASEMENT- - d) •D.B, 1750,PG cj 528' Q� —IJ Lo �28.7 to ! -3 CD 5 0 20 0 20 40 -A 30-- e57W2D11*-) S D P w ---------- - L I BMP V SECTION A- { a- .--= --- --- i w,l � 'try IT I k� n I4 I• repn� Str^�r.,r I LLJ 41 OI` to r: I _ - I as MARK 4 r - nR EPHIKE in or o+s a E \ o a. 664-71P { aj I 1 i I I f I i { I s I i I � f� I ' 14000,r' I r DA= 0.42AC. C= 0.56 Tc= 7 MIN Al DA= 0.23 AC. C= 0.90 Tc= 5 MIN ODA= 0.22 AC. C= 0.65 Tc= 5 MIN \ \41141 ( I t II l i J �.I 40 0 40 80 SCALE IN FEET DRAINAGE AREA MAP. DA= 0.26 AC. C= 0.90 Tc= 5 MIN B2 DA= 0.03 AC. C= 0.90 Tc= 5 MIN ODA= 0.91 AC. C= 0.75 TIC= 8 MIN ;Rummel, Klepper& Kahl, LLP 522.27, S =0.32% Consulting Engineers CONVERT EX. DI -3A TO MH -1 TOP = 527.27 1801 Eas Main Street PrgectName:MARTHA JEFFERERSON HEALTH SERVICE Date ! 61M2008i _ i East _.. .. _ VA DI -7, GRATE TYPE III Outlet Depth M) __ _Richmond, _ _ ...._. _ILoca6on. 1,CHARLOTIESVI( i !Computed by AK ' IPr No: 80903001 __ heck._ _ RTM Chocked by i TOP= 526.50 0.88 (PROVIDE OPENINGS FOR 6" UD'S) 54 L.F. OF 15"0 RCP CL III INLET INV.IN = 522.79, INV.OUT = 522.52, S= 0.50% 0.352 33 L.F. OF 18 "0 RCP CL III Q Q Qt S Sx T W 1 Stn 0.3$9 0.376 0.360 0.055 3.131 1.556 0.96 0.96 519.83 QI Qb 1 S2n 0.367 0.383 T 0.055 3.170 1.624 1.00 1.00 519.94 0540 0.000 1-M 0.376 0.390 0.376 0.057 3205 1.693 1.04 1.04 519.85 a 0.000 1-S2n 0.383 Me 0.384 3 OJ 0 1.642 -- 148 519.86 0.664 0.000 1-Stn 0.390 0.405 ° 0.069 3.268 1.704 1.11 1111 619A 0.576 0.000 1 S2n 0.397 W W = r W c7 1.710 Q 1.14 H to > O LL J v� It t� W OA17 0.407 0.063 3.315 1.696 1.19 1.19 N IN � 0.000 1-S2n 0.410 0.426 m 0.063 3.385 1.773 N Y 519.90 a 0.000 Z V V _ Z !- Ix -� x 0 G Q U. C 3 to v� 3 c W 0.431 R X J Ii W 4) �• a t g Z Lu a Z EX20 EX1 N 0.60 0.46 0.46 145.0 12.00 J 1.76 534.95 523.70 522.60 0.0076 36 8.2 0.29 G EX1 D 0.67 0.78 0.52 0.98 taj 12.29 3.78 �,>s O p 522.27 0.0032 18 3.4 6.0 0.35 y 30 EX2 0.91 0.75 C f 0.68 54.0 8.00 d 3.06 527.00 522.79 522.52 0.0050 15 3.7 4.5 0.24 C d 30 EX2 EX3 0.00 0.75 0.00 1.67 33.0 12.65 3.73 6.22 527.27 522.25 521.92 0.0100 18 5.9 10.5 0.09 (FT. (AC.) EX3 3 in/hr (cfs) (cfs) 1.67 (FTIM FTI 3.72 (mi) 529.49 F 521.78 0.0016 (IN) 2.9 (IFTIM (T) (Fl) EX4 (cfs) (cfs) (FT) (Fr) 1.75 (FI) 13.14 EX4 DI-3A 2.5 0.11 0.78 0.09 6.5 0.56 0.00 0.5610-011 F 0.020 526 2 0.38 0.083 4,15 66.0 7.00 4.69 1 0.80 532.29 2.5 521.23 0.56 0.00 1 0.12 0.46 0.26 5.82 EX5 EX 51 DI -3A 2.5 0.13 0.72 0.09 4 0.37 0.00 0.3710-018 521.23 0.027 3.43 2 0.584 0.083 3.07 1 3.3 0.139 0.166 4.7 2.5 0.74 0.28 0.10 3.64 7.35 528.44 521.18 520.83 10 DI -26 4 0.35 0.85 0.3 6.5 1.93 0.00 1.93 0.029 0.053 3.80 2 0.526 0.083 1.566 520.67 519.95 0.0067 1 5.9 4 1 1.93 0.00 0.23 0.46 0.50 4.34 0.44 11 DI -213 6 0.23 0.75 0.17 4 0.69 0.00 0.69 0.022 0.027 4.15 2 0.482 0.083 3.074 1 3.3 0.139 0.166 6.5 6 0.99 0.68 0,01 24 5.9 18.4 0.31 EX 40 DI -3A 2.5 0.29 0.59 0.17 6.5 1.11 0.00 1.11 0.013 0.049 3.77 2 0.53 0.013 0.265 38.2 0.06 8 9 2.5 0.79 1.11 0.00 0.18 0.46 0.39 3.76 524.00 60 DI -213 20 0.69 0.74 10.51 16.0 6.5 3.32 10.00 8 3.32 0.013 0.022 9.38 2 0.213 0.083 3.773 527.00 519.00 517.77 0.0286 24 20 38.2 3.32 0.00 0.16 0.46 1 0.35 7.05 0.74 DA= 0.29 AC. C= 0.59 Tic = 7 MIN OE IDA= 0.13 AC. C= 0.72 nc= 5 MIN OF DA= 0.11 AC. C= 0.78 17c = 5 MIN DRAINAGE DESCRIPTIONS 20 20A X. 1 A� 2� 30 OA 2X. 3� 3A� 4� 4A X. EX. MH -1 (TO REMAIN) TOP = 534.95 145 L.F. OF 36"0 RCP CL III PIPE INV.IN = 523.70 , INV.OUT = 522.60, S= 0.76% EX. DI -3B, L =12 (TO REMAIN) TOP = 528.99 71 L.F. OF 18"0 RCP CL III PIPE INV.IN = 522.50, INV.OUT = 522.27, S =0.32% Inlet ContrW Depth (n) CONVERT EX. DI -3A TO MH -1 TOP = 527.27 Normal Depth (it) DI -7, GRATE TYPE III Outlet Depth M) W /IS -1 Outlet Velocity (ft/6) TOP= 526.50 0.88 (PROVIDE OPENINGS FOR 6" UD'S) 54 L.F. OF 15"0 RCP CL III PIPE INV.IN = 522.79, INV.OUT = 522.52, S= 0.50% 0.352 33 L.F. OF 18 "0 RCP CL III PIPE INV.IN = 522.25, INV.OUT = 521.92, S= 13 519.82 CONVERT EX. DI -3C TO MH -1 TOP = 529.49 1 Stn 69 L.F. OF 24 "0 RCP CL III PIPE INV.IN = 521.89, INV.OUT= 521.78, S= 0.16% EX. DI -3A (TO REMAIN) TOP = 529.16 62 L.F. OF 24 "0 RCP CL III PIPE INV.IN = 521.74, INV.OUT = 521.22, S= 0.84% EX. DI -3A (TO REMAIN) TOP = 532.29 SSD 56 L.F. OF 4 "0 PVC INV.IN = 525.60, INV.OUT = 519.44 S= 11.00% RD1 58 L.F. OF 8 "0 PVC INV.IN = 525.60, INV.OUT = 523.5 S= 3.62% RD 92 L.F. OF 4 "0 PVC INV.IN = 525.25, INV.OUT = 523.5 S= 1.90% NOTE: HDPE OR APPROVED EQUAL MAY BE SUBSTITUTED IN LIEU OF RCP CL III PIPE FOR THE STORMWATER SYSTEM. HOWEVER, CULVERT #80 MUST REMAIN RCP CL III PIPE AS SPECIFIED. DA= 0.77 AC. C= 0.60 Tc = 12 MIN OH DA= 0.67 AC. C= 0.78 Tc= 7 MIN 11 DA= 0.50 AC. C= 0.80 Tc= 7 MIN Table 2 - Culvert Summary Table: Culvert 1 12 DA= 0.19 AC. C= 0.60 TC = 7 MIN JO DA= 0.35 AC. C= 0.85 Tc= 6 MIN OK DA= 0.20 AC. C= 0.75 TC = 5 MIN OL DA= 0.36 AC. C= 0.52 TC = 7 MIN Total Dbcharpe (CIS) Culvert Discharge (CIS) Headwater eNvatbn (10 Inlet ContrW Depth (n) Outlet Control Depth (M Flow Type Normal Depth (it) Critical Depth (n) Outlet Depth M) Taltwater Depth (1t) Outlet Velocity (ft/6) Tallwater Velocity (ft/3) 0.88 0.88 519.80 0.504 0.000 1 S2n 0.350 0.367 0.352 0.053 3.094 1.546 0.92 0.92 519.82 0.516 0.000 1 Stn 0.3$9 0.376 0.360 0.055 3.131 1.556 0.96 0.96 519.83 0.528 0.000 1 S2n 0.367 0.383 0.388 0.055 3.170 1.624 1.00 1.00 519.94 0540 0.000 1-M 0.376 0.390 0.376 0.057 3205 1.693 1.04 1.04 519.85 0.552 0.000 1-S2n 0.383 Me 0.384 0.059 3.248 1.642 1.08 148 519.86 0.664 0.000 1-Stn 0.390 0.405 0.394 0.069 3.268 1.704 1.11 1111 619A 0.576 0.000 1 S2n 0.397 0.412 0.402 0.061 3.288 1.710 1.14 1.14 519.88 0.588 0.000 1Stn 0.401 OA17 0.407 0.063 3.315 1.696 1.19 1.19 519.89 0.592 0.000 1-S2n 0.410 0.426 0.416 0.063 3.385 1.773 123 1.23 519.90 0.603 0.000 1 -S2n OA17 0.434 0.424 0.065 3.400 1.777 127 1.27 519.91 0.613 0.000 1-S2n 0.424 0.441 0.431 0.067 3.378 1.780 aMa «..« Nit«« aYaa«. a« M1a«« aMaa «H.aaaa «aa «.«aaaa«a ««ala.aaMa.a Intel Elevation (invert): 519.30 ft, Outlet Elevation (invert): 519.05 tt Culvert Length: 48.00 (t, Culvert Slope: 0.0052 W O W Z Vi O W N o a S U Ve o ^ to a WW U. CD O a a F- t_n O O W 00 OC N Z i- O O 1-- O Z p� G Z U (� \ 04 G O d M O U O � � } W � Z 1n \ W W N O a V V v> N a o > � z a _0 a; Or W p W Z tJ N O CK F. CL V a cc •f W = U) 66 L.F. OF 15"0 RCP CL III PIPE 40A INV.IN = 526,00 INV.OUT = 521.23, S= 0.64% IProjectName: ;MARTHAJEFFERERSON HEALTH SERVICE ;Date 6f4/2008r X. EX. DI -3A (TO REMAIN) 5 TOP = 528.44 (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE Prot No- i 809030.01 Checked by RTM 53 L.F. OF 24 "0 RCP CL III PIPE 5X. INV.IN = 521.18, INV.OUT = 520.83, M.H., S =0.66% A TOP = 522.80 CONVERT EX. DI -3A TO MH -1 C TOP = 527.93 Q W Y 94 L.F. OF 24"0 RCP CL III PIPE 6A INV.IN = 520.67, INV.OUT = 520.05, B S =0.66% 0:� Q 14 L.F. OF 24"0 RCP CL III PIPE 6B INV.IN = 520.05, INV.OUT = 519.95, 'n S =0.663 = DI -7, GRATE TYPE III 50 W /IS -1 c E TOP = 525.00 E cc (PROVIDE OPENING FOR 6" UD) 9A 49 L.F. OF 15 "0 RCP CL III PIPE OA INV.IN = 519.42, INV.OUT = 519.10, c S= 0.653 N 10 MH -1, w 7 TOP = 527.00 o F- 43 L.F. OF 24"0 RCP CL III PIPE 7A INV.IN = 519.00, INV.OUT = 518.50, TOP= 522.10 S =1.16% m (PROVIDE OPENINGS FOR 6" DI -7, GRATE TYPE III, W /IS -1 g TOP = 524.00 11A INV.IN = 516.21, INV.OUT (PROVIDE OPENINGS FOR 6" UD'S) S= 5.63 214 L.F. OF 24 "0 RCP CL III PIPE 8A A INV.IN = 518.40, INV.OUT = 517.33, INV.IN = 519.30, INV.OUT S =0.53 = S= 0.503 DI -3B, L =20 " FILTERRA" BOXES 60 W /IS -1 TOP = 526.00 FB3 8'X4', TOP = 522.10 Tnp = �*?s An TOP = 525.80 FB4 W O W Z Vi O W N o a S U Ve o ^ to a WW U. CD O a a F- t_n O O W 00 OC N Z i- O O 1-- O Z p� G Z U (� \ 04 G O d M O U O � � } W � Z 1n \ W W N O a V V v> N a o > � z a _0 a; Or W p W Z tJ N O CK F. CL V a cc •f W = U) 42 L.F. OF 15is0 RCP CL 111 PIPE OA INV.IN = 517.27, INV.OUT = 517.00, S= 0.64% IProjectName: ;MARTHAJEFFERERSON HEALTH SERVICE ;Date 6f4/2008r Richmond, VA , Computed by AK UNDERGROUND DETENTION ; CHARLOTTESVILLE ___._- - ;CHARLOTTESVILLE Computed by 1AK 9 (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE Prot No- i 809030.01 Checked by RTM INV.IN = 516.50, INV.OUT = 516.10 W /(2) 32'X5' JUNCTION MANIFOLDS. M.H., I- A TOP = 522.80 V) C INV. = 516.50 Q W Y M.H., . LLI Z TOP = 525.70 B INV. = 516.85 0:� Q M.H., V C TOP = 525.10 Z 'n INV. = 516.75 = M.H., D TOP = 521.80 c E INV. = 516.40 E cc 14 L.F. OF 24"0 RCP CL III PIPE 9A INV.IN = 516.37, INV.OUT = 516.28, u�i S= 0.64% w c DI -2B, L =4 N 10 W /IS -1 w 2 TOP= 522.80 o F- DI -4B, L =6, W /IS -1 Q U 11 MODIFIED W/ INTERIOR WEIR WALL TOP= 522.10 c m (PROVIDE OPENINGS FOR 6" UD'S) O; EX. 80 L.F. OF 24"0 RCP CL III PIPE 11A INV.IN = 516.21, INV.OUT = 511.71, Remarks S= 5.63 w O 48 L.F. OF 15"0 RCP CL III PIPE gp INV.IN = 519.30, INV.OUT = 519.06, = S= 0.503 � " FILTERRA" BOXES m Q O FBI 10'X6', TOP = 526.00 FB3 8'X4', TOP = 522.10 FB2 6'X4', TOP = 525.80 FB4 6'X6', TOP = 532.29 W O W Z Vi O W N o a S U Ve o ^ to a WW U. CD O a a F- t_n O O W 00 OC N Z i- O O 1-- O Z p� G Z U (� \ 04 G O d M O U O � � } W � Z 1n \ W W N O a V V v> N a o > � z a _0 a; Or W p W Z tJ N O CK F. CL V a cc •f W = U) i Rummel, Klepper & Kalil, LLP i Consulting Engineers 1 ; Consulting Fngineers 801 East Main Street IProjectName: ;MARTHAJEFFERERSON HEALTH SERVICE ;Date 6f4/2008r Richmond, VA , Computed by AK ._.tree_...._ Richmond, VA ; CHARLOTTESVILLE ___._- - ;CHARLOTTESVILLE Computed by 1AK 2 Prot No- i 809030.01 Checked by RTM W V I- Z L V) C � Q W Y J . LLI Z Q (W 0:� Q S V $ G Z 'n Q = • • v c E E cc w c ° o E ir' c u�i W w c Z N m a w 2 0 o F- Q Q U v f° c c m 1-° CL c O; W E w a E Remarks t2 w O O E 7 fl O- rn = uvi � > m Q O a -° O 0 U I-= 0 _� cn cn a. p 0 (O rn a 9- N > a) 0) CL a o o Q 2 �. 2 a- Ii 'a. a EX.20 EX20 EX1 0.77 0.60 0.46 0.46 145.0 12.00 3.82 1.76 534.95 523.70 522.60 0.0076 36 8.2 58.0 0.29 G EX1 EX2 0.67 0.78 0.52 0.98 71.0 12.29 3.78 3.72 528.99 522.50 522.27 0.0032 18 3.4 6.0 0.35 H 30 EX2 0.91 0.75 0.68 0.68 54.0 8.00 4.48 3.06 527.00 522.79 522.52 0.0050 15 3.7 4.5 0.24 C 30 EX2 EX3 0.00 0.75 0.00 1.67 33.0 12.65 3.73 6.22 527.27 522.25 521.92 0.0100 18 5.9 10.5 0.09 E:X2 EX3 EX4 0.00 0.75 0.00 1.67 69.0 12.74 3.72 6.20 529.49 521.89 521.78 0.0016 24 2.9 9.0 0.40 EX3 EX4 EX5 0.11 0.78 0.09 1.75 62.0 13.14 3.66 6.42 529.16 521.74 521.22 0.0084 24 6.6 20.7 0.16 F EX40 EX.5 0.29 0.59 0.17 0.17 66.0 7.00 4.69 1 0.80 532.29 526.00 521.23 0.0723 15 14.1 17.3 0.08 D EX5 029 0.59 0.17 1 0.17 66.0 7.00 6.44 1.10 532.29 526.00 521.23 0.0723 15 14.1 17.3 0.08 D EX5 EX6 0.13 0.72 0.09 2.02 53.0 13.30 3.64 7.35 528.44 521.18 520.83 0.0066 24 5.8 18.3 0.15 E EX6 7 0.00 0.72 0.00 0.44 108.0 13.45 3.63 1.60 527.93 520.67 519.95 0.0067 24 5.9 18.4 0.31 50 7 0.65 0.68 0.44 0.44 49.0 7.00 4.69 2.07 525.00 519.42 519.10 0.0065 15 4.2 5.2 0.19 A, Al 7 0.00 0.72 0.00 2.02 108.0 13.45 5.06 10.21 527.93 520.67 519.95 0.0067 24 5.9 18.4 0.31 50 7 8 0.00 0.68 0.00 2.46 43.0 13.75 3.59 8.82 527.00 519.00 517.77 0.0286 24 12.2 38.2 0.06 8 9 0.48 0.79 0.38 2.84 214.0 13.81 3.58 10.17 524.00 517.67 516.60 0.0050 24 5.1 16.0 0.70 B, B1 `. 8 0.00 0.68 0.00 2.46 43.0 13.75 5.01 12.33 527.00 519.00 517.77 0.0286 24 12.2 38.2 0.06 8 60 9 0.69 0.74 0.51 0.51 42.0 7.00 4.69 2.39 524.80 517.27 517.00 0.0064 15 4.2 5.2 0.17 11,12 9 0.69 0.74 1 0.51 0.51 42.0 7.00 6.44 3.29 524.80 51727 517.00 0.0064 15 4.2 5.2 0.17 11,12 9 11 0.35 0.85 0.30 3.65 14.0 14.52 3.50 12.76 521.80 516.37 516.28 0.0064 24 5.8 18.1 0.04 J 11 0.35 0.85 0.30 3.65 14.0 14.52 4.89 17.85 521.80 516.37 516.28 0.0064 24 1 5.8 18.1 0.04 J 11 EX12 023 0.75 0.17 3.82 80.0 14.56 3.49 13.34 522.10 516.21 511.71 0.0563 24 7 o7 53.5 0.08 K W O W Z Vi O W N o a S U Ve o ^ to a WW U. CD O a a F- t_n O O W 00 OC N Z i- O O 1-- O Z p� G Z U (� \ 04 G O d M O U O � � } W � Z 1n \ W W N O a V V v> N a o > � z a _0 a; Or W p W Z tJ N O CK F. CL V a cc •f W = U) Rummel, Klepper & Kahl, LLP Consulting Engineers 1 ; O 801 East Main Street T Project Name: MARTHA JEFFERERSON HEALTH SERVICE Date i 6i ;V2068 Richmond, VA , Computed by AK N ; No: ; 809-030-01 ked by ; RIM 2 � W V I- Z O V) W � Q W Y J . LLI Z Q (W 0:� Q S Z o C- Z V Q = E E V a w c ° E ir' c Z W c .. 0 Z N �, v a O 0 o F- U Q U c E, o c Q W Q a E Remarks li U w O W E 7 fl N � � > m Q O _� O o a F- 0 _� cn h N o N 0 Z rn a W > d) a o O Q 2 �. Ii EX.20 EX.1 0.77 0.60 0.46 0.46. 145.0 12.00 5.00 2.31 534.95 523.70 522.60 0.0076 36 8.2 58.0 0.29 G EX1 EX2 0.67 0.78 0.52 0.98 71.0 12.29 525 5.17 528.99 522.50 522.27 0.0032 18 3.4 6.0 0.35 H 30 EX2 0.91 0.75 0.68 0.68 54.0 8.00 6.17 4.21 527.00 522.79 522.52 0.0050 15 3.7 4.5 0.24 C E:X2 EX3 0.00 0.75 0.00 1.67 33.0 12.65 5.19 8.66 527.27 522.25 521.92 0.0100 18 5.9 10.5 0.09 EX3 EX4 0.00 0.75 0.00 1.67 69.0 12.74 5.18 8.63 529.49 521.89 521.78 0.0016 24 2.9 9.0 0.40 EX.4 EX5 0.11 0.78 0.09 1.75 62.0 13.14 5.11 8.96 529.16 521.74 521.22 0.0084 24 6.6 20.7 0.16 F EX401 EX5 029 0.59 0.17 1 0.17 66.0 7.00 6.44 1.10 532.29 526.00 521.23 0.0723 15 14.1 17.3 0.08 D EX5 EX6 0.13 0.72 0.09 2.02 53.0 13.30 5.08 10.26 528.44 521.18 520.83 0.0066 24 5.8 18.3 0.15 E EX6 7 0.00 0.72 0.00 2.02 108.0 13.45 5.06 10.21 527.93 520.67 519.95 0.0067 24 5.9 18.4 0.31 50 7 0.65 0.68 0.44 0.44 49.0 7.00 6.44 2.84 525.00 519.42 519.10 0.0065 15 4.2 5.2 0.19 A, Al 7 8 0.00 0.68 0.00 2.46 43.0 13.75 5.01 12.33 527.00 519.00 517.77 0.0286 24 12.2 38.2 0.06 8 9 0.48 0.79 0.38 2.84 214.0 13.81 5.00 14.20 524.00 517.67 1 516.60 0.0050 24 5.1 16.0 0.70 8, B1 60 9 0.69 0.74 1 0.51 0.51 42.0 7.00 6.44 3.29 524.80 51727 517.00 0.0064 15 4.2 5.2 0.17 11,12 9 11 0.35 0.85 0.30 3.65 14.0 14.52 4.89 17.85 521.80 516.37 516.28 0.0064 24 1 5.8 18.1 0.04 J 11 EX12 0.23 0.75 0.17 3.82 80.0 14.56 4.89 18.67 522.10 516.21 511.71 0.0563 24 17.0 53 6 10'. 18 W O W Z Vi O W N o a S U Ve o ^ to a WW U. CD O a a F- t_n O O W 00 OC N Z i- O O 1-- O Z p� G Z U (� \ 04 G O d M O U O � � } W � Z 1n \ W W N O a V V v> N a o > � z a _0 a; Or W p W Z tJ N O CK F. CL V a cc •f W = U) LO V- L+- O LLj < Q W O N ClIf 2 � W V I- Z O V) W � Q W Y J . LLI Z Q (W 0:� Q S Z o C- Z V Q = > W _ w }- V) Z Z Z O Z W -j I- O V C) LL LL' W W Q W Q W U w W p � � m Q w Q 0 _� Q Z � O Q �o Ck J 0 O N n n ANN cri Uj� N -1 � O Q llzcOcv C. LU O , 00 A R m c q- 8 w a r t N 2 O O W Z O O W Q W Y 00 . LLI Z .. Q Z U S m O o W V ---) �o Ck J 0 O N n n ANN cri Uj� N -1 � O Q llzcOcv C. LU O , 00 A R m c q- 8 w a r t !a W 0 W z J < z "kp lx-�11 I :> 0 0 1b 04 MCC v WALL PAVED VALL I. *i - 'I 1151 ',It PAVED W ce (y) z p t Bmp ic �) 0 1 01 LOCATION W • .;0 > z C4 16.J 0 z Z W W 2 0 2 W 0 UL • 0 3 BUILDING SETBACK Will W tip J C) z o) LLJ _T L16I z C,4 0 z 0 0 Ui IX W 011 1z 0 5� in a. 0 > W z M W 0 Z 0 in 0 W Ix 5: -, .5 W W V J LO I LLH IL LLI L F- LLJ _J 0 LJ LL. 0 W V) .4, /* V) � 00 LLJ %A V V. T 4t Jy 41 LLI 0 ' �m q' �)� fir' 1 , . I �" < V _11P L -0- C? LAI • 0 N, > V Mv_ • C. Sr • 4,4-, Ar, cmc 4 • inve tri "I S. a to- J, a - 4 LLJ >: 1N z IN BASE OF F- zesir "I;v _J EwIdEwr _ p ctirts A WTICR V D 8, 661-797 LLJ D EWER R Sfemx 0 a pas CY Q� LJ LJLJ _J LLI W M 101 x . . 14 CURRENT EXISTING IMPERVIOUS AREA ULTIMATE BUILD-OUT PROPOSED IM LL_ PERVIOUS AREA W�G Ri 14" LLJ LLI \\J \J M I_ _J EXISTING PERVIOUS AREA= e < PROPOSED PERVIOUS AREA= 6 9 Yo < UJ if, 7 -.1 ...... 34% 2 MV 124t568 S.F. ... \YA ova> 609421 S.F. ...... 0 cr- < EXISTING IMPERVIOUS AREA= < PROPOSED IMPERVIOUS AREA= 31% 55,335 S.F. 66% 4 1199482 S.F. 40 0 40 80 0 40 80 % 1 0 5 SCALE IN FEET SCALE Ih FEET T_ MP., C14 CY) Z UJ 0 < ��e CO Short Version BMP Computations For Worksheets 2.6 Short Version BMP Computations For Worksheets 2 - 6 Short Version BMP Computations For Worksheets. 2 - 6 z Albemarle Courtly Water Protection Ordinance: Modified Simple Meow Albemarle Courtly Water Protection Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Melted LAJ - * . 0 Z#% 0 0 LL1 M < z Plain MJH OCC at Proffit Road Water Resources Area: North Fork Rivenne Plan: MJH OCC at Proffit Road Water Resources Area: North Fork Rivanna Plan: MJH OCC at Proffit Road Water Resources Are North Fork Riverine . , __ _ __ ___ a , LLJ C-) 24-Aug-09 ------ - ----- Date: 24-Aug-09 Pre r RK&K Date: ---------- Da 24-Aug-09 A Project Drainage Area Designation 8 PA Project DrainageAres, Designation B pe Project Drainage Area Designation BMP C M - - --------- ------- -- OVERALL SITE STORMWATER TREATMENT L storm pollutant export in Pounds, L-lP(PbR%f12J[C(A)2.72J L storm pDRullint "port In pounds, L - IP(Pi)RV12) C(A)2.721 L Storm Pollutant export in POWs, L - [P(Pj)Rkfl2 I C(A)2.721 Rv mean runcilfcoeftierd Rv-0.05+0.009(Q RV mom runallCoeftern, Rv - 0.05 - 0.009(l) Rv mean runoff coefficient, Rv z 0.05 + O.OD9(1) all Storm correctiori'rector, 0.9 P, SM Pi small stoffn correction factor, 0.9 Pi small storm correction factor, 0.9 _J I percent imperviousness I percent imperviousness I percent impenioininess F, annual precipitation, 43- In Albemarle P annual pra4pitation, 4Y in Albemarle P annual precipitation, 43" in Albemarle A project arse in acres in subject drainage ar". A project area in acres In subject drainage area. A- 70_9J1 A project area in acres in subject drainage area. E_ 1_5 C pollutant concentration, mgtl or ppm target phosphorus C pollutant c"ration, mgfl or wn target phospl- S_ C pollutant concentration, mgtl or ppm target phosphorus Z If factor soled to RR f factor applied to FIR f factor applied to RR z Short Version BMP Computations For Worksheets 2 - 6 V required treatment volume in cy. 0,5- over imperv. area • A("3550(0. 5112YV V required treatment volume in cy. O.r over Imperv. area = A(Q436MO.5/12Y27 V required treatment volume in cy, 0.5- over impeiv. area A(IYASMO.5112Y27 Albemarle County Water Protection Ordinance: Modified Simple Method STORMWATER QUALITY CALCULATIONS: RR required removal , L(poet) - I x L(pre) RR required removal , L(Post) - f x 1.4re) RR required removal . L(post) - If x L(pre) P0, 1ARR remove! efficiency, RRIOO/L(post) %M removal efficiency . RRIO01IL(post) */.RR removalefficiency, RR100•L(post) Water Resources Area: North Fork Rivanna BIORETENTION FILTERS MANUFACTURED BMP Impervious Cover C�m uy�!j1�%!jus!.InfeallS, r� feet) Im rviousCoverCom"tion(Ka Impervious Cover Plan: -!Uts!n teat equ!rq! 61 _k - - - ---- ------ Pre are RK&K Date: 24-Aug-09 ;Area Pre-development- post-development Item t p--------- -- - --- Util Length Wd1h___7U_bt_ Roads Width subtotal I Length Length .......... SYSTEMS (FILTERRA BOX)' TO CAPTURE AND Roads 9 WK11C 8F" F� r OT 0 0! 0, TREAT VOLUME EQUAL TO 1.0 INCHES OF 01 01' 0 - ----- Oi I D O� Oi.., 01 01 -_jo 0: Q) Project Drainage Area Designation TOTAL PARCEL 0 " . I I I 0. Oi O 0 0 0 - - -; -- storm pollutant L [P(PJ)FU121 I C(A)2.721 L J ------------ -- I - - ---- ----- - 0! 0! Dt 01 07 Oi . . . . . . pol utant export in pounds, RUNOFF (FI RST FLUSH) FROM THE IMPERVIOUS D>rivewsys Width no. subtotal Driveways Length Width subtotal Length Width no, subtotal RV moe'amnmollcoefficient, Rv-0.05+0,0090) no. no. iLtiiiii_aF I Length wiitw no. subtotal 0 ---- 0 O� -------- 0 0; ------- Pi small storm correction factor, 0.9 of-, or 0! 01 0 walks bT and walks I o 0 and walks I percent Imperviousness AREA. ...... ... .. _.Alt_.777� __91 ......... 0 01 6, 0 P annual precipitation. 47 in Albemarle 2 1 . . . I I . J Parking Lots 1 4 1 2 3 41 Park Lots 1 2 3 0 0' A "act area in acres in subject drainage area, 2 3 4 31_ 41 1 3 C pollutant concentration, mg/1 of MM target p1hosphonss ....14748- --.._?.. 14748 25739 1 Oj 25739 4nial.. ....... ....... M rye IF factor applied to RR 0. Area Gnivei areas Arei unt volume in cy, 0.5" over imperv. area A(Q43W(O. 5/12)/r, REMOVAL EFFICIENCY 65% -iiii Area , Be ran A 0! 0.70- V required treatment x 0.70 0 structures Area 1110. subtotal f Area noo RR requiredremo%al. L(post).fxL(pre) 31 Area no. subtotal I Area no. lu"I___� I Area no. -ii-b-hits-17 subtotal r_ .dada removal elliciency. RRIOO/L(posi) _A� 0 111815i */A R 0: DJ 01____17 0 0, 0 Impervious Cover Computation (values In feet 9 square feet) bi , "so FRACTION OF IMPERVIOUS AREA SERVED 0 0 0 0 Aetiwly-grazecl pasture & 01 thely-grazed past Area 1-F . 1. �9 _... ...... pasture I Area Area Area Are& 0 30000 x 0.08 - I i yards 6-4 wdvoted turf Ix as ards and cultivated turf - ------ -- ---- -3&)Wx 0.00 yards a cultivist I __:7_AA_re*_ 5-o-st-d-evolopm-ent 89083 SF + 99950 SF + 259739 SF lop Area ACUW�rop land . . ...... v� Area Area Aclive crop land Area r'p r ------- - -------- i I -_ ----Area --- , -,- Active Crop land Arm Ix 9:25 x oil 11 s - - ------- 0.25- 0, 0 0.25 LL -daddy 61 b' 0.25 - 0 59565 SF + 11,815 SF 279444 SF ------ IjFW _Im_piW0_6S_AiWs__ Other Impervious Areas I I 01 t 0' O� 0 0! 0: . ..... ........ 0 6t219 SF + 6s221 - - ----- LIN - ----- I _iwi-vious co-ver ImperviousCovar ------ subtotal :Length Width no. s��bt!�iI!. Rpost) (Pre) I(post) Upra) '(post) Dn*"s idi� 'Le [I[Pre) ;1 and walks 0 101,036 SF F Dili 01 _MF 1 0.62. 27.8! F 6..i___ -1 Q .7 26.6 or Z OL 0 7 11 01 0 ------- 101,036 SF 119,482 SF 0.85 Now Development JFor Development Areas, existing ImperWous coverce 2D% Now Development For Development Areas. oxistina imperviouscover <- 2M Now Developni IF?!pavelopplent I Lip RR _f_%RR I %RR A 3 -41 <- 20" ti 2 1 ------- 0 1 %RR lAmaType (Pirei T rei ng Impervious cover dyad_ 4 �2 1 C i 1 11 (pre), I Rv(Prs) To) LOGO I C If I (P RV(P-) Wife) 100411t) RR 04� of - ��a Ra__ I rea Type Gm%el areas 39%1 a- 000 2.381 2.. Development Area L3�. 2.15 Development Area i 1 1.24 0." 41% DrInIking; Water Waterilhe-ds 0.60 i .191 1 Fo75 Area Area 0.23 0.681 2.35 0. VO7 i 39%1 Diinkinig Water Watersheds Drinking Water We_teijh_ecW ------ I ?Structures Area 0 70 - 0 1 0 0.601 1.361 1.421 0.05 L 1* MI subtotal I Area sublotal 4% Rural 0. 2.031 0.801, 39%1 Other Rural Giii p .. .. 0,2 0.35.1 1.34! 1.00 4%1 L POST 16.42 ,' 9950 z - 7-- *Mi min. Val 3 min. values IT 9950 n. values __O 0" 1 106001 6: 205W Redevelopment ffor Development Areas, exhitir*i imp@ ouqcovsr�,20% Oi Redevelopment (For Development Area% existing Impervious cover 20% Redevelopment 4For Development Area!kj��l�n 'kicin - ely-gtazed pastUire 9 'Area A 1. r Be C If Ili C If lip R"* na) P ) Lipod FIR %RR Area _R _JiI� I A 1, '. R Area Type I (P-)' I R�!Jpns) Lip!!)_,_�ip"I_� 0.38 2.15 .46% Development Area � 74 %1 Development Area fAiiiii,;ii iinoP 1 1.24 0.23 19% Drinking WOW Watersheds -D.10 1.11 1.74 Area Area I 0 1.071 Drinking Water Watersheds Watersheds 0 W 01 Rural Land 0.38 :�025= 0 9.07 LB ---L.23 2.031 0.98 48% Other Rural Land 1.05 he 0 'A D y 2.381 34 14ii� ards and cultivated turf 0. x 0.08 0 �14 LOAD REMOVED (0.65)*(0.85)*(16.42 LB) : 0 !dqii,-Fr�ji;w4ous Areas _0 ------- Interim Manuel, Pap 70 rev. 16 Feb 19N GES Interim Manual, Pap 70 rev. 16 Feb 1998 GE8 Interim Marks), Page 70 rev. 10 Feb 19M GEB L 31 %, -_. 1 %jl I(Pre), I(Post) LOAD REMOVED > REQUIRED REMOVAL 065 184,t l L. .. �_ _ BIORETENTION FILTER C Now Do Ippme xi n in MI 9.07 LB > 8.96 LB BIORETENTION FILTER A BIORETENTION FILTER B 49 mert �! f ;(F!�2 11FRE-(prrel��1#7(Apret) L(post) RR 1 % RR ,Area Type IMPERVIOUS AREA 0.40 AC. .2 'I (PV7 IMPERVIOUS AREA 0. 41 AC. IMPERVIOUS' AREA 0.59 AC. 033 829 18 42 6 14 5096 Development Area 0.33 4.14 8.21 F��Ing Water 1Wa_iiWhi;W VOLUME REQ'D VOLUME R'EQ'D= VOLUME REQ'D= _93_8 4. 6 5 1 W% Other Rural STORMWATER TREATMENT (POLLUTANT LOAD min. values Rec!B��atqprnenl (For $00 REDUCTION) MET PER DCR-VSM HANDBOOK (0.41 AC)*(43,560SF/AC)*(1 IN)*(l FT/1 21N) (0.59AC)*(-43,560SF/AC)*(1 IN)*(l FT/1 21N) (0.40AC)*(43,560SF/AC)*(1 IN)*(l FT/1 21N) a. f I (Pre)* Rv(Pro) L(post) % Itli-, 1 A-res _qpt 29Tq1.42 STD .3.1 1 1502 CIF 2145' CF 1452 CF 10 8.211 4.89 67% Inking Water Waters s I 0.33. 4.74 9.3�J, 5.361 S7% Other R rata) � � N. '! 000; VOL. PROV'D WITHIN FACILITY 1654 CF VOL. PROYD WITHIN FACILITY 2601 CF VOL. PROWD WITHIN FACILITY 1519 CF Interim Manual, Page 70 rev. 16 Feb 1998 GES WATER QUALITY VOL. ELEV. = 525.00 -WATER QUALITY VOL. ELEV. = 526.50 WATER QUALITY VOL. ELEV. = 524.00 BOTTOM OF BASIN ELEV. 524.00 BOTTOM Of BASIN ELEV. 525.50 BOTTOM OF BASIN ELEV. 523.00 17 �_L 0 WO 21) C: os (�x� Cam-) S D P WIN - 6" I �_ W I 6„ I I I I I I I I I I I I I I I A j 1 I 1 I I I I t 1 � I l ( � 1 i I j j I A J INLET SHAPING (BY OTHERS) _ 1 CURB (BY OTHERS) SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL �� PLANT AS SUPPLIED (OUTLET PIPE LOCATION VARIES) CLEANOUT BY AMERICAST COVER (NOT SHOWN CAST IN } FOR CLARITY) GALVANIZED TREE FRAME & GRATE TOP SLAB 1 ANGLE NOSING CAST IN TOP SLAB TOP SLAB -\ �' CURB AND GUTTER • (BY OTHERS) INTERLOCKING JOINT (TYP) °0 STREET CL i t o iv t1 O DOWEL BARS 1 M ® 12" O.C. FILTER MEDIA PROVIDED -` BY AMERICAST •4 UNDERDRAIN SYSTEM MULCH PROVIDED BY AMERICAST BY AMERICAST SEQJ1ON A -A DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6' -0" 4' -0' (1) 3x3 4" SDR -35 PVC 8 x 4 8' -0" 4'_0^ (1) 3x3 4" SDR -35 PVC 8 x 6 8' -0" 6' -0" (1) 4x4 4" SDR -35 PVC 10 x 6 10' -0" 6' -0" (1) 4x4 6" SDR -35 PVC 12 x 6 12' -0" 6' -0" (2) 4x4 6" SDR -35 PVC IDRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 12 -22 -04 DWG: FTNW -2 tv d ffff. D�w' -� Un NARROW WIDTH CONFIGURATION filka " MID•ATLAN7'IC REGION US PAT 6,277,27 copyrisist02004byArnmimd AND 6,569.321 filterra� Filterra Standard Plan Notes Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall the direction. of and approved by the Engineer. be at PP B. If the Filterra is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. t shall be laced on a compacted sub -grade with a mininuun 6 -inch gravel base C. The urn p mP matching e final grade of the curb line in the area of the unit. The unit to be placed g gr that the unit and t slab match the grade of the curb in the area of the unit, such top Coon Pa ct undisturbed sub-grade materials to 95% of maximum density at +1- 2% of Optimum moisture. Unsuitable material below sub - g r ode shall be replaced aced to the -site engineer's approval. and sealed to meet the approved drawings vsrith hate be aligned PP D. Outlet connections s modifications necessary to meet site conditions and local regulations, E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non- shrink grout, butyl Tubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra® unit shall conform to ASTM specification 0891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra' units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb curt or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra*' er)vironmental device. G. Each Filterra' unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through gutter flow or through the tree grate. FILTERRA REVIEW FILTERRA ACCEPTANCE CROWNED FLUME FLUME i SLOPED -CURB INLET TOWARDS FILtERRA THROAT (FILTERRA PRECAST FILTERRA PRECAST TOP SLAB (TYP) Fl TERRA FILTERRA THROAT TOP SLAB G (TYP) CURB OPENIN (Y� FIAT 'i1:< h•i 4 v ,• >� THHRORO AT OPENINN G •' -6� OPENING :•, : • ; i 4 -6" OPENIN ..... CAST -IN -PLACE FLUME 61 GIrrTER (SLOPED WARD :`• PLAN VIEW PRECAST } ` DOWEL FILTERRA THROAT) ELEV 'A' MUST FILTERRA CAST -IN -PLACE (TYP) PRECAST. DOWEL STANDARD (DEPRESSED ANSITION FROM BOX WALL FLUME & GUTTER CURB AMID ANDARD TO BE HidiHER (Np] (CROWNED AND SLOPED FILTERRA TOWARD FILTERRA THROATS) BOX WALL GUTTER THAN ELEV 's' (TYrP) UTTER (TYP) SLOPE re. T SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS __�,_ FILTERRA THROAT CURB INLET THROAT GUITTER 111100- SEE SEE BELOW FOR DETAILS NOT SHOWN UITTE GUTTER FLOW DEPRESSED GUTTER AT FLTERRA BYPASS CURB INLET THRtOAT OPENING (TYP) FLOWLINE ELEV W FLOWLINE ELEV'S' TOPB ELEVATION VIEW • .-• ' 4 -6" CLEAR THROAT '•' OPENING 4• .. a STORMWATER °• e a .a °d °. INTERLOCKING FILTERRA UNIT `� STRUCTURE 4 d 4 4 ' ° JOINT (NP)} d A. a r- CAST -IN -PLACE a' ° d DEPRESSED GUTTER ° A' ° O AND THROAT OPENING a - ~ , e' � (BY CONTRACTOR) ` Toy STORM R C14 1 O Y 't0 OTHERS) ) THROAT PROTECTION DEVICE ' •.i I. DO NOT 11IrtOVE - LEAVE #4 DOWEL BARS O 12" O.C. BY AMERICAST ; •.: IN PLACE UNTIL SITE IS To BE BENT AS NECESSARY BY CONTRACTOR =: t STABIL12E0 AND FILTERRA •., .• •,t ,. , .•• e,. PRIOR TO INSTALLATION OF FIELD POURED GUTTER t i :'' IS ACTIVATED ' ' " ' v''•. U.•• •.: EFFLUENT PERFORATED INVEar OUT STOR TER `• '� UNDERDRAIN SYSTEM (3'-6- STRUCRJRE PRECAST BOX WALL BY AMERICAST EFFLUENT IN (MUST BE LOWER) SECTION VIEW IMPORTANT STANDARD FILTERRA THROAT OPENING FILTERRA FLOWLINE MUST BE AT A HIGHER ELEVATION THAN BYPASS FLOWLINE (DROP INLET OR CROSS SECTION OTHER) DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 DATE: 07 -07 -06 owc: FLP- -2 d d FILTERRAS THROAT OPENING fi d ��Qa�U;�J U® FILTERRA® TYPICAL FLOWLINE��UM j �Q��U® e ��e AND OULET PIPE RELATIONSHIP US PAT 6.277,274 AND GUTTER OR FLUME D AIL US PAT 6,277,274 AND 6,569,321 4 AND 6,'189,321 Activation fitterra A_ Activation of the Filterra® unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra® inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary: Mairrtenance A. Each co y rrectl installed Filterra® unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service PP is to be included in the price of each Filterra(g1 unit. Extended maintenance contracts are available at extra cost st upon request. est. B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally, the spring visit aims to clean up after winter loads including fall visit helps the system b removing excessive leaf litter. The Y salts and sands. P Y win tasks. llo ' consists is of. the following C. Each maintenance e visit o g i. Filterra' unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pnming or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretenti on technology. Rachel Md)Cinney • Rummel, Klepper &Kahl, LLP 801 East Main Street, Suite 1000 G Richmond; VA 23219 Bioretention Systems October, 212009 PI 1>. Review of FllUerra0 Martha Jefferson Out Patient Care C Albemarle County. VA Dear Sirs Thank you for submitting the revised partial plans on 10 -19-09 for our review of the Martha Jefferson Out Patient Care Center project. ® FBI l Ox FB2 6x4 FB3 8x4) and FB4 (6x6) were studied for, Filterra sttucttucs ( �, ( ). • Planned Filterra® box size • Filter ra® contributing drainage area meeting P rot eeces regional ' g specification fcation • t elevations C for Filterra® and bypass relicef Spot (T } • Filterra invert elevations are 3.5' below TC • Filterra ®.invert elevations are higher than eftitJentt invert el evations • The bypaM is lower than the Filterra® elevation (ospot elevations) • The d � 8P attain encourages s cross linear and not head - on flow • Th e Filterra® outlet drain pipe is sized correctly awd exits perpendicular to the wall • For any $ conflictin structures such as storm drain I pipes below Filterra® 1 • • For most efficient placement of Fr teira(ID arm tor • 4-V opening throat detail and standard notes on pi]ana B1Zi sited s an iltetra m shuctwr+ea ]fated above The plan riview concluded that the F appropriately to treat stormwater to our published splpecifications. Operational consistency with these specifications in contingent upon the stormwater units being installed correctly and according to the plans;, as well as regular (maintenance being performed Installation Help documents will be fomvarded to the Buyer at time of order. The Filter r? installation, Operation and Maintenamce Manual made available upon request. Yours sincerely ,lit•+ Dean Baddorf Engineer Support Manager Filterra® 6ioretentioa Systems Mmiftctur by Amai clic 7: (804) 798 -tames tkfmERICAST Ild d r i rflI l: rici0te selowns. 11352 Virgidia Y:ecaat Road F: (804) 798 -84100 Is Ashland, VA 23005 E: design@ftltwm.com wevw.8ltt7tra.Lrotn Shortvemion BMP Computations For Worksheets 2.6 Albemarle County Water Protection Ordinance: Modified Simple Method fitterra A Growing Idea in Stommter l:,ltration. Table 1' Filterra® Quick Sizing Table (Mid- Atlantic Region) Available Filterra® Box Sizes (feet) Total Contributing Drainage Area (acres) Outlet Pipe 4x6 or 6x4 up to 0.17 4" SDR -35 PVC 4x8 or 8x4 0.18 to 0.22 4" SDR -35 PVC Standard 6x6 0.23 to 0.25 4" SDR -35 PVC 6x8 or 8x6 0.26 to 0.33 4" SDR -35 PVC 6x10 or 10x6 0.34 to 0.42 6" SDR -35 PVC 6x12 or 12x6 0.43 to 0.50 6" SDR -35 PVC Notes: 1. Consider the entire contributing Drainage Area to the Filterra® (not just the imperAous area) 2. All boxes are a standard 3.5 feet depth (INV to TC) 3. A standard SDR -35 PVC pipe coupling is cast into the wall for easy connection to discharge drain 4. Dimensions shown are Internal. Please add T to each for external (using W walls) 5. For more details, please see the Filterra® Technical Whitepaper atwww.fiiterra.com Plan MJH x t Pronk Rust Water Resources trces Area: F crier R_ hmns _ Pre parer._. ._ RKRK - - 110i O W N 0 Project Drainage Area Designation FILTERRA BOX 1 0! Rv mean runoff coe6cient. Rv= 0.05 + 0.009(1) L slam poiutenl export In pounds. L- IP(PI)RV1211 C(A)2.721 2 - O N 6 o; O Obi O Rv mean rlaloff coefieknl, Rv • 0.05 + 0.009(1) 415 ~ 465; PI smell storm correction factor, 0.9 Area 0 x VD. t 1 percent imPeMowness Area P annual precipitation. 43- in Albemade 0 1 0 o? A project Wes in acres In soaect drdnege area. 0 %RR removal enclency . RR100rLoost) C pduutad concemredon, mgr or ppm target phosphorus Area __ 30000, x 0.08 = -, • ..__ _.___.___._ i f factor applied to RR Area OL..._.. : V rsqukW trastmeM volume in cy. 0.51 ow kepen area = A0)435WA5/12y27 Roads Length Wdth Subtdd Length Wldm subtotal u_tota V th subtael RR squired removal , LOW) - fx L(pre) 0 0 0! 0 i 0 0 %RR remood encteney. . RR1t10 Lamt) 0! 0 0 0 n subtad 0 ! {-- !.nd wdks .. ........... prodawlo ant Area poetdawi mart_ .. .. .length - - -0rtveways tangth Width no subldd !area __.. __ ewe Roads .._l h Width suDtctd VGidlh subtotal i 0 01 0'- 0 0 0 0 0; _ _ �. ° Ot ° -- - --0 01 °: __ _ 0'. 01 1 0! ' o! o 0 Drheweys Length._ Width n0. arDtad (IRn91h Wkit h rlo subtad ; and walks F _ 0, o; r ._ ..__. o, o 0! 1 o 0 0, o ._ i - -3 4 18048• ? 3 _ _ _ 41 1 ; _01._ __16859; _ ..._.. _ --- Area _ .. __ .__.____- � .-- . _ _.4J. Grevel areas i 'Area _ -T! - r z 0.70 = o, x O.o o; ,Structure__ .__.. ._ __ ;Streaures Area no subtad ; Area - no wDtad , ...... .. 0 1s o ° 1 01 _ ; 0 _.0 0' I - -- ....... ° .. - ° _. _ _.._..._O... 0 0. 01_ �(0o69a 0 0. Arm AztMt - graiedpasture& Area ______ NowDewlopm• nt( ForDewlopmentAna4oxistinglmparviouscowr < =20Y.) ads and nrtth0ted tad x O.oa = 01 30000' z 0.08 = Area C - I f 1 (Ors) I?t!(pro)1 L(pra] ! l:"!9 RR %RR a Type Aro_PTM- opment Area 0 23 0.28 i V.00 0 57 ;Aahecropland Area _ 0 05 ! 0.031 0.43 0 39 t 93% Drinking Water Watersheds , • - - - -- x0.25= Oj 7X 0'. atra� ion I>� ous Areas : o` Rodowlopmerrt( ForDewlopmsMAroes ,oxisttrgimporvfouaeowr >2t)!',)_ - l 0 -,+ - AroaTypq__ Oe`elopnem Area �' ImpervlouaCowr Drinking Water Watersheds I(Post) �'il'"•SLL tf ' Other Rural Land 0751 28fi � Q Interim Menud, Page 70 rev. 16 Feb 1998 GE6 Short Version BMP Computations For Worksheets 2 -6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: MJH Oct at ProfPt Rana Water Resources Area: North Fort mien 24-A Prepareir:____RK &K_.. - -- - - -- - -- -•- -- - -- ---- Date:.....!..._._.. -- - -- _ __ _._ - -- Project Drainage Area Designation FILTERRA BOX 2 L storm pollutant export In pounds. L = IP(PIWI21 I C(A)2.721 Ry mean mnoreodkient. Rv-0.0540.0090) PI small storm correction rector, 0.9 1 percent Impenlousness P am et precipitation, 43- In Albemarle A prof am In acres In subject dmainaparea. [:-Kw C pollutant concentretlon, m9n or PPm target phosPlioms f actor applied to RR V required treatment volume in cy. 0.6• over ImWv, area - At1A156".6r12y27 RR required removal , L"M) - t x L(pre) %RR removal elfeiemy , RR100fQ") b Impervious Cover Coma pudon (values In fast square feet) Ilan mraAeveluoment 0: n sua_aat , _ 0 0•, f 0 0`: ! heways Length Wgtn nor Syofaa 1 !d wdks ( -8 01- 0 0 " ~ "''- 01 °~ U: ' _ ..._ 0 _.. _.., - -- _', '.:.'._ �, _..-_ -- - - -- . t _.. �_..__ ...._� - - 110i O W N 0 oil 0! Rv mean runoff coe6cient. Rv= 0.05 + 0.009(1) - rrktrg Lots 1 2 i 2 - O N 6 o; O Obi O _..._;_.._...._ 415 ~ 465; _ raw am Area -----. -_� 1 Area 0 x VD. t _ - --- -- -: - - -- Ares no inteNree Subtdd Area °I ----- - - - - -- 01 0 1 0 o? -��- - -- o• tit 0 0 %RR removal enclency . RR100rLoost) .. -__ ._. ethelyyszed pashae a Area _ .I ads and clRheted hurl 0.08 = _.._.. _ ..._._. `_ ... Area __ 30000, x 0.08 = -, • ..__ _.___.___._ i ._ ._tx ctive crop land - ,x0.25= Area OL..._.. : 4herlon ous Areas Roads Length Wdth Subtdd Length Wldm subtotal u_tota V th subtael 0! 01 0.0.1- 0i 0 +- Rvawd) - _ 0 7s V io,�` Interim Manud, Page 70 rev. 16 Feb 108 GEB Short Version BMP Computations For Worksheets 2 -6 Albemarle County Water Protection Ordinance: Modified Simple Method Platt: „MJH OCC at Profrrt Road _ Water Resources Area .,. Norih Fork Rhenna Nail h Fork wvarna .. _..... ....... Preparer_ RKSK Date:.. 24•Aug-09... _ Project Drainage Area Designation FILTERRA BOX3 110i O W N 0 L storm polowt export In pounds, L = IP(PI)RV12I I C(A)2.721 - OQ W to W 2 U a Rv mean runoff coe6cient. Rv= 0.05 + 0.009(1) O U Z Z 0 U a W _ > W Pi small storm correction factor, 0.9 O N 6 o; O Obi O 1 percent ImpeNousness V-• O P ennuel precipitation, 43' In Albemarle A project area In acres In Subject dmrnage area, 0 C ponutent eoncenIMUon, Mg/1 or ppm tergel phosphorus f factor applied to RR V required treatment vdume in cy: 0.5 over impery. area = Ai1)435W(0.5112y27 �I RR required remoW , Upost)-fx Lmre) %RR removal enclency . RR100rLoost) Ion parvlous Cover Com puatlon ( values In eat 8 cquaro feat) 'tam ..... .........._.. .. ...... ' pre•deyetopment Area •postilevelopmeM ._ _ _ _ Area Roads Length Wdth Subtdd Length Wldm subtotal u_tota V th subtael 0! 01 0.0.1- 0i 0 0 0! 0 i 0 0 0; 0! 0 0 0 n subtad 0 ! {-- !.nd wdks _ _ 0 Or 0 Oi 0: - - -0rtveways tangth Width no subldd I. ,length Width no subtotal - erslwdks 0 0' D 0 i 0 01 0'- 0 0 0 0 0; _ _ �. ° Ot ° 00 __ _ 0'. _. ° .Parking Lo t s 1 2 31 q, _. .. 2 3 4:_ 0 01 7434 _ { _ _ 0 6219: 'Gnnel areas Aron 1x070= 0; -1x070 - --- _ - - - - - rea no subtotal :structures Area no subtad A- !gads and culthated turf : ix 0.08 = 0 30000'x 0 D8 - .. Adhe crop land Area Area 0 0' o I x0.25- 0 0 0' o 0 0 0; Acthdy -grazed pasture & Area Area i 0 .. .... Impervlouatowr ..- 499('1 yads and cultneted turf _ x 0.08 = ..___ a!_- 30000?x 008 __ .._ ___ I(pra) __... 1Actne crop lend Area I Area ad x025= 0. x0.25= 0: !Other Impe ous Areas o! D' .. _ .__.._. __ ... __. ... _._.._ ._._. 0 %) ImporviousCover 1% • I(P-) '(Post) �(0o69a W W NowDewlopm• nt( ForDewlopmentAna4oxistinglmparviouscowr < =20Y.) C - I f 1 (Ors) I?t!(pro)1 L(pra] ! l:"!9 RR %RR a Type Aro_PTM- opment Area 0 23 0.28 i V.00 0 57 Z _ 0 05 ! 0.031 0.43 0 39 t 93% Drinking Water Watersheds O 91% Other Rural Lent Z Wn velues 0 Rodowlopmerrt( ForDewlopmsMAroes ,oxisttrgimporvfouaeowr >2t)!',)_ - . C I f r 1 ro ._Rv(P.ro) ._.LIPry) ' �(P??t)- _RR i. %RR__ 023' 0.28 i 0.85 0:60 �- 10%� AroaTypq__ Oe`elopnem Area U 0.061 0.03 ' 0.43 , 0.401 94 %1 ! Drinking Water Watersheds W 6.06 0.04 0.69 , 0.45 ; 93 %, Other Rural Land Interim Mnnud, Page 70 rev. 16 Feb 1998 GEB � Short Version BMP Computations For Worksheets 2-6 Albemarle County Water Protection Ordinance: Modified Simple Method r R rites Area e Wate 050 Plat[ , _ MJN OCC at Prornt, Ro .d Nail h Fork wvarna .. _..... ....... Prepa{er ._ PoC.. Date 24AU 90 9 _ Project Drainage Area Designation FILTERRA BOX .4- 110i O W N 0 L storm pofutent export In pounds. L • IP(PINU121 I C(A)2.721 - OQ W to W 2 U a Rv mean runoff coetfeW. Rv-0,05+0.0090) O U Z Z 0 U a W _ > W PI sman storm correction factor. 0.9 O N 6 o; O Obi O 1 percent imperviousness V-• O P annud preclotstion, 43' in Alhemade A project area in acres In subject dralnege eme. r. 0 C pof0lam concentration, mgn orppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5- oxer Imperv. ama - A0)435M0.5/12y77 �I RR required remoyd , L(post) -f x L(pre) %RR remo,el eMclency , RRIOUL(post) ImparvlousCowrCompuadon Iva I"s !nfeetd..equerefeet) 'tam ..... .........._.. .. ...... ' ._. _._.. prodwelopment Area - _..poddevelopmsM, �---- .. Area _ ..... .......: _ ;Roads _. Length WId!h subtad Length u_tota V th subtael OT.. 0 UI .. _ ... o 0 0: 0 0 0 - -' I 0 - 0 o ti 'Orlveways l.en9lh Wldtr- no. subtotal � Le h Wklth n subtad 0 ! {-- !.nd wdks _ _ 0 Or 0 Oi 0: O. 0. 0 .l - - _. _._ l o 01 0 Park ing Lots .. _� 2 .... 3 4�_ _.. _ 1 2 3 _ 1 . __. r _ '3221 5221 0; 6221! Greed erects Area ; F-- _.i ,__....- . ....,._xn_o ... ....._.._. ---A-r-e- a __._subotal SINC U xnor 070.... .__ _0 . Q _?0_._.._ s ax or __... .... 0 1j o' . 0 1 6 _ _. .... ._ Adhely -Wed pasture 8 aa A !gads and culthated turf : ix 0.08 = 0 30000'x 0 D8 - .. Adhe crop land Area Area - I x0.25- 0 o. x025= O FhWCm er,Fa slk e P i 0 .. .... Impervlouatowr ..- 499('1 _..._ o' 499(,; I(pra) .�. I(post) ad . 0.49 , - 9.6! Radovatopmant,.(FOr Dew lop' srtt Aro eS axlstlng im pervious cover > 20 %] __ ,_ i C t 1(Ora) ' _ pJ L(pre) i L(P°it) RR %RR t Area Type 0 49 r 0 88 088' 009 1076 Dendopment Area -- 0491 044 044 007 19% DnnkingWderWatar Wi _ 048 050 050 008 15h Olher RvalLand Interim Manual, Page 70 rev. 16 Feb 1998 GEB O U W Q. W', >W O W ar p t D/ N or; O N C n M Oi p DO O r- 0 W N Z G W F- G W U S Q U 110i O W N 0 O \ to O r. O H ix Z CL - OQ W to W 2 U a 0 W 2 U U IZ O U Z Z 0 U a W _ > W a W W N a) o T r ft O N 6 o; O Obi O O O N O d- ti 0 LIU N N N W ` LLJ LL w O la Q O N �Vo n. o �- 00 ii m N t. m C C r0 a_ B m C 0 1; rn c CJ C W L0 ,r- LLJ W V-• O 'Oct 0 �I V) ' ^ (Y W U F-- F- W Q Q ad J > V W W W Z Z O Z La 0 Z O U U W W � Q Q J U Z W W -� F_ m a Z `` Q LLJ M LNZ F- < W J O LL_ O M fV O O • . Ix W Y Z 0 W I CD O W Z.. Q Y 00 • • W H _ •• 0 U W qh M Q Z Q = O W U U -� I A ti �r i O a �. to .-.J ..�... Z y i �" IVrJ O O N O d- ti 0 LIU N N N W ` LLJ LL w O la Q O N �Vo n. o �- 00 ii m N t. m C C r0 a_ B m C 0 1; rn c CJ C W , I - '' --- � a ��_..A .' e..,. • ...,, , -. . -.. .�. •.bt ' _ ,6,•' ,v -FEN - '.� ►�-- .. 1t ` v ta9sF ` to ` (,77. p.w \ P01NT OF wow Le I 1 1 •, STUDY A- ,t34' s 1 � „yr , ELMt `` •J `. STUDY \ a .-^"/ •'"✓ .� r \`"\a�0'1� �, r r\ 0 _ 4 -e uto sEfBACK , \ ie 'GN II I \\ � r �i •1 i "s�` �h �,� ' \,� �+`,,. � R �. L^t5 e' , "i. ., �,„ ,�•�' • 1b �1\ � .t � � ,, 1 r �g�• `�` , \ CY- vp Ir ,� \•, ,, e � ti ►, � , Via`- I(� �fi' O �. ` -, ul it {5'C '�� ``Q?1'�1�. ` 1 'l� \ \t•� \, / r� ' r ^�i�� 1 f ' r � -'•'' �� 1J 1 �` • � ` i &� � -_:-- ��' -^•-i- :8 I �{ N'" � • �g�x�',.�� , S `' !� f .rr?&, '� \ i - tt � `., ,fo, � °,,t t Q}? Q 1 \ t� tit \w rf'Y- .•,� -�.,sc .: ', � `; \ \ \ .,,, °"' /,� � e � I t 6 'AR ell urs[q V '� ?r.\ cJ+`^�� p t / 0 . h h A•- ^�. .fit" ,/'T -'i' 1 %Lr• .�5. �i _ / � "� � I ' v >� y- -�, � �•;�" + � --�.�, ' >� ;1 ��. r. � ��'• � ti's' �� `�� "' / ;/ �' ,I �- � � , { I , \`+-`J- arT ,�•;- �Y ,,,.+'^`^nQ� : �' >v��r.� �'"''''••� \\ , °,- � q.... f• / �`, I `{ j ` I ,' \° .�`"'� �` � Q �a�.'� %'' '� tilt\ ` '3., \\ \ /I! � O A ■ t I \ • •. \'}�,,a1, R,,.. ,` 431,'A,,, /.r" O ... -- b E 4. : , _ C7 - RY, ? ' I4 a of 259.17' - _� `°' _. -..=M� r`utryv t .-_- _.- -- - .'$ _\f - .;±,rte 4, � � ` '. ` q .: � ro ��,�a \a �4q1 p• fi� , • � �1 / / �. / � I � +. ?ly:,4` 1 a{ 1 o J 0 40 80 fimmmow ="''' '`''r"' i �•\ \j � \,`r , � c-;t�� / `°� I/ D. � ,PG Sib %. � �� ...I- .-� CJ �(0 00 w -1 /M `- SCALE 1� FEET ) N `� . ✓v�''•'r - .._..___ _ ' vn `^• •rte `'N, J l /` / raj , -- ' �,-'• � ✓- "- .. `� I 4 o f 400 1 EXISTING DRAINAGE AREA � / DA- 3.11 AC. B DA- 2.01 A C. � C= 0.72 C= 0.44 ��►"� TC= 13 MIN To= 101 MIN I STORMWATER QUANTITY CALCULATIONS POINT OF STUDY A: (0.44)(5.37 IN /HR)(2.01 AC) = 4.75 CFS Q100= (0.44)(7.01 IN /HR)(2.01 AC) = 6.20 CFS EXISTING CONDITIONS: Q2 = (0.72)(3.68 IN /HR)(3.11 AC) = 8.24 CFS Q10 = (0.72)(4.84 IN /HR)(3.11 AC) = 10.84 CFS Q100= (0.72)(6.34 IN /HR)(3.11 AC) = 14.20 CFS RE- DEVELOPED CONDITIONS: Q2 = 0.00 CFS POINT OF STUDY B CAPACITY = Q1 0 = 0.00 CFS Q1 00= 0.00 CFS POINT OF STUDY B: EXISTING CONDITIONS: Q2 = (0.44)(4.12 IN /HR)(2.01 AC) = 3.64 CFS Q10 = (0.44)(5.37 IN /HR)(2.01 AC) = 4.75 CFS Q100= (0.44)(7.01 IN /HR)(2.01 AC) = 6.20 CFS RE- DEVELOPED CONDITIONS: (W /O UNDERGROUND STORAGE) Q2 = (0.77)(3.56 IN /HR)(5.33 AC) = 14.61 CFS Q10 = (0.77)(4.69 IN /HR)(5.33 AC) = 19.25 CFS Q100= (0.77)(6.16 IN /HR)(5.33 AC) = 25.28 CFS (WITH UNDERGROUND STORAGE) Q2 = 5.29 CFS Q10 = 6.91 CFS 01 00= 6.76 CFS POINT OF STUDY B CAPACITY = 53.5 CFS (EXISTING 24" STORM DRAIN) I ' = � W ! H \ .... _---------- ----- __ -- - - -- i� - - - - M CI _ :.. - - - -- -- --- ------ - - - - -- �'? -- - - - - - -- ,L O -_I i O Lai _... _ _.. _.. ..._ _ __ a. . - . - ti .. ! \ O -Ti W 0 n amp a. W /► ', O Ld -lop 04 z pa 0) t- 0 z ti, j � .r` '� � W �' 11Di - `' W-- -- ... • ,' � ' % � ( ! � tW/> � O W U to � s �, ti �3 O Z U C9 S U D , ° 1 ai ! ► \ W 1�, (n 1 O 3 \1 O • ` 1- O TNC SMCK W , �l { _ Z N Cn I \ \�,,yA• I,A. iJ ('1� 1 \ z Q 0 Li Q1 Ili a V 1 10 1+ O > I- z °- ° o► IWO Ch - i 'r +�. q�•i" w�"':"" iiy`y� �/ • �(� !� too C�j\V s , �)! ( Vi Z ( \ 1 s I 1 f :n JJ_ i tr ,1 W J O LLJ LL_ Buffn '`il, � 101' \� -�.J' - -,•^� � TT 1 � 1°a'. �.� 0 '47 ACM 1 vv , - ' �,,•,, �, ��v 1, ! W v w V I i S I I _ .�• Z 1 \ / � • 1 527XA0 T 0 i n W WRK 9F<7 I C= 7 S _ _5 _ - - i c_• QP l ! I = F" (E IH 134E OF 1 v - "' `• \\ ! Z Vim.. 1 I Z A ! W t .-a � 1 a �`` `� _ p8 1 QD5 �� aF`4� �� 8 � .� r / ✓ -` tt 13 �' �j ;/ - 0 0 0 LAJ �►, C ks D. i .• G - tb t ` Ito �r�� /� ✓ -� W LJ \\ / \J M k "•r r•"'r• CC \� ,/ I _ 1 W AM CL 0/ J �`(_ ✓ \ f LA, ; w o 5 40 \ 0 / 40 80 0 aI s �° - -`` tt1 SCALE IN (FEET N, 0 .. tt W Q Y ao z.. .. Z 0 W m -' ULTIMATE BUILD -OUT ° DRAINAGE AREA A \ / ✓ B DA= 5.33 AC. ow J \ I H �- • z C= 0.77 --� Z o Tc= 14 MIN �� I �ltoo MODIFIED RATIIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - --- Methiod I Q CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) • RETURN FREQUENCY: 2 yr I Allowable Outflow: 3.64 cfs • 'C! Adjustment: 1.000 1 ERequired Storage.: .327 ac -ft * - --- - - - - -- ---------------------------------------------- - - - - -- - -* * PeAk Inflow: 6.05 cfs * .HYG File: 02 yr Q I Td = 1.0333 hrs I Return Freq: 2 yr /- - - - - -- Approx. Duration for Max. Storage - - - - - -/ C adj. factor: 1.000 I Tc= 2300 hrs 1 I - 3.5824 in /hr I Area = 5.330 acres . Q = 14.83 cfs 1 Weighted C = .770 ,I I Adjusted C = .770 I � I I I Required Storage -- .327 ac -ft I Td= 1.0333 hrs 1 I ( ( I - 1.4618 in /hr I x x x x x x x1x x x x x x x x x x x 0 - 6:05cfs • I x x 1 o Q = 3.64 cfs x o Ix (Allow.Outflow) x O 1 I x o NOT TO SCALE I x ( x o 1 O I x ------------------------------------------------------I------------ 1.1249 hrs T MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q CiA * Units Conversion Where Conversion. = 43560 / (12 * 3600) • RETURN FREQUENCY: 10 yr I Allowable Outflow: 4.75 cfs • 'CI Adjustment: 1.000 1 Required Storage: .499 ac -ft *-------------------------------------------------------- - - - - -- - - - - -* * Peak Inflow: 6.91 cfs * .HYG File: 10 yr Q I Td - 1.4500 hrs I Return Freq: 10 yr /- - - - - -- Approx. Duration for Max. Storage - - - - - -/ C adj.factor:1.000 I i I ( Tc .2300 hrs I i I _ 4.7148 -in /hr I Area = 5.330 acres ( Q - 19.51 cfs I Weighted C = .770 I, I Adjusted C- .770 I I I ( I Required Storage .499 ac -£t I Td= 1.4500 hrs I = 1.6708 in /hr ( x x x xxxxlxxxxxxxxxxx Q =6.91 cfs i x x o Q = 4.75 cfs X o Ix (Allow.Outflow) ( x O ( x o NOT TO SCALE I x I x o I o 1 x - -- - - -- - -----------------------------------I------------ 1.5220 hrs T MODIFIED RATIONAL METHOD - - -- Graphical Summary for Maximum Required Storage - - -- Method I Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) • RETURN FREQUENCY: 100 yr I Allowable Outflow: 6.20 cfs • ICI Adjustment: 1.250 1 Required Storage: 1.519 ac -ft *--------------------------------------------------------------- - - - - -* * Peak. Inflow: 6.76 cfs * .HYG File: 100 yr Q I Td = 5.2167 hrs I Return Freq: 100 yr /- - - - - -- Approx. Duration for Max. Storage - - - - - -/ C adj.factor:1.250 I I I ( Tc- .2300 hrs I I = ,6.1920 in /hr I Area = 5.330 acres i Q = 32.03 cfs I Weighted C - .770 .I I Adjusted C = .963 I I 1 L Required Storage _I I . -- 1.519 ac -ft I Td= 5.2167 hrs I I I I I = 1.3070 in /hr I xxxxxxxlxxxx.xxxxxxx Q =6.76 cfs I I X x 1 o Q = 6.20 cfs X 0 Ix (Allow.Outflow) x o X o NOT TO SCALE i x . x o o 1 x _-- _----- .- - -- - -- --- - - -- --- .-- _- _.------ .-- - - - - -- -- -_- I ------------ 5.2358 hrs T 02vo 1( (, ee SDP O �y o N. Ii.0 N cv LU cc � N Q w?� .� ti O �ww QU� Wes^ n L as m a ro CD to c W 0 x+ U b C U C W LARGE 19XAV PAVEMENT STONE PROTEI TnON TO fffSASS // EiiOFTLTea MP) PAVEMEI; f SLOG! 51 1 ato ( CURB I1 !f TA------- ,t {� - It Y 6• PERFORATED SCtt40 PVC. PIPE OR APPROVED PRW IDE CIFJUY{!l!T EQUIVAW0 PLACED. AT 5W INTERVALS AND 20' O.C. 196 SLOPE (MTN) ill ENO OF hERWRATED Tp 01 OR STORM DRAIN PIPES PLAN ' STONE PROTECTION 0 INLETS 4" BLOW PAVEMENT To PREVENT CLOGGING 1 -7 TOP= 525.00 PAVEMMT C7.EA6E�ilJT' 6" to 1' $K TURF CAP TERTPGFiT $ NOTE i MOFILTER MIX PER - (�-. STATE STANDARDS + a BOTTOM ELEV. 524.00 4" DEEP PEAGRAVE[ FILTtRIAYER ::� t t a •• " ', t (MIN N} varies NV.= 519.42 LINDERDRAIN GRAVEL. 6" NON•PERFORATED (AASHTO M43,112 " -V) 6'- PERFORATED • .. SLOPE (MW) SCHMU E 40 PVC PIPE OR EQU001ENT 01% SLOPE (CAIN) TO, CROSS SECTION _ DI OR STORM D1V&N PROVIDE ACROSS ENTIRE WIDTH 0 ZO ft 0. C. NOTES;: 1.. THE•NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE.OF"PAVEMENT T07HE BOTTOM OF'THE BIORETI NTON AREA MUST BE EVAI.UATEO ON AN INI,IVIDUAL PROJECT BASIS. 2, THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED SO FEET'. BI -0- FILTER A NO SCALE xA 44 8A jj F83 �`�� V / 11 ^ i I L�_ L.1 t / ; ro D .j� UD6 A w.,_. - -2a 0 , t sEw ESMT I A .1229- -227 I Aio I \ Lj 527.85 l '� 527.25 I { t � 00, i L_ L.► q 1 t I `An I I t I D D B "/ t 6Y eat r _• C t O I <m i 1 1 tff UNDERGROUND DETENTION FACILITY #9 PLAN VIEW DETAIL 1 " =2.0' LARGEFWW PAVEMENT BYEIASS I J 5POME PgOTECTltSN Td: 810FILTER MP) I t cum i �t t 11 �t 6• PERFOFtATt'f1 SCH�O �f'C' PRdvLhirtll�N�OUT' PVC PIPE OR APPROVED EQ1111tALENT PLACED mT5Q' 1NT1EKVA1SAND OF 20' Ox. 01% SCOPE (MTT� AT END pi°ltPORATEO 10 01 OR STORM DRAIN PIPES PLAN STONE PROTECTION INLETS 4" BELOW PAVEMENT TO PREVENT CLOGGING 1 -7 TOP= 526.50 PAVEWN7 ` B•'to 1' SOD CURE WI � � NtJ� l7» 1 810FiLT.ER MIX PER V � , STATE. STANDARDS t t .1 BOTTOM ELEV. 525.50 t 4 . 1. 'I ! DEDEEP PEAGRA VEL FILTER LAYpt sin (MIN) J77 'vanes; Z_ NV.= 522.79 UNRDRAIN GRAVEL W NO*PERFORATED (AA.4M kO, 112 =1 ") IP PeRKPA7'E0 PVC PIPE Ip ^' SCHEDM 4Q PVC 1 PIPE SLOPE (LATIN). OR EQ y1YAtENf 01% SLOPE (MRQ'TO CROSS SECTION 01 Oft STORM, bPA01 PROM ACRQSB IE100 WIDTH 0 20ft rxrc. NOTES. i , THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMIENT. TO THE BOTTOM Of THE BIOR�N'IbKAREA MUST BE EVAI.UATE0 ON AN;.INDIVIWAL PROJECT BASIS.. 21 THE INSTANCE BIMEEN.CLEAN -TOUTS WILL NOT EXCEED•SO FEET:: 131 -0- FILTER B NO SPAL.E M.H., 214 L.F. OF 24"0 RCP CL III PIPE 9 TOP = 525.70 8A INV.IN = 518.40, INV.OUT = 517.33, INV. = 516.85 S =0.5% M.H., UNDERGROUND DETENTION TOP = 525.10 9 (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE C INV. = 516.75 INV.IN = 516.50, INV.OUT = 516.10 W/(2) 32'X5' JUNCTION MANIFOLDS. TOP = 521.80 M.H., D INV. = 516.40 TOP = 522.80 A 0 INV. = 516.50 a TOP OF SLAB ELEV.= 522.10 0.50' F/L GUTTER= 521.6( :LEV.= 520.77 (CREST OF WEIR = 520.65 LEV.= 519.56 _ 4 12" DIA. ORFICE INV.= 516.28 • 24" DIA. OUTLET • PIPE, INV.= 516.21 ,. 4 ..: • COMPACTED a. •;.,,o:: .�:. • GRAVEL BORROW 4' -6" COMPACTED SUBGRADE STRUCTURE #11 SECTION VIEW N.T.S. SUBGRADE TO BE COMPACTED 0 95% STD. PROCTOR DENSITY ® 2f OPTIMUM MOISTURE UNDERGROUND DETENTION FACILITY #9 SECTION VIEW N.T.S. LARGOiDW STONE PRWECndN TO gygA55 PAVEMENT 810F1LTER MP.) / PAVEMEJ S RUNOFF BIOFli31 CURB t t ' 14 It I --------------------------------------- D _--- -- ---- -- -==----- - - - - - V'PERFORAMSCH -p. PR DED PvGPIPEORAPPROVD AT S0' 1NTt31t1/Al$ A!+(fl EQUIVALENT PLACED. 20' 0;�, 01% SLOPE (MIN} AT ENO OF I'ERTTIRA�T a TO 01 OR STORM DRAIN PLAN STONE PROTECTION 0 INLETS 40. BELOW ' ti� Or PAVEMENT TO PREVENT CLOGGING TOP= 524.00 PAVEMENT � • aa-! B.. to 1. REAN•OUT' Al'ERTIGHT 'SET: NOTE I. DIOFILT.ER MI( PER STATE STANDARDS + `" '• a t. ` I ..r BOTTOM ELEV. 523.00 ( 't t P 1 T:r DEEP EAt�AVfL 4 . FILTER LA (MIN) `varies, . NV.= 518.40. UNDt RDRAIN GRAVt3. W NON-PERFflRA1 Eb (AASHM W3,112 -1 ) 1. 6P-IPERP0RhTED PVC PIPE 01%, SCti 46 PVC PIPE SLOPE (MIN). Ok 6�UNA, LENT !� 2!I6 SLOP iN)'TO• CROSS SECTION 01 04 RA DRAIN PROV)OE A�tt055 ENTIRE WIDTH 0 20R O.C. NOTES;` 1 THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM 1DGE OF PAVEMENT: TO.THE BOTTOM OF THE BI ORETEIVTON'ARE4 MUST BE EVALUATED ON AN;INbIMC9iAL PROJEirT BASIS. 2; THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED 50, Fl i:_ B1- 0- FILTER C rya SPAUE LEVEL POOL ROUTING SUMMARY HYG Dir = S: \public2 \SITE \08 - Projects \MJH PROFFIT RD \HYDRO \PondPack\ Inflow HYG file = work_pad.hyg - PIPES IN 02 yr Outflow HYG file = work_pad.hyg - PIPES OUT 02 yr Pond Node Data = PIPES Pond Volume Data = PIPES Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 516.28 ft Starting Volume = .000 ac -ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0050 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 6.05 cfs at .2300 hrs Peak Outflow = 5.29 cfs at 1.0600 hrs ----------------------------------------------------- Peak Elevation - 519.56 ft Peak Storage = .153 ac -ft MASS BALANCE (ac -ft) + Initial Vol = .000 + HYG Vol IN = .517 - Infiltration = .000 - HYG Vol OUT = .517 - Retained Vol = - - - -- -_000 Unrouted Vol = -.000 ac -ft 00 � of Inflow Volume) olum e LEVEL POOL ROUTING SUMMARY HYG Dir = 14 L.F. OF 24 "0 RCP CL III PIPE 9A INV.IN = 516.37, INV.OUT = 516.28, work pad.hyg - PIPES S= 0.64% Pond Node Data = PIPES DI -4B, L =6 Pond Volume Data = 11 MODIFIED W /INTERIOR WEIR WALL OUTLET TOP= 522.10 No Infiltration O N (PROVIDE OPENINGS FOR 6" UD'S) INITIAL CONDITIONS EX. 80 L.F. OF 24 "0 RCP CL III PIPE 11A INV.IN = 516.21, INV.OUT = 51 1.71, Starting Volume S= 5.6% Barrel LEVEL POOL ROUTING SUMMARY HYG Dir = S: \public2 \SITE \08 - Projects \MJH PROFFIT RD \HYDRO \PondPack\ Inflow HYG file = work_pad.hyg - PIPES IN 02 yr Outflow HYG file = work_pad.hyg - PIPES OUT 02 yr Pond Node Data = PIPES Pond Volume Data = PIPES Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 516.28 ft Starting Volume = .000 ac -ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0050 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 6.05 cfs at .2300 hrs Peak Outflow = 5.29 cfs at 1.0600 hrs ----------------------------------------------------- Peak Elevation - 519.56 ft Peak Storage = .153 ac -ft MASS BALANCE (ac -ft) + Initial Vol = .000 + HYG Vol IN = .517 - Infiltration = .000 - HYG Vol OUT = .517 - Retained Vol = - - - -- -_000 Unrouted Vol = -.000 ac -ft 00 � of Inflow Volume) olum e LEVEL POOL ROUTING SUMMARY HYG Dir = S: \public2 \SITE \08 - Projects \MJH PROFFIT RD \HYDRO \PondPack\ Inflow HYG file = work_pad.hyg - PIPES IN 10 yr Outflow HYG file = work pad.hyg - PIPES OUT 10 yr Pond Node Data = PIPES N Pond Volume Data = PIPES 516.85 Pond Outlet Data = OUTLET W No Infiltration O N O INITIAL CONDITIONS 516.28 ft Starting WS Elev 516.28 ft N Starting Volume = .000 ac -ft Barrel Starting Outflow - .00 cfs ft Starting Infiltr. _ .00 cfs Z O Starting Total Qout= .00 cfs Time Increment = .0050 hrs .004318 INFLOW /OUTFLOW HYDROGRAPH SUMMARY C7 Peak Inflow 6.91 cfs at .2300 hrs Peak Outflow = 6.91 cfs at 1.1200 hrs Peak.Elevation = 520.77 ft N W Peak Storage .190 ac -ft W V) MASS BALANCE (ac -ft) y • Initial Vol _ .000 5.00 • HYG Vol IN _ .829 O - Infiltration .000 - HYG Vol OUT .829 .10 - Retained Vol = .000 a W Unrouted Vol = -.000 ac -ft (.000% of Inflow Volume) LEVEL POOL ROUTING SUMMARY HYG Dir = S: \public2 \SITE \08 - Projects \MJH PROFFIT RD \HYDRO \PondPack\ Inflow HYG file = work_pad.hyg - PIPES IN 100 yr Outflow HYG file = work_pad.hyg - PIPES OUT 100 yr Pond Node Data = PIPES Pond Volume Data = PIPES Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 516.28 ft Starting Volume = .000 ac -ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0050 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 6.76 cfs at .2300 hrs Peak Outflow = 6.76 cfs at 1.2050 hrs Peak Elevation 520.76 ft Peak Storage .190 ac -ft MASS BALANCE (ac -ft) • Initia.l Vol = .000 • HYG Vol IN = 2.915 - Infilt.ration = .000 - HYG Vol OUT = 2.915 - Retained Vol = .000 Unrouted Vol = -.000 ac -ft (.000% of Inflow Volume) W 0 C O COMPUTED VOLUMES FOR A PIPE V; Z O v W N c O n N US Invert Elev.= 516.85 ft C W O O N O DS Invert Elev.= 516.28 ft r•- Uj W N p Barrel Length' = 132.00 ft o0 H Z O Z Computed Slopq = .004318 ft /ft C7 t\O N r- C V Diameter = 4.0000 ft N W ~ W V) Ul) \ y 4 of Barrels = 5.00 21j N O 0 U Slice Width = .10 ft O a W - \ to \ Z Vertical Incr. _ .10 ft O 0- v a Perpendicular Wetted Filled Perpendicular Total Elevation DS Depth DS Area Length Length US Depth US Area Volume O (ft) (ft) (sq.ft) (ft) (ft) (ft) (sq.ft) (ac -ft) Q 516.28 .00 .0000 .00 .00 .00 .0000 .000 516.38 .10 .0831 23.15 .00 .00 .0000 1000 516.48 .20 .2342 46.32 .00 .00 .0000 .001 516.58 .30 .4273 69.48 .00 .00 .0000 .001 W LL_ 516.68 .40 .6530 92.65 .00 .00 .0000 .003 516.78 .50 .9055 115.80 .00 .00 .0000 .005 W LLJ 516.88 .60 1.1807 132.00 .00 .03 .0138 .008 0 V 0 516.98 .70 1.4758 132.00 .00 .13 .1239 .011 W Of M 517.08 .80 1.7878 132.00 .00 .23 .2891 .015 Q Z Q 517.18 .90 2.1150 132.00 .00 .33 .4930 .019 517.28 1.00 2,4553 132.00 .00 .43 .7273 .023 517.38 1.10 2.8071 132.00 .00 .53 .9871 .028 517.48 1.20 3.1692 132.00 .00 .63 1.2688 .033 517.58 1.30 3.5399 132.00 .00 .73 1.5691 ..038 517.68 1.40 3.9182 132.00 .00 .83 1.8861 .044 517.78 1.50 4.3026 132.00 .00 .93 2.217.4 .049 517.88 1.60 4.6922 132.00 .00 1.03 2.5613 .055 517.98 1.70 5.0861 132.00 .00 1.13 2.9166 .060 518.08 1.80 5.4828 132.00 .00 1.23 3.2813 .066 518.18 1.90 5.8818 132.00 .00 1.33 3.6545 .072 518.28 2.00 6.2816 132.00 .00 1.43 4.0347 .078 518.38 2.10 6.6613 132.00 .00 1.53 4.4208 .084 518.48 2.20 7.0803 132.00 .00 1.63 4.8120 .090. 518.58 2.30 7,4770 132.00 .00 1.73 5.2067 .096 518.68 2.40 7.8710 132.00 .00 1.83 5.6044 .102 518.78 2.50 8.2606 132.00 .00 .1.93 6.0035 .108 518.88 2.60 8.6451 132.00 .00 2.03 6.4034 .114 518.98 2.70 9.0235 132.00 .00 2.13 6.8032 .120 ASPH T 519.08 2.80 9.3942 132.00 .00 2.23 7.2014 .126 VDOT #21 -B STONE 519.18 2.90 9.7564 132.00 .00 2.33 7.5976 .132 519.28 3.00 10.1083 132.00 .00 2.43 7.9901 .137 VDOT CLASS II BACKFILL 519.38 3.10 10.4486 132.00 .00 2.53 8.3783 .143 519.48 3.20 10.7760 132.00 .00 2.63 - 8.7612 .148 2, 519.58 3.30 11.0881 132.00 .00 2.73 9.1372 .154 519.68 3.40 11.3833 132.00 .00 2.83 9.5056 .159 519.78 3.50 11.6587 132,00 .00 2.93 9.8647 .164 #57 STONE BEDDING 519.88 3.60 11.9114 132.00 .00 3.03 10.2132 .168 519.98 3.70 12.1374 132.00 .00 3.13 10.5499 .173 520.08 3.80 12.3308 132.00 .00 3.23 10.8727 .177 520.18 3.90 12.4822 132.00 .00 3.33 11.1801 .180 520'28 4.00 12.5664 132.00 .01 3.43 11.4694 .184 6" IA. PERFORATED PIPE 520.38 4.00 12.5664 132.00 23.16 3.53 11.7382 .186 520.48 4.00 12.5664 132.00 46.33 3.63 11.9834 .188 PIPE 520.58 4.00 12.5664 132.00 69.49 3.73 12.2001 .189 520.68 4.00 12.5664 132.00 92.65 3.83 12.3820 .190 .,DIA. 520.78 4.00 12.5664 .132.00 .115.81 3.93 12.5173 .190 520.85 4.00 12.5664 132.00 131.99 4.00 12.5664 .190 Unrouted Vol = -.000 ac -ft (.000% of Inflow Volume) LEVEL POOL ROUTING SUMMARY HYG Dir = S: \public2 \SITE \08 - Projects \MJH PROFFIT RD \HYDRO \PondPack\ Inflow HYG file = work_pad.hyg - PIPES IN 100 yr Outflow HYG file = work_pad.hyg - PIPES OUT 100 yr Pond Node Data = PIPES Pond Volume Data = PIPES Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 516.28 ft Starting Volume = .000 ac -ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0050 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 6.76 cfs at .2300 hrs Peak Outflow = 6.76 cfs at 1.2050 hrs Peak Elevation 520.76 ft Peak Storage .190 ac -ft MASS BALANCE (ac -ft) • Initia.l Vol = .000 • HYG Vol IN = 2.915 - Infilt.ration = .000 - HYG Vol OUT = 2.915 - Retained Vol = .000 Unrouted Vol = -.000 ac -ft (.000% of Inflow Volume) O O Ld Q W 00 Y.. 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ELEV.:53s l \� \\ _ —_ 3 � -- - -- — `� ESS \\ , •\ 616� \ { KEY QTY ` \\ X.20' SEWER 1 'a, \ �N�(49 \ \• \ \` / I -C; ilgZ `\` /� / A \, EASEMENT _ , �� V� \ / t ------ - - - - -- D_B_ 1600,P6 08'5 - - - - -- ' ----- - - - - -- p p,0 E ��RpF P .op,\po F�oG �26l Pp�O �PN9 PAP 913 RC�N� $., �� 9 \AG 6�pNE OWN£R/D£VELOP£R: MARTHA JEFFERSON HOSPITAL 459 LOCUST A VENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)- 982 -7038 FAX: (434)- 982 -7016 CONTACT.- MICHAEL A SPATZ EMAIL: Michoel.spotzOmjh.org BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY ROGER W< RAY & ASSOCIA TES, INC. SITE PLAN PREPARED AND PROVIDED BY RUMM£L KLEPPER & KAHL, LLP. kLo- 'P \ LA \ g2'►' / / D• 514 �- / a y� i // / yl / - F of C; K N \ �, o zA• (O Ac G�. ��: P �\ ti� R IS ti\ �� N� F'zg2 ov S 9 Imo. S V W '`,yam.•- ._._...._ � v X Y MPP p.p� NERS Z NS ok \M��GOpMMER DW ENGINEER: Pte- r BP RUMM£L KLEPPER & KAHL, LLP WP 801 EAST MAIN' STREET, SUIT£ 1000 / CR RICHMOND, VA 23219 / PHONE NO.: (804)782 -1903 FAX.• (804) 782 -2142 CONTACT- MALACHI M. MILLS, PE EMAIL: mm111s*rkk. com EXISTING PLANTS WERE NOT LOCATED BY SITE SURVEY. MUNCAST£R ENGINEERING LANDSCAPE PLAN DATED 11 -15 -96 WAS TAKEN TO THE SITE AND USED AS A BA SE FOR LOCATING AND NAMING EXISTING PLANTS. ALL PLANT NAMES AND LOCATIONS WERE TRANSFERRED TO CAD TO CREA T F THIS EX /STING LANDSCAPE PLAN. BOTANICAL NAME Ulmus Parvifolia Zeikova serrata Acer Rubrum Syringa reticulata Acer saccharum ilex opace Pinus nigra -- ...... III -O -O- Prunus serrylate Ilex cornuta Spirea bumaida Juniperus chinensis Azaleas Taxus baccata repandens Ilex crenata Ilex attenunata Acer paimatum Nandina domestica Hemerocallis Spirea japonica Cotoneaster salicifolius Vinca Minor Cotoneas lagerstroemia Ilex x. Nellie Stevens Cornus florida Pyrus Calleryana Bradford Pinus strobus Cryptomeria japonica COMMON NAME Dynasty Elm Green Vase Zelkova Red Sunset Maple Japanese Tree Lilac Sugar Maple Greenleaf holly Austrian Pine - rrrrrrrrrr-rrr Rosy Cloud Cherry Dwarf Burford Holly Crispa Leaf Spirea Nick's Compact Juniper Pleasant White Dwarf Yew Helier! Holly Fosters Holly Japanese Maple Firepower Nandina Repeat Blooming Daylilly Princess Spirea Willowleaf Cotoneaster Periwinkle Nachez Crepemyrtle Nellie Stevens Holly White Dogwood Bradford Pear White Pine Japanese Cryptomeria 30 0 30 60 SCALE IN FEET 1 Inch x30 ft. 0 lu IM V } r z� ri It A 0- lu �E �o ZZr �a Er r►c �> �7P, E oa� rQ do� a� v n n DATE, 06 /01 /091 ARS SUBMITTAL REV. 06/04/091 PER ARS COMMENT5 11/06/091 TRITE LOCATIONS i ADDITIONS BETH MN RTE 2A t EXIST. PIG£. 11/12/091 I LOCATIONS ALONG PROWIT ROM i SHOW NEW PK6 LOT LIGHT. 12/06/091 SUBSTIME AA FOR EH; 6A FOR PA; RELOCATE ONE AA PER ARS 1211111 I RELOCATE 2 AA; RESIZE AA OI/24nO REVISE LI&HITIN6 PER RK4K MARIQP5. WALE, AS NOTED SHEET, of 4 3540 SEMINOLE TRAIL TAX MAP I.D.# 03200- 00- 00 -038AO TERRY, JOSEPH M & DORTHY TERRY ZONE: COMMERCIAL kit 10 gi.M ., ��" �\ �• • ' '• fit' ♦� �.��t\ lw'v� ? : 4m = = ,.-! I and 0 • • ��;: ° \ �, ,, , ; Wall ,, d:: �1 �: , �VI_ • /�' � � ` +� .ttttttt �`1`�l � .." WI I l Its NN 3510 SEMINOLE TRAIL TAX MAP LID.# 03200-00-00-03800 0 ME .-iANSEN AIRPORT PLAZA LLC ZONE: COMMERCIAL OWNER f 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 BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY ROGER W. RAY & ASSOCIATES, INC. SITE PLAN PREPARED AND PROVIDED BY RUMMEL KLEPPER & KAHL, LLP. ENGINEER: RUMMEL KLEPPE:R & KAHL, LLP 801 EAST MAIN STREET, SUITE RICHMOND, VA 23219 PHONE NO.: (804)782 -1903 FAX: (804) 782 -2142 RR 1000 CONTACT: MALACHI M. MILLS, PE EMAIL: mmills®rkk.com EXISTING PLANTS WERE NOT LOCATEI SURVEY. MUNCASTER ENGINEERING PLAN DATED 11-15-96 WAS TAKEN SITE AND USED AS A BASE FOR LO( NAMING EXISTING PLANTS. ALL PLAN AND LOCATIONS; WERE TRANSFERRED TO CAD TO CREATE THIS EXISTING LANDSCAPE PLAN. #IV'4N 1"L,"%N-1 K=MDYf%L C4*) 01 lu U } N d IT " 60- z J V V H 6 S -1 -� � �E 0 v� W Ls E E O DATE, 0610I10q AM SUBMITTAL 1 v. 06/04/014 PER AM COMME" 11 /06 /Oq TREE LOCATIONS 4 ADDITIONS iEN RTE 2q 4 EXIST. PK&. C fl- O E _ s J o � E E _ O dJ J � O IIA2/Oq TREE LOCATIONS ALONG PROMIT ROAD 4 SHOW NEW PK6 LOT LIGHT. 12ioeioa SU95TITUTE AA FOR E -h &A FOR PAs RELOCATE ONE AA FM ARS 12/10 /0q RELMIG 2 AA RESIZE AA OV2q /l0 REYISE'Lld+MW PER RK4K MARKUPS. SCALE. 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" . ��, 47 `� ;; •,► ,' y;;, im r !; �' d`�� _�j .ter �_ �• Age -` GL .;. �.�Fc> /' '-CIS % \ :� �� s / • Ov � ' � 0 oG- 0 Xlm � :pap .• ft Q� AM �' O u. IN AV! pr �Q ,�� ``� �R `` :,.fir �' ► � �. , IMP Mumma 1 VA AMEMONEW1 "WA &I LANE NUNN r:. asp. .� ��- '�►:..r /lr��l�l.� �•,,._ •ss �►• _ NL SNOW :.. Q11V V , I I C��•� r •./►, ' . . . � .� . e ` a .' . ? w \ , "* � '�- `ry�rd •�4�_ai I � I - �ITJt to Q �� , � ,.,��.�.p�_w _`� � -� - "- ��- �� ' ��_ ,na �wv_�•. ��w M w�- a..�.,•. r�- a.. .�ww .sr-= r.�.i�.�ir�Mv��lil".IA. I , .' i:�!a11.��.o'� 0i:/� ' .10 VAN a M4490 w. 4 No N V.7WAI: X711 I'll aj jn! I tf 9 1 r- Y17. n, IK - f 00 � ,pbp All INA 7fr _ ]��r \!R /�i�'. ..w /. -"" •. ��____ '- r...r r►.n r�.0 • �nr �'t./lf��.. `1 � �w JiL '- rI %- ..w..^ M/ �� L- r i Wes. �►� � ' = '� �',6+ -, ��s; ,� •`�1� +��'' . /'•�n��,r ///',/� 3:L✓..i��_� -: - -.. q ;1 `� i��_�'��e .�9... _•... 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I , .' i:�!a11.��.o'� 0i:/� ' .10 VAN a M4490 w. 4 No N V.7WAI: X711 I'll aj jn! I tf 9 1 PLANT SCHIEVULE KEY QTY. BOTANICAL NAME COMMON NAME SPACIN& CALIPER HTJ5P. ROOT M REMARKS TREES: A6 6 AGER 6RISEUM PAPERBARK MAPLE AS SHOWN - 6'14T. BS I AA AR 4 10 �4GI3t RIJBRUM 'ARMSTRONG' AGER vM3RUM "CRIMSON KING' ARMSTRONG MAPLE RED MAPLE AS SHOWN 40' o% 25' cal. 25' — — BB BB I I STRAIGHT SIN61E TRUNK BN -1 BETULA NI6RA RIVER BIRCH AS SHOWN 25' — Be 1 5 CANES MAXIMUM G1.1 I CRYPTOMERJA JAPONICA GRYPTOMERIA AS SHOWN — b' HT BB Z STRAIGHT SINGLE TRUNK 6A NH MJ 5 II 2 FRAXINUS AM. 'AUTUMN PURPLE' ILEX NELLIE R STEVENS MAGNOLIA '.LINE' AUTUMN PURPLE ASH NB1IE STEVM45 HOLLY MAGNOLIA AS SHOWN AS SHOW AS SHOWN 25' GAL. - - - b' HT. b' HT. BB BB BB I 2 2 STRAIGHT TRUNK PN 2 PINU5 NI6RA AUSTRIAN PINE AS SHOWN - 6' HT. Es I PS 4 PINU5 STROBUS WHITE PINE AS SHOWN - 6' HT. BB 2 STRAIGHT SINGLE TRUNK pp 2 PRIJMIS G. `tMNDERCLOUD' PURPL.ELEAF PLUM AS SHOWN - b' HT. BB 2 ap 4 QUERGUS PHELL05 WILLOW OAK AS SHOWN 25' -- as I 58 i SALIX BABALONIGA NEEMNG WILLOW AS .SHOWN -- b' HT W 2 TRW STRAIGHT SIN61E UNK TO ZS 21 2 THU lA =IDENTALIS 'EMERALD' ZEI.KOVA SEtiRATA EMERALD 6RIMN ARBORVITAE ZELKOVA 5HRIIBSs AS SHOWN AS SHOWN - 25' 5' HT. -- BB BB 2 I AZ 13P 68 qb AZALEA DEL. VALLEY WHITE B19SERIS TH. V. A. CRIMSON PYGMY WHITE AZALEA PYGMY BARBERRY 30' o% 50' o% -- - Ib' T. Ib' HT. GOVT. cONr. 2 2 MULCH ENTIRE 1B® MULCH ENTIRE BED BD 24 GORNJS S. F. BAILEY[ RLD TWIG DOGWIDOD A5 SHOWN - Ib-24° HT. GOVT. 2 EA 12 EJONYMJ5 ALATA COMPACTA DWARF BURNING BUSH AS SHOWN - lb' HT. GONT. 2 MULCH ENTIRE BED IG IH 44 25 ILEX GRENATA COMPAGTA ILEX GRENATA H ELLERI COMPAGTA HOLLY HEL.L.ERI HOLLY 50' o% 24' o% - - 24' HT. Ib' FIT. CONT. GOVT. Z Z 1HULCH VMRE BED MULCH ENTIRE I9® 16 IV JY 51 5 144 ILEX 6LABRA COMIPAGTA ILEX VERTIGILLATA .UNIPERUS CH. A. YOUNSSTOWd DWARF INKBERRY WINTERBERRY YOUNG5TOWN JNIPER 500 o% AS SHOWN 50' o% - - - lb' HT. Ib-24" HT. 10' HT. GONT. GENT'. GOVT. Z 2 2 MULCH ENTIRE DIED ND 1 NANDINA D. A. 6ULFSTREAM DWARF NANDINA AS SHOWN -- Ib' HT. GOVT. 2 BI g BUDDLEA DAVIDII P�11AL5 / 6TL455E5 BUTTERFLY BUSH -- -- -- 02 POT 2 G5 121 CHRYSANTHEMUM ALASKA WHITE SHASTA DAISY 12' o% - - 02 POT 3 EP Ib6 EGHINAGEA PURPUREA PURPLE C,ON'-FL.OWER Ib' o% - - 02 POT 5 EPW OL lab 212 LC.HINAC.EA P. 'WHITE SWAN" HEMEROGALIS 'AZTEC SOLD' WHITE GONEFLOWER GOLDEN DAYLILY le,* o% OR o% - -- - s2 POT POT 3 5 Wr bb KNIPHOFIA TRITOMA R® HOT POKER 24' o/c - M2 POT 3 IA44 LIRIOPE MUSGARI VARIBSATA VARIA&ATM LIRiOPE 12° o% - - 1/4' POT 2 MULGH ENTIRE am MZ 25 M15GANTHUS ZEBRINJS ZEBRA GRASS 56' o% -- - 2 GAL POT 2 iRF 130 RUDBEGKIA FUL6IDA ORANGE C0NEFLO M 24' o% - -- 02 POT 3 5M 64 SALVIA NEMOR05A LJJBEGA SALVIA MEADOW SAGE lb' o% - s2 POT 5 - .. ANNUALS -- - -- - - ANNUALS BY OWNER BIO FILTER AREA "AN pVS 2" PANICUM VIR6ATUM 'SFERANDOAH° SHENAHWAH SWITCH 6RASS 30' o/c - - MI POT -' SEE PERENNIALS NOTES 510 FILTER AREA 'B'1 RT 160 A6ROSTIS ALGA RED TOP -- -- 24' HT. MI POT - SEE PERENNIALS NOTES t°VM 200 PANIGUM VI1R6ATUM "HEAVY METAL' BLUE SWITCHI GRASS 5000/4 -- - «I POT - 515E PERENNIALS NOTES PV5 24 PANICUM VIROATUM ISHENANDOAH' SFENANDOAH SWITCH GRASS 50' o% - - NI POT - SEE PIERS MA .5 NOTES 510 FILTER AREA 'G ": PVH 210 PANICUM V. 'HAEN5E HERNtS' SWITCH GRASS 50' o% -- �- st POT - 5i� PERENNIALS NOTES ¢ FL SEL NOT t M*V O O 6�� cai"i� IPiO . 15 1/2" x 12" HIGH QUALITY BRAIDED BLACK RUBBER HOSE 12 GUAGE GALVANIZED WIRE GUYS 2' x 2"x b' -O" HARDWOOD STAKES - THREE EACH TREE ATE V019REE5 U.N.O. TO BE INSTALLED OUTSIDE or- ,P c�A1N�t�TOM 1/5 W AIED PLANTS. ALL. PLANTS TO 119E INSTALLED 50 THAT TOP OF BALL 15 AT SAME 6HRADE AS ORIGINALLY GROWN. NON BIODEGRADABLE MATERIAL SHALL BE COMPLETELY REMOVED. '3" LAYER 5F�7DLD HARDWOOD MULCH b" TALL. SOIL RING ALL AROUND - TYPICAL EXISTING GRADE BALLED AND BURLJ�PPE1� TREES N.T.S. 01T TREMA-514RUIS PPL BPS E EXISTING RAD>:- NOT TO EXCEED B. OR LAYER OF SHREDDED HARDWOOD MULCH. EARTH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER EXISTING GRADE ppapARW COMPACTED CFLL 12" AROUND SIDS, OPTIONAL 6 A9OTT01 F ILL 15 NOT U PL IW �O TR P /501 I SETTLEMENT'. INN THE HOLE THAN OR OINALLY GROWN AND 1 EVE"FOON TREES, SHRUBS, 6R0UNVG01/ER5 N.T.5. ADDITIONAL NOTM 1. ALL PLANT MATERIALS SHALL BE SWARANTMW POR ONE FULL YEAR TO BE IN A HEALTHY 6ROWIN6 CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALT. Be REPLACED AT No COST TO THE OWNER REPLAGEMEN'IT SHALL BE THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE WITHIN 90-60 DAYS SHALL BE REPLACED IMMEDIATELY AND WITH A GUARANTEE FOR THE BALANCE OiP THE YEAR. CONTRACTOR SHALL REMOVE ALL HOSE, WIRES, STAKES, ETC., AT THE END OF THE GUARANTEE PERIOD. 2. ALL PLANTING B® AREAS SHALL W COVERED WITH A 5" LAYER OF TOP GRAD! SHREDDED MULCH. TOP GRADE MULCH SHOULD BE i OF MOLD, GRASS AND OTHER IMPURITIES. ALL LAWN AREAS SHALL 13E SEEDED IN AGGORDANCE WITH ACCEPTED HHORTIGULTURAL PRAGTIC UNLESS NOTED OTHERWISE ON THE PLAN S. PRIOR TO LANDSCAPE C4"'TRL4TI0K LANDSCAPE CONTRACTOR SHAL CONTACT MISS UTILITIES FOR VERIFICATION OF ALL UNDEPOROUND UTILITY LINES AND INSTALL ALL TRIMS APPROPRIATELY. 4. CONTRACTOR SHALL BE RESP'ONSIMM FOR MAINTENANCE AND WATERING OF ALL PLANT MATERIALS UNTIL FINAL A 00PTANCC. CLIENT SHALL Be REP/PONSifte FOR MAINTAINING PLANTS AFTER FINAL ACGEPTANCE. MAINTENANCE I SHALL INCLUDE WATERING AS PLANT MATERIAL REWIRES. WEEP REMOVAL, AND ANY NEEDED MWIM&, MOWING, OR MULCHINS. S. ALL PLANT MATERIALS SHALL DE INSTALLED AC 0WIND TO AGGEfnW HORTICULTURAL. PRACTICES. ALL PLANi1N6 SHALL BE PERFORptW UiHDEiR THE SUPERVISION OF AN EXPERIENCED PLANTS PERSON. 6. No SUBSTITUTIONS SHALL Be MADE I UW.E55 APPROVED BY ALBEMARLE COUNTY PLANNING OFFICE. 'T. FIELD ADJJST APPROPRIATE PLANTT'S IN ALL COUNTY REQUIRED BUFFER AREAS AND OUT OF VEHICULAR S1814T DISTANCE AT INiWIRSEGTIONS. FIELD A17J ST ALL TREES TO BE LOCATED OUT OF UTILITY EASEMENTS. S. DO NOT SCALE FROM DRAWINGS. MAW MAP IINFOIRMATION WAS COMPILED FROM RKdK, LLP, SITE PLANS DATED 01/15 /Oq. q. ORRTHEIR A6ENTS AS REQUIRED iS= MAINTENANCE OF COUNTY OIWIW WATER, DAMAGED REMOVED BYE , DPN4 15 RESPONSIBLE FOR RVLAWA"Wr or ANY, pLANTINOS 10. LIGHT POLES A TREES � T TIC IWJMINATI LEVELS WILL NOT BE GOMPROMISEDTION BETWEEN THE 11. ALL SITE PLANTINGS OF T ANCD SHIRUDS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEI6HIT; SHRUBS THE TOD INS OF I ONLY UNLMS THE PROVE.1.�FIF -AL� PLANT• . AND TR�9 SHALL BE 12. ALL LIONT5 ARE SHOWN 6RAPHIGAALLY ON THE LANDSCAPE PLAN. EVERY ATTEMPT 15 MADE TO SHOW EACH LIGHT IN ITS CORRECT ON SITE LOGATIONL. THE LAWMAPE PLAN 15 NOT INTENDED TO BE A LIGHTING PLAN IN ANY FORM. REFER TO THE LIGHTING PLAN BY WTHERS FOR CORRECT LIGHTING LOCATIONS AND APPROPsFtIATi= Dl°_TAIL9. I5. LANDSCAPE PLAN, PLANT DETAILS AND PLANT SCHEpULE ARE TO W USED AS 6EN�ERAL. GUIDELINES FOR CONTRACTOR INSTALLATION OF PLANTS. PLANT QUANTITI0S SHOWN ON THE DRAWINGS ARE FOR THE CONTRACTOR'S CONTRACTOR IN INSTALLATION ONLY.: THE CONTRACTOR I5 RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFIGILTR TO COVER AREAS SHOWN ON THE NPL.ANS AT THE SPACINGS INDIGAT157. PLANT CIRCLES ARE FOR GRAPHIC t°URf'OSES ONLY AND ARE NOT INTEND® TO [DEPICT ULTIMATE SIZE OF PLANTS. 14. LIGHTING AND LANDSCAPE FINAL LOOCATIONS TO Be DETERMINED IN THE FIELD. LISWIN6 TO ILLUMINATE SIGNS. GENERAL. PERENNIAUCORA55E'S NOTES= Preparing The Garden The preparation of now beds usually should begin in the fall, well before planting time. Spade or rototlll the soil to a depth of six to nine inches. Turn the soli completoly and remove all Iarge stones, roots, debris, etc. Then, Incorporate two inches or more of an organic moterlal Such as peat moss, roraFvst, or well- rotted manure. In spring, re -till or spade the area prior to planting, but after fertilizing. Fertilizer should be applied to all beats when the son Is prepared in early spring. Add 2 to 5 pounds of a general purpose fertilizer such as 5-10 or similar analysts per IDO square feet of bed area. Plants o� Early spring is the best time to set new perennials from plants. However, divisions of established plants can be made at the proper time to the fall. Plant as early as possible so that newly set plants O develop good root growth before freezing weather occurs. tr N When planting, set the plants hied enough to allow for plant/ground settlement so eventually the plants are at the same depth they were growing In the arlglnal container. When b a splanting plants in f1ber or 13 peat pots, remove the portion of the pot above the soil surface topr event the rim from acting as a wick which takes moisture away from tender young roots. Because peat cat be difficult to wet once It Q dries, It may be helpful to slash the sides of the pot or poke holes t}rougMn it to ensure that roots will be able to penetrate to the surrounding soli. Press the soil fhmly around each picrt. Water the plant In. 4 Mulching ' Mulching pxenntals will help conserve soil moisture and keep weed growth to a minimum. Apply 2 -4 Inches of shredded bark, full weeds by hand. A winter mulch may help ccwy over piano that are not quite winter hardy, or In the case of fall - planting, have not yet had a choice to develop a strong root system. Apply winter mulch only after the soil temperature has dropped, usually after several freezes. If the mulch Is applied too early, the soil will remain too warm and may force new growth which is easily winter damaged. O Fr !J watering gMost perennials require a steady supply of water for good growth, espeatally during the first growing season. Many perennials tend to produce a large number of shallow roots, so supplemental watering is a a must when rainfall Is not reliable. A single, gentle soaking to provide one inch of water each week b preferred {c frequent shallow watering. Allow the water to penetrate 6 to 8 inches deep. A sprinkler or soaker hose does a better job than a hand -held hose. A soaker hose Is most efficient because It allows little water runoff and minimizes evaporation and soil compactton. If possible, water during the early part of the day to allow the plant ample time to dry before nightfall. Nighttime watering increases the chance of disease. � Propagation Most perennials can be propagated by cuttings or by division. Generally, most plants benefit from division every 5 to 5 years to rejuvenate flower production and remove unproductive sections of the planting. To divide perennials, dig up the clump and cut into several sections using a shag spade or large knife. Replant the sections as soon as possible, having prepared any new planting locations ahead of time. 0 g Gleaning Up To keep perennials looking their best, remove faded mature flowers, commonly referred to as 'deadheading ". Removing spent blooms will also rebloom9ag h some species. When the leaves of othe perennials die In the fall, cut the stalk back to 5 or 4 inches, and compost the old stems and leaves. In some species, such as ornamental gee brown. dead stems provide winter color and texture, as well as cover for wildlife. Gut back these plants in late winter or early spring before new growth begins. For more information on the subjectn, consult your local office of the GooperatIve � Extension Service. V \ \ N` \ b \ N�' • , \ \ in \ � Q \ �10 Q5 J �( 6i/ Na X N 528 4 ON CENTER SPACING OF PERENNIALS AS STATED IN PLANT SCHEDULE REMOVE PLANT FROM CONTAINE"OT. SGARFY ROOTS AT BALL EDGE TO PROMOTE ROOT GROWTH. DO NOT BREAK ROOT BALL. SET PLANT HIGHER IN THE HOLE THAN ORIGINALLY GROWN AND ALLOW FOR PLANT/SOIL SETTLEMENT. WATER IN PLANTS PRIOR TO Fn .ice J 1 ■ - a.. i r.: ... 5" ORGANIC MULCH - PLANTING BACKPILL- NOTE, MIX ORGANIC MULCH AND SACXFILL. (40% SAND, 60% MAT) T06E'THER BY TILLING TO A DE=PTH OF b "-q°. ,-SET PERENNIALS/61tA56ES VERTICAL TO SLOPE t 8' -12' _ w BIO- i°ILTR BASE (5Cf EN6INEERIN6 DETAILS). RAC I SED PEIRENN I AL /ORNAMENTAL 68,455 BEDS N.T.S. REFER TO PLANT DETAILS I THRU 5 PLANT,AND LANDSCAPE NOTES FOR IN$TALLIN6 SPECIFIC PLANTS. c SET ALL TREES, SHRUBS, PERENNIALS VE1fTIG6RAAL�53E5, TO SLOPE. �— HARDWOOD MULCH �- PLANTING BAGKFILL 510 FB � OR IILTE R ENOINEERIN6 DETAILS). BEDS OWNER /DEVELOPER: MARTHA JEFFERSON HOSPITAL 459 LOG. UST A VENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)- 982 -7038 FAX. (44) -982 -7016 CONTACT MICHAEL R. SPA rZ EMAIL: michael. spatz®mjh. org BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY ROGER W. RA Y & ASSOCIATES, INC. SIT£ PLAN PREPARED AND PROVIDED BY RIIMM.EL KLEPPER & KAHL, LLP, .4 ;Rr . 0 h i J ♦� �pJ Ld V) w N SOMEONE i Q� �x d NORTH N.T.5. m 1 J x N w !U IN Ju Z J x v H O J M U) CL ~JN ao I I�->Ln= O (n W0-0 f1--0) I d �V r Y Ln a0 -j1 0 = N - Q O Q L 1—QO =O � � 0 00- N O 11] ENGINEER: RUMMEL KLEPPER & KAHL, LLP 801 EAST MAIN STREET, SUITE woo RICHMOND, VA 23219 PHONE NO.: (804)782 -1903 FAX (804) 782 -2142 CONTACT- MALACHI M. MILLS, P£ EMAIL: mmills®r/kk. com r- - r- i i i i EXISTING PLANTS WERE NOT L OCA TED BY SITE ' SURVEY. MUNCASTER ENGINEERING LANDSCAPE PLAN DATED 11 -15 -96 WAS TAKEN TO THE SIT£ AND USED AS A BASE FOR LOCATING AND NAMING EXISTING PLANTS. ALL PLANT NAMES AND LOCATIONS WERE TRANSFERRED TD CAD TO CREATE THIS EXISTING LANDSCAPE PLAN. %J �� U rI U- N lu Z %) O iu Ju Ck 0< #A �E Ban a; mE IL VATE, 06/0I /06i o� s �a Zia �o� o IN v� o �= n AM SUBMITTAL REV. 00/04/10a PER ARB COMMENTS 11/06/001 TREE LOCATIONS t ADDITIONS BETWEEN RTE 2q t EXIST. PKG. IIA2104 TREfi: LOGATIONS ALONG PROFFIT ROAD t SHOW NEW PK6 LOT LIGHT. 12/06/04 SUBSTITUTE AA FOR Efr 6A FOR PA; PrIOGATE ONE AA PER ARB 12110/09 IGTE Z AAT RESIZE AA 01/24 /10 REVISE LIGHTING PER RKSK MARKUPS. SCALE, AS NOTED S EErt 23 /zoh t� of a -.0000 III _jj•r, 41111 W N M ONE -UNE DIAGRAM AND RISER SYMBOLS b XVA CRM BREAKER p- EIECW WMK KEY KIM= El POW Mwo MON = BREM TYPE 1 T SYMBOL 2JR 'F X>UIREIIT TRAiISFOIi I R AT MN UNO N07E , Q FLUORESCENT LIGHT FIXTURE, SEE FOL SCE. DRAW WT CRN1;E1' BREAKER INTERCOM OUTLET le AFF ..� PoTO+nAI tRINSFOWitR Y ® FIRE ALARM SPRINKLER FLOW SWITCH I - _.]' -L- NEUTRAL REMOVABLE LW X =0 WRIER SPACE OiLY FINE ALARM SPRINKLER TAMPER SMIITCH rA-7-01 MMMATIC 1KROOM I)OUnSff f Sa 1 �) SEE FDL SOH. ® DICTA PM MEIFR FRE ALARM SPRINKLER PRESSIURE SwM CIRCW BREAKER 11111 _ ® FWORESWff STRIP LIGHT 11INK OVERLOAD DEVICE 4g 1-0 MATT HOUR METER MACES DETECTOR CRAG OR WALL MOUNTED - 0 1 X SEE FDL SCH. O AMMETER FUSE �� 0 F0 SEE FDL SCK O VOLTMETER X ��-- CAPACITOR O AMMETER SUM T NORIWLY 00 CDNTACT O VOUMETER SM * NORMALLY amw CONTACT SEE FOL SCH, 0 iRANSFOME1t O �OEVICE ..N POLE MCUNIED AREA CIRCULlIR LIGHT SEE FIX SCE. ® FiRE ALARM CONTROL PANEL FEEDER TAR REFER 70 FE>E1)ER 11 GROl RING ELECTRODE ® SOOI E FOR MAW AND SiZE OF FIRE ALARM ANNUNCIATOR PANEL CQIDUCTORS AND CONDUIT. XXXA- OF ® POKER CONDMMW TIM DEiACE P.A. WEAKER, QGIUNG OR WALL MOUNTED CRCLIT BREAKER 1LiN 11101MD FAULT O PHASE LOSS/ PHASE REVISAL MAY tlOUOLE POLE TOME SMTDH,!, 2WL/420/`A77V 48' AFF pP 30/-/3 Fo7p mnvMA71C TRANSFER MM (A114 3-WAY WALL SIMTCN. 20A,1IQ/27711' 4S' AFF AUAUiOM IC TRANSFER AS READ. $4 BUNION 48' AFF MOTOR I,IIII MOTOR STARTER FVNR UNC; NUMBER INDICATES NEW SIZE AS RECD. BATIERY -ILA. RJg CBN V OWNING NG RW COMBINATION MOTOR COMIRML.EIVOISOONNECT ElJE= SE RKACE METER © Gomm WALL DIMMER SWITCH 7HtiEE :WAY 46' AFF 1 UVX Stun TV CRCIMT mom _ DISCOi NIV 1 sT 48' AFF MOTOR PANaBOARD _ NAME -- a= MAN BREAKER TVK - $ 48' AFF BRANdi BRENIV TYPE EQUIPMENT CONNECTION - 4S' AFF ELECTRICAL GENERAL NOTES A. CONTRACT DOCINFNIS. MIND (DICES DISCOMED SHALL BE ROOM 10 IK AARpitECT AND 8101NE R AST ONCE. NfIXIE 9 SMAL O 80 PROPOSAL � AiE MS 511E OBSERVAiKAIS T11H 1FE REOIIRE1ilFi5 OF THE 8. ALL OECIHCAL PRlDUM AND INS MLATIOHIS 9WL OOIPI.Y 1ATH iNE WSIIC MIL RETER TO SPBIRCAUNIS FOR MATERUILS AND WOODS FOR OFCIRICAI. OONSiRUCTION. C. CONiRACIO R SWILL OBTAIN ALL 1EOEWW PERIMM PAY ILL FEM AID COMPLY IM WSEC 2008 REMAIMG 10 SULDNG AND PUBUC SAFETY. 0. OOMIRIVOR SHWL FINMMSH ALL MMERW.E. EOWMOn LABOR FOR A CGPLEiE MM AND COOROMIM SY31E1L L U OS OBlR� NMEA ALL �NBIfAR AiD W1ENN =�IKL tE REV AND ILL LISTED OR LASHED. BRWIENT AND W1ERIMS SHAM BE NSTNIED N ACCORDANCE 1MTN YMAIFACTUNin REMI EIOA110 A AND USING OR LAB10= 113 AND IESIIID11dIS PRAII� AL OATH AS OEPICIEn N iNE EiF>mom 9P5iGLmft F. OOIItiuDyA GULL PROIIW SHOP DRAA11tOS FOR APR4K FOR ALL RVOIRICAL KATE M PROPOSED TO W PRIMED DOER VHS OONiRACT. ANY KWAIIOIS FROM IRIS Sivu BE CLEARLY oDnFED. NO WORK IS AUBIO�D MTlIOIT 9lOP ORAV� REVELED BY G ALL POW LU1NP. NOIM E1E7tGBACY POW MIRMIB SII L W INSTALLED N MN JUNDUT POW 001011M RS SHALL BE SiRANDIED COPPER i 91/1NIMN h0 AWG MUM ONLY WU) /12 OOPPQt CONDIUCiDRS %4L BE H. ALL EIVVY CONDUT SVSTENS SNALL CONTAIN A FOAL MITE fW MORE PtX MHO OF CONDUCTORS L FUR 10 AND 0100111OWN VM ARCHIN ORAL MM f0I1 EXACT LOCATION OF ALL NRNO OEM= UCNT MRMM AND FOWIENT. J. REM 70 AND DOOMNAiE NTH ALL 0I49014 CIF WCAMC FO(t 74. LOCATION OF ALL "EMS LOCATED N THE CEILING NCLINDRKtr BUT NOT UMITED TO SIMPLY -AR DIFf ISM REBIMR -AIR DFfiJM AND RILE 9WNMW HEADS V- 000IMIAIE OiN 01w TRADES ALL H7CF88ARY 1Nl110 ORM WIKNS Room FOR EACH PECE OF O WMENT POOR TO PUI M CODUCIORS RM NEW COMMIS L VERFY OGCT LACAIKOI OF ALL PM OEMECMONB AID MVI=1M1N OM iR M AID MAN AVI RF7tS SHOP DRANINGS BEAGLE OONSiRUCROL CONTRACTOR SHALL COORDINAiE ALL REQUIRED ENERGY MANAGEMENT SV31E11 POLAR AND CONDO OOMMDROIS 10171911E AND PROPER GEERA110N OF ALL SVSi81s M. ALL NOEIM110118 111110M AE RATED'WAUS OR PAROiIONI SKWL BE MME N ANXIdiDANCE MiH UJ.. 483 IN II�TANCE DfECMW PENEi IONS SLULL OL 9EEIA:D AND SEAMED MRR A UL APPROVED IN RATED SEALW. REFER TO AROEIECII NA PLANS FOR FOR M LED WAUS. 9 N. COR/tAM 91ALL COORDINATE AND SMILE ALL PODUR:,WVMS MDR OW n AEPACI NTAi & OMHER SHALL W ORE 72 HL N(WrA11OR OF ANY POTENTIAL POW OUTAGE M CIRC 1tt16 FOR U METEIB AND POW 6 SI ML DIAGR MUVALI.Y. 001MM SNAIL BE COMBINED MiEAE PCSML AOOOXDNG TO FELL PRONDE NO MORE THAN (8) CTIAAENT G11IRM CONDLIOTORS Pot CO DU T. P. NOT USED, Q. CO VACIOR SHALL WARRANTY 1EpB FOR OE (1) YEAR FiROM iM DOMME11O1 OF THE PRINECT AND PROYME OMER MIN AS MLT DRAUM R. NATCM WREWiiS FOXIURE ON OtHEENCY CRCUT. S: ALL GK 1111009 100 SWL. LE MA®11D SELF- PR01IMT OILY AIM DIML NOT ARM POW 10 MY BOM MWAM OEWE L T. OISOOMBINO MEMIS MR ALL EWINIANCAL AND SHALL BE MOUNTED IIDEPl7ME11LY OF I E PECE OF EOWIEiIT. U. SPACE AUACAHOIS FOR 1111471011114 RUFM R AID OEM= NAVE BiDI MADE ON iNE BAPS OF PRESENT AID 10-00 FUTURE REQUIREMENTS AND I E OIEN90HS OF LAOIS W MWAINT OR DE KM OF A PARIMAt MANVACRW MERlR Ii DMATED OR NOT. iNE OONTRACIOR SHALL VBMiY 1NAT ALL MAiDNA EOUPIENR AND DEMM PROPO6iD FOR UK ON VHS PMEICT ARE MM 1HE CONSTRAINTS Or THE ALLACATW SPACE AND CODE OOPLIANL V. NOTE ANY DEMIXINS FROM SSMIM Ea>p1EMT REIAL" N ADDITIONAL COSIS DUE TO I= OF COOAOMNIDOR WIN DIMENSIONS AND VFUOXiS ILL BE TIE RFSPOIMUTY OF THE MVIRACNOR AND 918 - CONTRACTOR W. CORRRACXOR 91AU. COO ONATE MAL POVER AND DATA LQC WIS AT ALL GSENCIRR WiN OMEN to G S & P Design Services For The Built Environment ■ Atlanta Birmingham Charlotte clnelnnatl Colum bus Dallas Fort Lauderdale Jaokson Jeoksonvllle Knoxvllle Louisville Memphis Nashville Iliohmond Tampa El G R E S H A M S M I T A N D P A R T N E R S 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 fax: 804355.2114 Dallas . Houston . Nashville . Miami . Richmond Austin . Denver . Phoenix . Washington D.C. MARTHA JEFFERSON HOSPOTAL OUTPATIENT CARE CENTER AT PROFFIT ROAD Ina :ONSTRUCTION DOCUMENTS Op Lie. No. 40164 11 104101 M ELECTRICAL LEGEND AND NOTES E1.00 ! M 7129 PO GTIR7124. 0 OATl1 10/0709 ELECTRICAL SYMBOLS ALL MW BEDUIN MAY NOT APPEAR N ALL ORAL SUM ARE SI MH SOIOIAiM AM MAY NOT BE W WALL SYMBOL oEacRIPnGN NO ' , SYMBOL ON MN UNO N07E , Q FLUORESCENT LIGHT FIXTURE, SEE FOL SCE. INTERCOM OUTLET le AFF FLUORESCENT UGiT FIXTURE ON EMERGENCY CIRCUIT SEE FDL SCK ® FIRE ALARM SPRINKLER FLOW SWITCH - _I T_EDIiMM' ONED W/ INBOARD LAMPS ONE NER ANOTHER WW SEE FIX SCH. ® FINE ALARM SPRINKLER TAMPER SMIITCH - FW W EMERGENCY CIRCUIT SEE FDL SOH. ® FRE ALARM SPRINKLER PRESSIURE SwM _ ® FWORESWff STRIP LIGHT SEE FCC. SCH. 4g 1-0 MACES DETECTOR CRAG OR WALL MOUNTED - 0 N llljf. OR HID WALL WASHER LIGHT INGWD0 CENT. nUOMWW, OR HD FDITURE CA OR WALL MIL SEE FDL SCH. 4& 1-0 HEAT DE:IE1C10R CEILING OR WALL MOUNTED - 0 F0 SEE FDL SCK DUCT SM01E DETECTOR - ®F0 SEE FIX. SCH. ® H-� FIRE ALARM SPEAKER CEILING OR WALL MOUNTED 80' AFF 113 Q EXTERIOR FLOODLIGHT OR W4L PACK SEE FOL SCH, 0 SMOKE DOOR HOLDER _ ..N POLE MCUNIED AREA CIRCULlIR LIGHT SEE FIX SCE. ® FiRE ALARM CONTROL PANEL _ e F® _ - WALL SNITCH SPST. 206%120 9' BFC ® FIRE ALARM ANNUNCIATOR PANEL _ $ 48' AM 01.0 P.A. WEAKER, QGIUNG OR WALL MOUNTED G' BFC $2 tlOUOLE POLE TOME SMTDH,!, 2WL/420/`A77V 48' AFF pP 30/-/3 AS REVD. $3 3-WAY WALL SIMTCN. 20A,1IQ/27711' 4S' AFF CO C130o(3 AS READ. $4 4-WAY WALL SARTRE, 20A,1*/217V 48' AFF 102 MOTOR STARTER FVNR UNC; NUMBER INDICATES NEW SIZE AS RECD. $D WALL DIMMER $VRTDN SCOW ' 48' AFF CBN V COMBINATION MOTOR COMIRML.EIVOISOONNECT SN" AS RECD. $D3 WALL DIMMER SWITCH 7HtiEE :WAY 46' AFF $M SNITCH V47H THERMAL 51DENU AND _ $00 WALL OCCUPANCY 300M 3 wAw 48' AFF MOTOR _ tOO"AMM SENSOR SMTCH -- a= PANEIBOARD - $ 48' AFF EQUIPMENT CONNECTION - 4S' AFF No i CAW _ NCY SENSOR _ 411' AFF XX.X MCI 3 4�C p P THREE SINGE POLE DEiACE CIRCUIT NUMBERS UNO)- - $00 WALL OHSIPR SWITCH 2O00W? $K KEY OPERATED WALL SNITCH'' 40' AFF X#A MULiF -POLE DENCE CRpM NUMBERS - $P WALL SNITCH MATH PLAT UGjJT 48' AFF ® N01MCA110N APPLIANCE CIRCUIT EX70M PANEL - $d DIGITAL WALL S1wiCH 48' AFF $COX EX 40- AFT ELECTRICAL AR13REMATIONS AFF ABOVE FINISHED FLOOR NF AHU AIR HANDLING UNIT NIL BFC BELL M FINISHED CUM (ON) C CONDUIT NO (N.O.) CB CIRCUIT BREAKER RCPT(S) CU CONDENSING UNIT PNL CUM CABINET UNIT HEAT RTU EC EMPTY CONDUIT SO (SO.) EX EIOSIMRO SP EMC ELECTRIC WA7ER COOLER ST (MT.) F FUSE SW G GROUND (ECU IMENT) OF on GROUND FAULT INTEAIgJPiER UO IC NTEARUPiING CAPACITY UNO(UJLO.) 10 ISOLATED GROUND VAV MTO MOUNT OR MOUNTED WG NO (N.C.) NORMALLY CLOSED WP XFMR NONFUSED MONT LIGHT ON SAME CIRCUIT AS NORMALLY OPEN RECEPTACLE(S) PANEL ROOF TOP UNIT SPACE ONLY SPARE SHUNT TRP SWITCH UNDERFLOOR UNDERGROUND UNLESS NOTED OTFERNISE VARUBLE AIR VOLUME UNIT HIRE GUARD NEATHFRPROOF TRANSFORMER 9- SINGE RECEPTACLE - 2OA42SV/2P/3W/6 NEMA 3-2OR 15' AFF DUPLEX RECEPTACLE - 20A�25V/V/3w/G NENA 8-20R IW AFF DUPLEX RCPT. SPLIT -WIRED - 2*A2SV/2P/3w/b NDAA 8-20R 1D' AFF la; m DUPLEX RCPT. on - 20A/1? Y/2P/dW/KH N O MA 3-2011 13' AFF 1S' AFF DUPLEX RECEPTACLE M=V1 B' ABOVE COUNiERTOP - �E DUPLEX RECEPTACLE ON EAtOERCIf CIRCUIT 15' AFF ® FLOOR MOUNTED DUPLEX RECEPTACLE - FLUSH MOUNTED LINO - 0 SPECIAL PURPOSE !!!EPTAK1j.E OIEMA N& AS NDICATID) 18' AFF ® F6D Amer N BOX - SIZE & m0wim As RF70LIMWD AS READ. 01.0 MASTER CLACK - TIE IN TO iIOPITAL MAMER CALK SYSTEM AS RECD. I-Q ELAPSED TIME CLOG( AS RIM ASSEiINLY - UNM AND OUTLET SPACING AS WMF AS NOTED OUILEr zMam FWANW-MIC; SIM I C. ABOVE 18' AFF w - SM 1 C. ABOVE AM P - sm 1w C. 48' AFF 4 P 48' AFF 0 FLOOR MOUNTED TnEPPHO11E;0UTLLR - FLUSH MOUNTED UNO - C i G ABOVE 1S' AFF Q FROM • B= WALL NOWWFWU - tIf' AFF Q FLOOR MOUNTED DATA OU74T - FLUSHi MOUNTED LINO - TELEVISION SYSTEM OUTLET i 80' AFF Q PUSHBUTTON 48' AFF FiRE ALARM PULL STATION 48' AFF �E]Q FiRE ALARM mom VISmx. SIGNAL 80' AFF (� FIRE ALARM AUDIBLE SIGNAL, 80' AFF 1. 48- AFF INDICATES TO TOP OF DEWS, 2. 1S' AFF INDICATES TO BOTTOM OF DEMO: 3. ALL OTHER MOUNTING HEIGHTS REFER TO CENTERLINE OF DEVICE. FiRE ALARM VISUAL SIGNAL 80' AFF ® NURSE CALL CABINET - NURSE CALL CONTROL STATioN - NURSE CALL PATIENT STATION NURSE CALL STAFF STA'n; _ - ®g NURSE CALL CODE BLUE ATIQN - ®T NURSE CALL EMERGENCY STATION - ®0 NURSE CALL DOOR RESET: - a CORRIDOR DOME LIGHT BO' AFF SECURITY CARD READER Ot17LET Box 48' AFF DOOR PADDLE OUTLET 80X. 38' AFF ® DOOR ALARM SNATCH _ ELECTRICAL GENERAL NOTES A. CONTRACT DOCINFNIS. MIND (DICES DISCOMED SHALL BE ROOM 10 IK AARpitECT AND 8101NE R AST ONCE. NfIXIE 9 SMAL O 80 PROPOSAL � AiE MS 511E OBSERVAiKAIS T11H 1FE REOIIRE1ilFi5 OF THE 8. ALL OECIHCAL PRlDUM AND INS MLATIOHIS 9WL OOIPI.Y 1ATH iNE WSIIC MIL RETER TO SPBIRCAUNIS FOR MATERUILS AND WOODS FOR OFCIRICAI. OONSiRUCTION. C. CONiRACIO R SWILL OBTAIN ALL 1EOEWW PERIMM PAY ILL FEM AID COMPLY IM WSEC 2008 REMAIMG 10 SULDNG AND PUBUC SAFETY. 0. OOMIRIVOR SHWL FINMMSH ALL MMERW.E. EOWMOn LABOR FOR A CGPLEiE MM AND COOROMIM SY31E1L L U OS OBlR� NMEA ALL �NBIfAR AiD W1ENN =�IKL tE REV AND ILL LISTED OR LASHED. BRWIENT AND W1ERIMS SHAM BE NSTNIED N ACCORDANCE 1MTN YMAIFACTUNin REMI EIOA110 A AND USING OR LAB10= 113 AND IESIIID11dIS PRAII� AL OATH AS OEPICIEn N iNE EiF>mom 9P5iGLmft F. OOIItiuDyA GULL PROIIW SHOP DRAA11tOS FOR APR4K FOR ALL RVOIRICAL KATE M PROPOSED TO W PRIMED DOER VHS OONiRACT. ANY KWAIIOIS FROM IRIS Sivu BE CLEARLY oDnFED. NO WORK IS AUBIO�D MTlIOIT 9lOP ORAV� REVELED BY G ALL POW LU1NP. NOIM E1E7tGBACY POW MIRMIB SII L W INSTALLED N MN JUNDUT POW 001011M RS SHALL BE SiRANDIED COPPER i 91/1NIMN h0 AWG MUM ONLY WU) /12 OOPPQt CONDIUCiDRS %4L BE H. ALL EIVVY CONDUT SVSTENS SNALL CONTAIN A FOAL MITE fW MORE PtX MHO OF CONDUCTORS L FUR 10 AND 0100111OWN VM ARCHIN ORAL MM f0I1 EXACT LOCATION OF ALL NRNO OEM= UCNT MRMM AND FOWIENT. J. REM 70 AND DOOMNAiE NTH ALL 0I49014 CIF WCAMC FO(t 74. LOCATION OF ALL "EMS LOCATED N THE CEILING NCLINDRKtr BUT NOT UMITED TO SIMPLY -AR DIFf ISM REBIMR -AIR DFfiJM AND RILE 9WNMW HEADS V- 000IMIAIE OiN 01w TRADES ALL H7CF88ARY 1Nl110 ORM WIKNS Room FOR EACH PECE OF O WMENT POOR TO PUI M CODUCIORS RM NEW COMMIS L VERFY OGCT LACAIKOI OF ALL PM OEMECMONB AID MVI=1M1N OM iR M AID MAN AVI RF7tS SHOP DRANINGS BEAGLE OONSiRUCROL CONTRACTOR SHALL COORDINAiE ALL REQUIRED ENERGY MANAGEMENT SV31E11 POLAR AND CONDO OOMMDROIS 10171911E AND PROPER GEERA110N OF ALL SVSi81s M. ALL NOEIM110118 111110M AE RATED'WAUS OR PAROiIONI SKWL BE MME N ANXIdiDANCE MiH UJ.. 483 IN II�TANCE DfECMW PENEi IONS SLULL OL 9EEIA:D AND SEAMED MRR A UL APPROVED IN RATED SEALW. REFER TO AROEIECII NA PLANS FOR FOR M LED WAUS. 9 N. COR/tAM 91ALL COORDINATE AND SMILE ALL PODUR:,WVMS MDR OW n AEPACI NTAi & OMHER SHALL W ORE 72 HL N(WrA11OR OF ANY POTENTIAL POW OUTAGE M CIRC 1tt16 FOR U METEIB AND POW 6 SI ML DIAGR MUVALI.Y. 001MM SNAIL BE COMBINED MiEAE PCSML AOOOXDNG TO FELL PRONDE NO MORE THAN (8) CTIAAENT G11IRM CONDLIOTORS Pot CO DU T. P. NOT USED, Q. CO VACIOR SHALL WARRANTY 1EpB FOR OE (1) YEAR FiROM iM DOMME11O1 OF THE PRINECT AND PROYME OMER MIN AS MLT DRAUM R. NATCM WREWiiS FOXIURE ON OtHEENCY CRCUT. S: ALL GK 1111009 100 SWL. LE MA®11D SELF- PR01IMT OILY AIM DIML NOT ARM POW 10 MY BOM MWAM OEWE L T. OISOOMBINO MEMIS MR ALL EWINIANCAL AND SHALL BE MOUNTED IIDEPl7ME11LY OF I E PECE OF EOWIEiIT. U. SPACE AUACAHOIS FOR 1111471011114 RUFM R AID OEM= NAVE BiDI MADE ON iNE BAPS OF PRESENT AID 10-00 FUTURE REQUIREMENTS AND I E OIEN90HS OF LAOIS W MWAINT OR DE KM OF A PARIMAt MANVACRW MERlR Ii DMATED OR NOT. iNE OONTRACIOR SHALL VBMiY 1NAT ALL MAiDNA EOUPIENR AND DEMM PROPO6iD FOR UK ON VHS PMEICT ARE MM 1HE CONSTRAINTS Or THE ALLACATW SPACE AND CODE OOPLIANL V. NOTE ANY DEMIXINS FROM SSMIM Ea>p1EMT REIAL" N ADDITIONAL COSIS DUE TO I= OF COOAOMNIDOR WIN DIMENSIONS AND VFUOXiS ILL BE TIE RFSPOIMUTY OF THE MVIRACNOR AND 918 - CONTRACTOR W. CORRRACXOR 91AU. COO ONATE MAL POVER AND DATA LQC WIS AT ALL GSENCIRR WiN OMEN to G S & P Design Services For The Built Environment ■ Atlanta Birmingham Charlotte clnelnnatl Colum bus Dallas Fort Lauderdale Jaokson Jeoksonvllle Knoxvllle Louisville Memphis Nashville Iliohmond Tampa El G R E S H A M S M I T A N D P A R T N E R S 3311 West Broad Street Richmond, VA 23230 phone: 804.355.2067 fax: 804355.2114 Dallas . Houston . Nashville . Miami . Richmond Austin . Denver . Phoenix . Washington D.C. MARTHA JEFFERSON HOSPOTAL OUTPATIENT CARE CENTER AT PROFFIT ROAD Ina :ONSTRUCTION DOCUMENTS Op Lie. No. 40164 11 104101 M ELECTRICAL LEGEND AND NOTES E1.00 ! 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I:� 12 0. 1.1 1.8 32 5.9 A 1.8 1 A 1. 5 2.8 1.8 0.7 .5 ' AI I `0.1 +O�fl 2 +02 +0.3 +OA 0.8 6 0.7 +0.9 +1.0 +0.8 +0. +0. +0 .9 1.8 +1.7 +1.5 +1.5 +1.1 +3 9 +3. +12 12 +2A +2.8 +3.3 +2A +2 2.3 +1 A +1,5 + +1.9 +2 +2.7 +1.8 + +0 j +0.3 +� + 1 0 a • 4i �' t0.1 ` �•1.� t t t + + i + t + t i t + ++ t + t t t / Q ; i \ 40.1 + + + + i + + + + + + + + + t + + + + \ E>aSTDIG POLE tIGNT TO REI/IMN . 0 ` 02 02 02 0.4 OA 0.4 0.5 0.5 0.4 0.4 0.4 0. 0.8 0.9 1.5 1.7 1.5 .3 (I .B .0 2.8 2.1 2.0 3. 20.8 18 3.0 1.8 2.0 1.8 .0 1.9 1.8 1.8 . 18 1.9 3.3 2.9 1.9 0.2 , �� # , 0.1 � 0:4. + + + + i + + + + t + + + + �' t + + t + + + + + + + , t ♦%11_ _ 0.1 0.2 0.3 0.3 0.3 0.3 0. .8 � 12 1.7 22 3.5 4.1 .8 1.8 2.0 2.8 4. 18.T 18.7 .0 2.1 22 2A 3.0 2.8 2.1 1.9 +i.1 2 3.4 3.7 1.9 ' A R ,'/ ;0.0 / �, `'b•1,, + t t + + t t + + + + + t + W t + + + + + i + + + + + + + + + + t + + + t , a +0.1 02 0.2 02 02 0.3 0.3 1.3 1.5 1.7 2. 3.4 2.4 2.7 3.0 4.0 5.8 5.9 4.9 4.3 3.9 4.8 4.5 3.8 2.8 2.0 1.9 X2.1 1.9 2.1 42 4.4 1.9 02 %�.1 f0.0 0i�, W / !I ?/ ,+J / + + + + t + + + + + + + + + + t + 15.3 t + i + t + + + + i + + + + , � "%�Aa,+ 0.1 .1 02 0.3 0.5 0.8 1.1 1.5 1.9 1.8 1.8 2.1 0 X22 2.8 2.7 3.3 3.7 8.8 +72 8.0 �`!.1 8.8 4.8 9.2 2.5 2.1 1.9 +�.0 2.0 2.4 4.5 1 1.8 .4 4/ ;0.0 .1 -- i + t t + + + + + + + + i + + i t t t + + + + + i + ' 0.1 0.5 0.8 .0 1.3 1.8 1.8 2.1 2.5 2. 2.5 3.0 3.7 4.7 `52 8.3 8.8 8.7 8.1 4. 3.8 2.9 2.4 2. 2 3.3 5.9 3 1. � 0.3 ;bl1 ,' ,�0.0 `-- ' °- - -- ups ¢ �� a "*os., / 1/ ; + + + + + + + + + �/ ' # 7VPE SYMBOL DES�PiION LAID LJ<lilE71S YOUNTDiG LLF aw 2TICAL WALL MOUNTED A E + + + BL FO + 40W-PL 2970 BUILDING 1.0 9 -02,1. i , 0.0 e Mba4 , QA 'p• RECESSED DOWNLIGHT i 1.5 t 1, + 1.8 3 + CL 0 + 8.1 1 10OW MH 6800 BUILDING 1.0 8 + 2.8 + 2. BUILDING UPUIGHT t 4.3 + 5.8 + + 1.7 .5 +0k UL '° + 35W PAR 20 360 GROUND 1.0 7 +8A ISA ---`k NALL MOUNTED FULL CUTOFF +5.8 +54-49-13.2 + WL 14 +52 10OW MH 6800 WALL 1.0 4 �-t+bA,,� STRIP SIGN LIGHT 1 SL2 FO 24W T5HO 2900 GROUND 1 10 s .8 +1.1 +1.8 +2.1 +2.5 + + t + + + + + 0� -02,1. i , 0.0 e Mba4 , QA 'p• + 0.6 0.8 1.1 i 1.5 t 1, + 1.8 3 + + 5.5 + 5.5 + 8.1 1 + t 8.0 + 8.7 + 4 + 2.9 + 2.8 + 2. + .9 t 4.3 + 5.8 + + 1.7 .5 +0k 11 C. Ili + +1. 1 + T1.9 + 8.5 +8A ISA ---`k + +5.3 +5.8 +54-49-13.2 + +3 + A +52 +4.5 + . // A 0.1 ' {0.0 �-t+bA,,� 1 0.0 +0. +0. 1A +31 8.3 +7.1 +5.7 +5. 1.6 *= +3.3 +3. 3.6 3.5 +4.0 +0.2 +4.5 +3.1 6 .3 /a x' r ( / ' X0.3 1 0 0.7 11 3 7.3 s.8 4.1 4L 2.5 2.3 2.5 .9 3. 3.5 4.1 +)i.0 42 2.8 0.5 / 102 +8.9 +4.5 +3.3 +3A +2.5 +2.9 +2.1 +2.2 +3.3 +3.1 +4A +4 +2A � / +0.4 +.2 j0.0 Q +0. +0.5 1 �1.1 + 3.9 .5 2.8 2.8 /4 Q2 + 0 + I 08C 11.10.9 µi 4 i 8.7 + 4.2 + 2.9 t + 3.0 3.3 + + .3 2.7 22 + 2.5 + 1.9 t 2.0 2.5 + 2 t 2.8 t a.8 + i 2., + /t0.9 0.3 ; II 1 1 N +0.1 l 0. 0) 2 + 5.9 + 4.3 + .7 2 + + 2.9 3.3 + + .0 2.3 2.5 + 2.5 + 1 .8 + 1.9 2.0 .1 + 2.5 + .8 4 ; + 462 OA ,' x II 1 10.8 , , 40.0 II N t0.1 +0 +0j H � A +1 + +4.7 +2.9 +2.9 +3.4 II 1 +0.1 U ) Q' (1) 'AC4' AR4 /400PNH -EDPB 0) 40000 6 2 +0. +02 7 6 +1 + +4.0 +3A +3.0 +32 r I� I r LIGHTING ;0.0 +0. +0.1 11 $.5 +1 + . +2.9 +3.2 +2 +2.9 KIM 0 'AC3' AR3 /400PMH -EDZ8 0 41KIN � t0.0 � 3 �I 0 l +0. +0.1 II ib.3 +0 '1.3 2.0 +2A +2.5 +2A KIM LIMMIG TRIPLE @ 25' 25' TOTAL 1.00 1 a 0.0 + + i1� (3) AC4 s AR4 /400PNH -ED28 (3) 4M 0 ;.3 + 1 �1 0 + 0.8 12 +11.8 + .6 1.9 +2.0 .9 +2.1 2 +2.5 +2.9 +22 +22 +1.6 +22 +1.9 - +2.5 +3.1 >2.7 +2.1 +1.9 A4 //' 3 r , 2 ,, +3.5 +2A +2.2 2.0 +2.1 +3.1 +0.7 ,12 +0.3 / ,r' f0.0 i ' GENERAL NOTES +4.8 +3 + 8 + .1 +22 +3.8 �Q.3 / +0.7 +0'.2 ; A. MTLE ARE MW }DUI NES TO MM IMT WK IM MUM + + + + + + ' / + ELKKW AND PART= LOT01E . 9 FW M3 AS W MATED ARE 4.1 3. 2. 2.1 3.4 5. 4.5 %► 0.4 , , OA DISTIN F XR= TO BE REILWAIM M NLV LOCATIONS AS SIOM6 + + + + + + + ,4 10.2 i B� FACM OVUM WM AME Eua M � A LAMP TWIT EMfIS 31000 2.7 2.0 2.2 3.0 4.0 2. 0 5 / UW4 CA MORE SBIK LLUM SWILL BE A ML COW PUUIC BOARS AND PRINRIY N RESa MAL OR RURAL AREAS +1.9 +1.7 +22 +32 +2.8 + +0.3 +5.1 i , 0.0 / Ow 011311 MM SWML NOT E1h2ID ONE -WILE FODrAMLE. li t ll :i ./ TOTAL 11 1 II II + 111 + + + + + + + + + + + 400 LEWND NOTES p ° II 1 'b 0.1 r 0 0.5 7 .1 .5 1.7 2.0 +2.0 1.5 1. 1. 18 .0 .7 �jl.9 02/ (ll 'ACT AR3 /40�I'I -ED28 (ll 400 b u lip cE� -pow / 1 SLSI KIN LIGHTING SLl/70NH-ED17 (U 4000 1,00 8 II 1 10.0 '1 +0.1 11 + '0.2 5 +.a .2 1.4 1+4 6 +1 A +l.1 +1 +1. +1 + .1 .9 +0.7 / +0.4 +0'.1 % #0.0 1 O7 NOT USED. 2 0 3 TOTAL II I� P ; SITE LIGHTFORM LIMINAIRE u p I oAS / '0.0 + + A+ + + + + + + 10.8 + + + +nI + 2 R> ORANBiIi ET 06 POR FLLL SIZE LK#11M10 FD(RRE SCIfTRlIE FOR FIAL OESCRPTION OF STE LDU FOCRI� PO M BU M FKPAES. 2 q ,� ° I ° t0. r �.1 X03 -� OA 0.8 0.9 1.1 1.1 08 0.8 GV�0.7 0.5 0.5 0.4 7� Q2 i �; ,' `�\ TSB 11IAII 3000 LIKENS � BEET �AI!!I>Y II ill a ,wM 40 ' ONE 1 .0 axc ' + . �+I12A - I�AaI "+. - "T w + -.8�-- `+ . 0�1 = «@"3 -d3.2� A02� '0.0 `\`�` METAL HALIDE TEST ONLY AVAILABLE, 4000 LUMENS = OUTPUT FOR 50V HPS - �- _ _ __ +d.3 - - 1- FN�0.2 - - +0.3 �$ +d� '7i -4 �.5 -- +611 . �f3 - - +G3 �2 - {6.2-- +6.3%j°O.f �.6 +do `• en1.E -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -� I \ \ \ 1 \ 1 SITE PLAN - LBiTM o� AN SCALE V20' s T-0' --1 Ile / 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 Servioss For The Built Environment 0 Atlanta Blrm Ingham Charlotte Cinslnnotl Columbus Dallas Fort Lauderdale Jeekson Jacksonville Knoxville Lo u lavlile Memphis Nashville Rlohm and Tampa 0 G R E S H A M SMITH AND F A R T N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARS SUBMISSION REVISION No.- Dab - Ilsvhien J 10-16 -2008 AN NEARNC REMSIONS ,2-06 -2008 I COUNTY ca6mTrs SITE PLAN - LIGHTING E1.01 /ILa� 7120 DATai1CTt3 /31 09 9 3!4 a 0 01hIla a M T£ 032 RRY os 0 . RR M o o# 2pNF E\& 38gk 0 / coMM£Rc/ OOR�Y � l 44 i l 11 11 it, / / r r / / 3gr / 0 Tq t4' y'4NSFN q0- 00 qA 0 �q� ZOiy . �f?p0 00� # Z , £ 0 .' pC 38QQ a N I a a a II 11 / II a0 / i a � a a C -------- D Q / i / 3267 PROFFIT ROAD TAX MAP I.D.# ' 032A0 -02 -00 -00100 FIRST VIRGINIA BANK —BLUE RIDGE / D.B.681 -799 PLAT °i ZONE: HIC ° ------ ------ ------ ------ ii / / / / / / / / / / / / / 3489 SEMINOLE TRAIL / TAX MAP I.D.# / 03200- 00- 00 -037CO MERCER, MARY R & GEORGE R MERCER SR TR / ZONE: HC / \O o��O¢v I j j ^!j�Z o p�:4�� O* a u II a II a II � II -------------------------------- - - - - - -_ TAX MAP I.D.# 04684 -00 -00 -00400 / JA -ZAN LIMITED PARTNERSHIP ZONE: COMMERCIAL oiSM PLAN - ZONM SCALE NONE / 2V O / C3 O• p Q- v Az CS/ II .'� ANG OS S �� ZN CR Vgo IPX MA ,, -G3 r0GEN�R / ,' 03 OUSE WORgH1P A� 1.�GH�N E• R S�pENrt � ZON / / / / r/ I I m o Q- �. 63 Q C5 4y Qv j ti oNjNC43 C h ti O Richmond, VA 23230 phone: 804.355.2067 fax: 804.355.2114 Dallas . Houston . Nashville . Miami . Richmond Austin . Denver . Phoenix . Washington D.C. 0 G S & P Design Services For The Built Environment ■ Atlanta skm Ingham Charlotte Cincinnati Columbus Dallas Fart Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond Tam ps ■ G R ES H A M SMITH AND P A R T N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARS SUBMISSION REVISION Me.- Deb - Revision Al2—w= I COUNTY mm is SITE PLAN - ZONING E1.02 111111.9s 7129 ------------ PROUGM7129.00 DATrs 3/31/09 s IN MKI 41 W N t IaM LIGHTING Type: A4 View. Plan Vie f F# Job: Martha Jefferson Outpatient Care Center !1l Catalog number: con, s IN MKI 41 W N t IaM LIGHTING Type: A4 View. Plan Vie f F# Job: Martha Jefferson Outpatient Care Center V + Catalog number: con, 1A i AR3 140OPMH277I DB i I Mrg, fkwn, Flwvical MoWie Finish Options 000" Vial M See pages 3d 2 r AlOhx11 Se Woe See page s pa Seleo pole from Kim Pole Catalog. If pole is provided by others indicate O.D. for arm fining. Socket AR The Archetype® revision 9/19108 • ar.pdf Approvals: Date: Page: 1 of 5 Housing: Onepleoede• cast, law Copper (<0.6Y Cu) aluminum allay Specifications with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with ggussets on the support-arm t 50 lo 400 watt mounting end. Housing forms a half cylinder with 55• front face plane Lamps providing a recess to allow a flush sir$ledatch detail. All hardware is Mogul Base Maxtrthum Fixture Lam weight (400HPS) = 45 lb stainless steel or electro-zinc plated steel. Lens Frame: One -piece cl ecast low copper (<0.6% Cu) aluminum allay lens frame with 1' minimum depth around the gasket flange. r B' --1 Integral hinges with stainless steel pins provide no-tool mounting and -- 221N T r 0L I 1 -� �2' 16' ,Vm cross- section L removal from housing. Single dierag aluminum cam -latch provides positive locking and scaling of the optical chamber by a onrplece extruded and vulcanized silioone gasket Clear 3A' thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak' optical segments are rigidly mounted within a die-cast aluminum enclosure that attaches to the }rousing as a oneptem module. Reflector module is field rotatable in 9tr increments, HPS and PMH sockets are porcelain 4KV pulse rated mogul base with molded silicone Wrap stabilizer All reflector modules are factory premed with quick-clisconnect plug and Include silicone seal at the penetration of the internal barrier wall in the luminare housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with qulckdisconnect plugs. Electrical module attaches to housing with no-tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -20*F starting Support Arm: One-piece extruded aluminum with internal bolt guides and fully raditnsed top and bottom. Luminaire4DOII attachment is by internal draw bolls, and includes a pole reinforcing plate with wire grain relief. Am is citcuiar cut for specified round pole. Optional Wall Mounting: Fixture mounted to poured concrete walls only. A modified support am is provided with side access to allow field splices within the am. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall-embedded junction box. All wall mount components are finished to match the fixture. Finish: Super TGIC themoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a ttanated zirconium conversion coating: 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Stealth Gray *, Platinum Silver, or White. Custom colas are available. CAUTION: Fixtures must be grounded in accordance with national, state and(or local electrical =Failure to do so may result in serious personal injury. Lisfl and RWn Rat 114 111011 'Suitable for wet locations. ..eo's+,n.cuc WM L1GIn1N0 RESERVES iNE li'gM TO 01ANt1E SffpRd.Tha13 VARIDIR NOTICE. O 2003 KIM LIGHTING INC. • P.O. SOX 60080, CITY OF 6 xDUSTRY• CA 01716-0080 • TEL 5261968 -M AR The Archetype® IoM LIGHTING res4sion 9/19!08 • arpdf Type: A4 Job: Martha Jefferson Outpatient Care Center Page: 2 of 5 Standard Features Mounting 3Y ration is available View. Plan Vie f F# V + Wall Mount con, 0H480 25OPMH 200PM 03PMH480 D35oPMFf480 04400PMH480 for n)und poles only. ED-28, Clear BT -28, Clear BT-28, Clear ED-28, Clear Socket EPA: 1.2 2.4 2.0 32 3.2 3.9 n1a ANSI Ballast M -138 CALNo.: 01A 02B 02L 03T 03Y 04C O1W Flictore Cat. No. designates fixture and light distribution. - Flat Lons r'•. % \ \ See the Kim Site/Roadway Light Distribution: Type I Type 11 Type III Type IV Type Optical Systems Catalog for (visit hwowaboutlig y&gcon0oha9 of the Library of Corgreo websne for more details). Forward Throw uare detailed Information on Full Cutoff Full Cutoff Full Cutoff FullCutotf FullCutoff reflector design and application. Cat. No.: 0AR1 OAR2 Z)AR3 OAR4 OARS Etetfiical Module Cat. Nos. for Electrical Modules available: HPS = Hi&hPressure Sodium HPS - High Pressure High Pnssvre Sodium 0260HP8120 0400HP8120 PMH =Pulse Stan Sodium PMH = Pulse Start 0150HP8208 0150HP8240 OISOHP8120 0150HP3208 0150HPS240 0250HPSM 0290HPSM 0400HPSM 0400HPS240 Metal Halide Metal Halide 0150HPsw t>160HPSM 0250HP9277 0400HP3277 •150HP8347 0150HPS347 0250HPSUI 0400HPS347 •150HPS480 01SOHPS480 0250HPS480 0400HPSM c - Lam E -23'14 Clear E -18, Clear E -18, Clear Socket Mogul Base Socket I Mogul Base ul Base Mogul Base I S-55 5.50 ANSI Ballast S-55 5 50 5 51 035OPMH120 038OPMH2O8 040OPMH120 04001111MH2O8 Pulse Start Most Halide 0211110111,11011111if2O8 025OPMKMO 032OPMH2O8 0320PMH2A0 035OPMH240 Lamp Lamp Line 400 HPS 277 023OPMH120 0320PMH120 0350PMH120 El 40OPMH120 1Vam Type Volts 025OPMH480 025OPMN208 032OPMH2O8 0350Plitil 040OPMH208 025OPMH240 032OPMH240 03dOPMH240 J40OPMH240 400 HPS 277 0230PMH277 0320PMHM 03M M277 40OPMH277 Finish _ Color: Black Dark Bronze Light Gray Stealth Gray' Platinum Silver While Custom Cola" Super TGIC powder CaL NO.:OBL lXDB OLG OSG OPS OWH OCC coat paint over a titanated 'Custom colors subject to additional charges, minimum quantities and extended lead times. zirconium Conversion c0aitrig. Consult representative. Custom color description: O 2ovs KIM UGNTINO INC. • PO. BOX 80080. CITY OF INDUSTRY CA 91716-0090 • TEL 6260686668 • FAX: $2®31194 911 5800408283 AR The Archetype LIGHTNIG revision 9n9M • arpiff 0H480 25OPMH 200PM 03PMH480 D35oPMFf480 04400PMH480 Lam ED-28, Clear BT -28, Clear BT-28, Clear ED-28, Clear Socket Mimul Base I Mogul Base Mogul Base Mogul Base ANSI Ballast M -138 M -132, M154, M -131, Ml 71 M -135 01W or M170 ,��'�j'�r�� t � �- 1 NOTE.a4 the rahergyt=xIehoeandSeclxi� A09Md2007,KiMLktftannoww_ eppl p surtmed ball® br hafick ballasts welts ie Iraninatres, dfw" i?^Oq , 2(109. Gorw Kan V far m ailabirdy d replacement warnny se ike cl ms. Optical Systems Catalog for (visit hwowaboutlig y&gcon0oha9 of the Library of Corgreo websne for more details). Square Finish _ Color: Black Dark Bronze Light Gray Stealth Gray' Platinum Silver While Custom Cola" Super TGIC powder CaL NO.:OBL lXDB OLG OSG OPS OWH OCC coat paint over a titanated 'Custom colors subject to additional charges, minimum quantities and extended lead times. zirconium Conversion c0aitrig. Consult representative. Custom color description: O 2ovs KIM UGNTINO INC. • PO. BOX 80080. CITY OF INDUSTRY CA 91716-0090 • TEL 6260686668 • FAX: $2®31194 911 5800408283 Specifications 150 to 400 watt Mogul Base Lamps Maximum Fixture weight (400HPS) - 45 lb r S' s a• I 22W O6 r ..L I 4 I Z 16' Arm cross -section O 2002 KIM LIGHTING INC. • P.O. HousUMF One -piece diecest, low Copper (<0.6% Cu) aluminum alloy with Ilntegral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compaartments. Double-thick wall with gussets with SSehe support-arm ce arse mounhtirhg end. Haring forms a half cylinder PI providing a recess to allow a flush single•latch detail. All hardware is stainkes steal or elerAn -zinc Plated sled. Lens Fame: One-piece die-cast, low copper f<o.6% Cu) aluminum alloy lens frame with V minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and ramonval from housing. Single dle-cut aluminum cam -latch provides posiowe locking and seating of the optical chamber by a one -piece extnFded and vulcanized silicone gasket Clear s/is thick tempered glass ten rrdained by eight steel dips with full silicone gaskeiing around the perimeter Refleactor Module: Specular Alzek' optical segments are rigidly mournted within a die-cast aluminum enclosure that attaches to the housiing as a one•plem module. Reflector module is field rotatable in 90* )increments. HPS and PMH sockets are stabilizer. 4KV pulse need mogul base �moltied sNurone lseamebiplug andrindude simodules ate ffactory p q ' seal at the penetration of the internal barrier wall in the luminaire housting Electrical Module: All electrical components are UL and CSA reoll�ihincl, mounted on a single plate and factory prewired with qulcCisconnect plugs. Electrical module attaches to housing with no.tool (tinges and latches, accessible by opening the lens frame only. All ballasts are high power hctor rated •20•F. starting. Support Arrm One-piece extruded aluminum with internal bolt guides end fully tedhsssed top and bottom. Luminame to-pole attachment Is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief, kin is circular out for specified round pole. Optional Wan Mounting: Fixture mounted to poured concrete walls only. A modified support am is provided with side access to allow field spf'hca within the arm. A wall embesdment bracket is provided to accept draw bolts, and a trim plate cross the wahembedded junction bole. All wall mount components are finished to match the fixture. Finish: Super TGIC thermoset polyester powder coat paint 2S mil nominal thickness, applied over a titanated zirconium conversion coating: 2500 haw salt spray ten endurance radnng. Standard colas are Black, Dark Bronze, Light Cray, Stealth Gray , Platinum Silver, or White. Custom colors am available. CALmoN: Fwt" must be grounded In accordance with national, sate and/or local electrical codes. Failure to do so may result in serious personal injury. Lisdings and Ratings IM CIA 15W Qg 4 'Sushable for wet locations. Kai l L OMINB MiavEe T1! ROW TO 04"f VECIRCATIONS wnHOuT NOTIM }-00150 • • TEL: 6261aaa,,SM - FAX: 6251309.2093 6600000263 AR The Archetype® KIM LIGHTING revision 9119/08 • arpdf Type: A3 Job. Martha Jefferson Outpatient Care Center Page: 2 of 5 Standard Featunes Mounting Is available AR The Archetype LIGHTNIG revision 9n9M • arpiff Type: A3 Approvals: Job: Marta Jefferson outpatient Care Center for round poles only. Catalog number: 3T 1 AR4 140OPMH2771 DB I I MIS. Nature 14w"l M.N. Finch Option Opional 1 � PMe' i. vertical EPA: 1.2 2.4 ( sot PMe 2 fllpaner "wet Sae page S Date: select pole from Kim Pole Catalog. N pale Is provided by others Indicate O.D. for, arm fitting. Page: 1 of 5 Specifications 150 to 400 watt Mogul Base Lamps Maximum Fixture weight (400HPS) - 45 lb r S' s a• I 22W O6 r ..L I 4 I Z 16' Arm cross -section O 2002 KIM LIGHTING INC. • P.O. HousUMF One -piece diecest, low Copper (<0.6% Cu) aluminum alloy with Ilntegral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compaartments. Double-thick wall with gussets with SSehe support-arm ce arse mounhtirhg end. Haring forms a half cylinder PI providing a recess to allow a flush single•latch detail. All hardware is stainkes steal or elerAn -zinc Plated sled. Lens Fame: One-piece die-cast, low copper f<o.6% Cu) aluminum alloy lens frame with V minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and ramonval from housing. Single dle-cut aluminum cam -latch provides posiowe locking and seating of the optical chamber by a one -piece extnFded and vulcanized silicone gasket Clear s/is thick tempered glass ten rrdained by eight steel dips with full silicone gaskeiing around the perimeter Refleactor Module: Specular Alzek' optical segments are rigidly mournted within a die-cast aluminum enclosure that attaches to the housiing as a one•plem module. Reflector module is field rotatable in 90* )increments. HPS and PMH sockets are stabilizer. 4KV pulse need mogul base �moltied sNurone lseamebiplug andrindude simodules ate ffactory p q ' seal at the penetration of the internal barrier wall in the luminaire housting Electrical Module: All electrical components are UL and CSA reoll�ihincl, mounted on a single plate and factory prewired with qulcCisconnect plugs. Electrical module attaches to housing with no.tool (tinges and latches, accessible by opening the lens frame only. All ballasts are high power hctor rated •20•F. starting. Support Arrm One-piece extruded aluminum with internal bolt guides end fully tedhsssed top and bottom. Luminame to-pole attachment Is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief, kin is circular out for specified round pole. Optional Wan Mounting: Fixture mounted to poured concrete walls only. A modified support am is provided with side access to allow field spf'hca within the arm. A wall embesdment bracket is provided to accept draw bolts, and a trim plate cross the wahembedded junction bole. All wall mount components are finished to match the fixture. Finish: Super TGIC thermoset polyester powder coat paint 2S mil nominal thickness, applied over a titanated zirconium conversion coating: 2500 haw salt spray ten endurance radnng. Standard colas are Black, Dark Bronze, Light Cray, Stealth Gray , Platinum Silver, or White. Custom colors am available. CALmoN: Fwt" must be grounded In accordance with national, sate and/or local electrical codes. Failure to do so may result in serious personal injury. Lisdings and Ratings IM CIA 15W Qg 4 'Sushable for wet locations. Kai l L OMINB MiavEe T1! ROW TO 04"f VECIRCATIONS wnHOuT NOTIM }-00150 • • TEL: 6261aaa,,SM - FAX: 6251309.2093 6600000263 AR The Archetype® KIM LIGHTING revision 9119/08 • arpdf Type: A3 Job. Martha Jefferson Outpatient Care Center Page: 2 of 5 Standard Featunes Mounting Is available Plan View: Wall Mount V + 3Y configuration jjjjjjh. jjjjjj i for round poles only. EPA: 1.2 2.4 2.0 3.2 3.2 3.9 Ma Cat No,: 01A 026 02L 03T 03Y 04C 01W Fixture Cat No. designates fixture light distribution. ,��'�j'�r�� t � �- 1 e + \ 1 and See the Kim Site/Roadway Fiat U. Light Distribution: Type 1 Type II Type 111 Type N Type V Optical Systems Catalog for Forward Throw Square detailed information on Full Cutoff Full Cutoff Full Cutoff Full Cutoff Full Cutoff reflector design and application. Cat No.; OAR1 ❑AR2 OARS [9AR4 OARS Electrical Module Cat. Nos. for Electrical Modules a available: HPS = Hi&hPressure Sodium High Paaure5odlum I C3150HP3120 025WIS120 0400HP3120 PMH =Pulse Stan 0150HP8208 0150HP8240 025OMPS208 0259HP8240 040OMPSM O400HP8240 Metal Halide 0150HPsw 0250HP82T7 0400HPS277 •150HP8347 I 0200HP8347 0400HPS347 •150HPS480 02WHP8480 0400HPUM Lamp E-23Y4 pear E-18 Clear E -18 Clear Socket Mogul Base I Base Niogul Base ANSI Ballast I S-55 5.50 5.51 Lamp Lamp Line Pulse son Metal' I 025OPMH120 03WMH121 035OPMH120 038OPMH2O8 040OPMH120 04001111MH2O8 Warr Tj"a V& 0211110111,11011111if2O8 025OPMKMO 032OPMH2O8 0320PMH2A0 035OPMH240 40OPW4240 �400PMH277 400 HPS 277 0250PM2 025OPMH347 02PM7 0320PMH347 I 035PMH277 035OPMH347 0400PMH347 025OPMH480 0320PMH480 035OPMH480 040OPMH480 I Ior MI /U I ' NOTE Due tithe EneWltdepodanaaandflowNIA40 %41`2007,1OnnUtill' on no, kxrgerwp y soltmeM haBde Will with a s rw** r saeclivan W-q 1.2009. Contact Kim u0sling lor awllabrlay of fxdluo for war" service dabs wdxite for mqa deblls)• Milt wwwaboufthdrigaIWAMor hit Lb" of Oorgles Finish Color. Blade Dark Braze I.Wit Gray Stselth Crayre Plot um Silver White Custom C0l0e Super TGIC powder Cat No.:OBL 91D9 OLG 080 OPS OWH OCC coat paint over a tilanated version ,Custom colors subject to addlittional charges, minimum quantities and extended lead times. coaft zirconium conversion j Consult representative. Cuslomn color doBcripllon: testes KIM L10HTING INC. • PA. BOX 60080. CITY OF INDUSTRY, CA 9171&-00060 • TaU 62"a8.56as • FAX: 626/369.1695 6600001283 AR AR The Archetype The Archetype MM LIGHTING revision 9119108 • ar df WM LIGHTING revision 9119/08 • ar.pdf Type: A2 Approvals: Type: Al Approvals: Job: Marta Jefferson outpatient care Center Job: Martha Jefferson Outpatient care Center Catalog number: Catalog number: 26 1 AR3 1400PMH2771 DS 1 ! 1A 1 AR4 140OPMH2771 DB I Mt& Rmie Electrical Module Finish options VeO nlc�l! Mty Rmn Ekarkal MOdek nNrh I See OpdOml 1 see pager 3.1 sae 3-t slipvertical 1_ � WB• 2 58pfeer Mown I Sot page t �atov *' Date: S. page s Date: Select pole from Kim Pole Catalog. If pole is provided by others indicate 0. D. for arm fitting. Page: 1 of 5 Select pole from Kim Pole Catalog. If pole is provided by others indiale O.D, for arm fining. Page: 1 Of 5 Specifications HousingOne-piece dle• cast, low copper ( <0.6 %Cu) aluminum alloy Specifications Housing: One- piemdle• cast, low Copper (<0.6% Cu) aluminum allay with integral co0llng ribs over the optical chamber and electrical g� with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with gussets on the support-arm compartments. Double -thick wall with gussets on the support-arm 150 to 400 wait mounting end. Housing forms a half cylinder with 55• front face plane mounting end. Housing forms a half cylinder with 55* front face plane provi(�Ig a recess to allow a flush singledatch detail. All hardware is 150 ro 400 watt providing a recess to allow a flush single -latch detail. All hardware Is Mogul Base Lamps stainless steel or electro zinc plated steel. Mogul Base Lamps stainless steel or elecoarirlc placed steel. Maximum Fixture weight (400HPS) - 45 Ito Maximum Fixture weight (400HPS) = 45 lb Lens Frame: One-piece die-cast low copper (<0.6% Cu) aluminum Larha Frame: One -piece die-cast, low copper (<0.6% Cu) aluminum allay lens frame with 1' minimum depth around the gasket flange, alloy lens frame with V minimum depth around the gasket flange. r 8 Integral hinges with stainless steel pints provide no -tool mounting and r 81- Integral hinges with stainless steel pins provide no-tool mounting and T_ removal from housing, Single die-cast aluminum cam -latch provides removal from housing. Single die-cast aluminum cam -latch provides positive locking and sealing of the optical chamber try a one-piece �- positive locking and sealing of the optical chamber by a one -piece B• extruded and vulcanized silicone gasket. Clear W thicktnnpaed glass 8� - exuded and vulcanized silicone gasket. Gear ne got ike tempered glass lens retained by eight steel dips with full silicone gesketing around the -)- lens retained by eight steel clips with full silicone gasketing around the - py,y --I Perimeter. I-- 22YY" --I perimeter. T Reflector Module: Specular Alzak' optical segments are rigidly -T Reflector Module: Specular Alzak• optical segments are rigidly mounted within a die -cast aluminum enclosure that ittaches to the 6• r mounted within a die-cast aluminum enclosure that attaches ro the 9911-11 :T 0� housing as a one-piece module. Reflector module i6 Qd rotatable in o-- housing as a one -piece module. Reflector module is field rotatable in �__L tfi' 90* increments. HPS and FMH sockets are porcelain 4(N pulse rated a � 2- 16' SIM increments. HPS and PMH sockets are porcelain 4KV pulse rated mogul base with molded silicone lamp stabilizer Z reflector module Am mogul base with molded silicone lamp stabilize. All reflector modules Arm I are fakyory prewired with quickdiseonnect plug and include silicone L are factory prewired with quick disconnect plug and include silicone cross- secllon J_ seal at the penetration of the internal barrier wall In- the luminaire cross-section seal at the penetration of the internal barrier wall in the luminaire housing. housing. Electrical Module: All electrical components are UL and CSA Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with recognized, mounted on a single plate and factory prewired with quick- disconnect plugs. Electrical module attaches to housing with quick - disconnect plugs. Electrical module attaches to housing with no -tool hinges and latches, accessible by opening the lays frame only. no-tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -201. starting. All ballasts are high power factor rated -20 *F. starting. Support Ann: One-pi" extruded aluminum with inteptal bolt guides Support Arm: One- lace extruded aluminum with internal bolt guides and fully ratfitssed top and bottom. Luminaire- topple ajhdrmera is by and fully radiussed top and bottom. Luminalredo•pole attachment Is by internal draw bolts, and includes a pole reinforcing plate with wire strain internal draw bolts, and Includes a pole reinforcing plate with wire strain relief. Amts is circular cut for specified round pole, relief. Am is Circular art for specified round pole. Opdonwl Wall Mounting: Future mounted to poured concrete walls Optional Wan Mounting: Fixture mounted to poured concrete walls only. A modified support am is provided with side acas9 to allow field only. A modified support arm is provided with side access to allow field splices within the am. A wall embedment Ixadcet is proGded to accept spices within the am. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wall- embedded junction box. All draw bolts, and a trim plate covers the wail - embedded junction box. All wall mount components are finished to match the fixture: wall mount components are finished to match the fixture. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil Flntsh: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion nominal thickness, applied over a titanated zirconium conversion coating: 2500 how sale spray test endurance rating Standard colors are coating; 2500 hour salt spay test endurance rating. Standard colors are Black, Dark Bronze, Light Cray, Stealth Gray', Platipum Silver, or Black, Dark Bronze, Light Gray. Stealth Cray, Platinum Silver, or White. Custom Colors are available. White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, CALMON: Fixtures must be grounded In accordance with national, state and/or local electrical codes. Failure to do so may result in serious state ariftr local electrical codes. Failure to do so may result in serious personal injury personal injury. Gel" and Ratings Listin and Ratin s i R d L ` 2 Am ' nl 'Suitable for wet boations. KIMU W for wet locations. ,suns mnew we Rat USKI- 0 RESERVEa THE RgMTO CMNGE SpeCPICATION3 Wm10Ur NOTICE. swots se+'.,�a,c KIM LlOatfa3G RESERVES THE RKir1r TO C1W+0E SPECIRCATtOMS WmtOUf NOTICE. O 20015 KIM LIGHTING INC. • P.O. eOX Moto. CITY OF INDUSTRY, CA 917164090 • TEL: 62611168.58136 • FAX: 6211%9,2696 - 560040/5233 O 2008 KIM LIGHTatO INC. • P.O. BOX WM. CITY OF INDUSTRY. CA 917164)080 • TEL 62819615.5663 • FAX: 826r3692945 5600408263 AR ..wg�pa The ArchetypR lam The Archetype® avM i lnila7 a tnG revision 9/19/08 • arpdf lam LIG a INIG revision 9/19108 • arpdf Type: A2 Type: At Job: Martha Jefferson outpatient Care Center Page: 2 of 5 Job: Martha Jefferson Outpatient Care Center Page: 2 of 5 Standard Features Standard Features Mounting Plan View: Wall Mount Mounting Plan Yew. Wall Mount 3Y conflgttration is available W .� r. E 3Y confd poles l available E- E -# for round poles only, rE for round piles only. EPA: 1.2 2.4 2.0 3.2 3.2 3.9 Iva EPA: 1.2 2.4 2.0 3.2 3.2 3.9 Wit Cat No.: O1A 1Z)20 02L 03T 03Y 04C 01W Cat No.: 01A 02B 02L 03T 03Y 04C O1W Fixture Flxture Cat. No. designates fixture C� . / \ \ f Cat. No. desl notes fixture g g /\ O and light distribution. " \ and light distribution. Fiat t ens r \ See the Kim Site/Roadway See the Kim Site./Roadway Light Distribution: Type t Type 11 Type 111 Type IV Type V Optical Systems Catalog for Light Distribution: Type I Type 11 Type III Type IV Typev optical Systems Catalog for g Forward Throw Square P forward Throw Square detailed information on Full Cutoff Full Cutoff Full Cutoff Full Cutoff full Cutoff detailed information on rvIlChAnff FuIlCutofF Full Cutoff Full Cutoff Full Cutoff reflector design and reflector design and application. Cat No.: OAR1 OAR2 r((IAR3 ❑AR4 OARS application. Cat. No.: OARi OAR2 DAR3 i�AR4 OARS Electrical Module Cat Nos, for Electrical Modules available: Electrical Module Cat. Nos. for Electrical Modules available: HPS = High Pressure High Fra"Fesodiun HPS = High Pressure High P HPre Sodium Sodium 0150HP3120 0250Hia8120 0400HP3120 Sodium 0160HPS208 0250HPS208 0400HPS208 PMH - Pulse Start OISOHP8206 0250HP82D8 0400HPS208 PMH = Pulse Start DISOHP8240 0250HPS240 04COMPS240 Metal Halide 0150HPS240 02DWS240 0400HPS240 Metal Halide OiSOHPS277 0250HPS277 0400HPS277 0150HP3277 0250HPSW 0400HPS277 0150HPS347 0250HP6347 0400HPS347 0150HP834T 0250HP8347 0400HPS347 0150HP3480 0250HP5480 0400HP8480 0150HPS480 0250HP3480 0400HPS480 0150HP3480 0250HP8480 ❑400HP8480 Lam E•23 Clear E -18 Clear E -18 Clear Lam E- 23!/2.Clear E -18, Clear E -18 Clear Socket of Base M I Base M Base Socket Mogul Base ul Base Mogul Base ANSi Ballast S-55 5-50 5-51 ANSI Ballast 5.55 5 -50 IS -51 PUIMSm Meo1 al Hlde Poise Stag AWOW Halide O Lamp Larne Line ❑25OPMH120 0320PWi120 036OPMH120 ❑4qQ�QpPMH12O Lamp lamp Line ❑250PMH120 111321PMH120 035OPMH120 ❑400PMH120 Wam � � 0250PMH208 0320PMH2O8 035OPMH200 040OPM OOS Watts 1j(Qg Volts 0250PMH2O0 032OPM142O0 O350PMH2O8 040OPMH2O0 400 HPS ZT7 02WPMH240 032OPMH240 035OPMH240 L3 Pl1at240 400 HPS 277 ❑2SOPMH240 D320PMH240 0350PMH240 ❑40OPMH277 025OPMH277 0320PMH277 035OPMH2TT Into ❑250PMH277 ❑32OPMtan 035OPMH277 1G0�400PMH277 0250PMH947 ❑320PMH347 ❑350PM11347 O OP 3347 0250PMH347 0320PMH347 035OPMH347 040OPMH347 025OPMH480 032OPMH460 0350PMH480 D , PMH480 0250PMH480 0320PMH480 035OPMH480 040OPMH480 Lamp ED-28, Clear 6128 Clear BT 28 Clear ED -28, Clear lam ED -28 Clear BT-28, Clear BT 28 pear ED -28, Clear Socket M I Base M I Base I Base Mogul Base Socket Mogul Bass Mogul Base M I Base MW1 Base ANSI Ballast M -138 M -132, Mi54, M -131, M171 M -135 ANSI Ballast M -138 M -132, M154, I M -131, Ml 71 M -135 or M170 or M7 70 NdfEpuato4eFnsgykFdeperhdCC eardseyplyActlt9SAtd2007 ,OnLViOrtgantoloW, pplyasprowbaesaFlnheW NOTE: LllastsMEnsgyandepsdstoaandSary1, 209 ,Calt2t10mencingfortanrholonga Is�kstMmesl IofoN theta liar Fkq effective carroty f, 2009. Conga Kim tightirsfor awl abdny of nor ballasa for � ry I ksntraira, dfecdve January 1, 21)09. Canoct Kkn Ughtteg for &W laMlny d ballasts for (Vakwwwabadtgl tlepmrsohag or the Lbary, deorrgse swebs asfor more deft (Vu" wkw "A "tigoors.ob og or the Library of Congas webdte for ruse details). Finish Color: Black Dark Bronze Light Gray Stealth Cray PIa0lxsm Silver White Custom Color' Finish Color. Slack Dark Bronze Light Gray Stealth Graff Platinum Silver White Custom Color' Super TGIC powder CatNo.:06L OD13 OLG OSG OPS OWH OCC Super TGIC powder Cat. No.:0HL 0013 0 L 080 OPS OWH OCC coat paint over a titanated coat paint over a version , zirconium conversion Custom colon wbje:ctto additional charges, minimum quantities and extended lead times. zirconium conversion Custom colors subject to additional charges, minimum quantities and extended lead times. zirconium n . Consuls representative. Custom color description: coati Consuls representative. Custom color description: 020118 WW VMTMO INC. • P.O. BOX 00080, CITY of INDUSTRY CA9171640M • TEL: 626168.6866 • FAX 8Z&PSOO* 6. 6600/09283 0 200 KM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY. CA81718-0D90 • TEL 6261888.5868 •FAX: 928!384.2895 5e0W 08263 Richmond, VA 23230 phone: 804.355.2067 fax: 804.355.2 114 Dallas a Houston a Nashville • Miami • Richmond Austin a Denver a Phoenix • Washington D.C. I* G S & P Design Services For The Built Environment ■ Atlanta Birmingham Charlotte Cincinnati Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville RMhm and Tampa M G R E S H A M S M I T H A N D P A R T N E R S MARTHA JEFFERSOIM IH�OSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FIiVAL ARS SUBMISSION REVISION Nee- Date - Ilevbbis LIGHTING CUTSHEETS (0.117128 ------------ DATStOT1J /311/09 SL1 KRS KRS SU ► Round Steel Non - Tapered Pole Round Steel Non - Tapered Pole Site Lightforms Site Lightforms WM LIGHTING revision 2/2s/09 . sll. f KIM LIGHTING reYis'Ia1,t>/e/os • krs pdf KIM LIGHTING revision 10/8/08 • las.pdf Alk FlilKIM LIGHTING revision 2/25/09 • sll .pdf Approvals: Type: Approvals: Type: SL ryas: Type: SL Page: 3 of 3 Job: Martha Jefferson outpatient Care Center Job: Martha Jefferson Outpatient Care Center Page: 3 of 4 Job' Martha Jefferson Outpatient Care Center Job: Martha Jefferson outpatient Care Center Catalog number: Catalog number' KR925.5120 ! A ! f DB 1 f b Lo Fu A > o t SL1 170PMH120 f DB 1 Standard and Optional Features - o R it Optional Features �'m Ekr�ialM fl r """ Six pa , Op1on II 1 see page 2 --J sm F•ye s Date: see page z � w8'' 3 Date: Page: 1 of 3 Finish Page: 1 of 4 Color. Black Dark Bronze Light Cray Stealth GrayTM Platinum Silver While Curran Color' Specifications Headl: One -piece cast, low - topper ( <0.6% Cu) aluminum, ate' Super TGIC powder coat Cyt,No.:OBL MOB ❑LG OSG DPS Ow OCC _ __ Pole Construction: One -piece non-tapered wall thickness with external reveal unifying head and shaft. paint over an iron phosphate Specifications Post Top round shaft of low carbon steel (ASTM -A500 Textured Glass Lens Unique textured glass reduces LED glare and improves visual Attacthment to shaft is by four bolts concealed within the head. bath, chromate sealed metal 'Custom color subject to additional charges, minimum quantities and extended lead times. Mounting Grade B, 42,000 PSI min. yield} with one Cat. No. 7TG comfort SL1 Model Shaflt: One piece extruded aluminum with internal tracks for pretreatment �' - (lush weeded vertical seam. Shaft is welded to ;JJ No Option 50 to 70 watt HID attackting head and base Consult representative. Custom color description: a flat steel anchor base (AS7M -36, 36,000 P51 Medium Base Lamps Base: OnelAece cast, low - copper (40.6% Cu) aluminum secured Conduit ;_,__ ; min. yield}. Emergency Battery internal battery pack provides 90 minutes of supplemental li ht 42 watt Compact Fluorescent 10 shaaft by four concealed stainless steel bolts. Opening Side Arm g 30 or 60 watt LED Optional Anchor Bolt (full base rover is standard.) Base Cover: Base has a two-piece cast Back-up at 750 lamp lumens on 42 watt compact fluorescent lamps only. Reflector and Socket Formed specular Alzak' reflector panels Covers Mounting aluminum full cover of 319 alloy, secured by Cat. No. ❑ EM battery backup recurred to a harness which holds a porcelain meditxrt base Four cast aluminum anchor bolt covers finished to match Press ood stainless steel screws Optional anchor k»(i O No Option SL1 4KV socket (HID and Incandescent), GX24q - Universal Socket Cat. No. ❑ f3C4 pole, fastened to base with stainless steel screws. Template covers available (see page 3). Maximum weight;371b (42WV Fluorescent), a two single ended twin tube sockets OBCS 4'poleBoltCovers(BC4) PoleCap: A flush-sided castalumlinumpole cap 8• eY1' 3 h' (I Fluorescent). No reflector provided for LED. 0 No Option 5' pole Bolt Covers (BC5) is provided for side arm mounted luminaires. A c it 8 %, rr 3W Lens: Clear Flat'/e' thick tempered glass retained by two stainless rounded cast aluminum pole cap is provided for steel brackets, and four stainless steel, hex socket cap screws, twin mounted luminaires (NS only). Base Cover fully gasketed. Optional Duplex Mounted opposite the handhole, at 22W from base of pole, in a cast aluminum box that ? Handhole: 18' up from base, with a gasketed t ` Baflrast: Factory mounted to rigid harness suspended from fixture Receptacle is internally welded and sealed with a gasketed self closing cover and lockin8 bracket. cover and ground lug. '. x fo ed 3' x 6' head( within the shaft. Wire leads supplied to base. HID: High Cat. No. D DR Duplex Receptacle (DR) rated 20A,125V. Plan View 91- 5° Y See chart X pprovided on poles up to 16'. Reinforced 3' x 6" poorer factor with starting temperatures of -20•F. for PMH and ❑ DR-GFI Duplex Receptacle with Ground Fault Circuit Interrupter (DR -GFQ rated 20A, 1250 4- ; on page 2. handhole provided on poles 20' and taller. _40°tF, for HPS lamp modes. 13W Fluorescent' 120V 32 °F. D No Option Anchor K Frnu (ally ,000 PSI annoy bolls startling; 277V 0°F, starting. 28W, 32W, 42W Fluorescent: High Longitudinal provided (ASZM -36, 36,000 PSI min. yield), q2� 37'W poweer factor with starting temperature of 0°F. reterence lineolt Circle complete with eight galvanized nuts, eight lima-) LIGHT LEA Optical System: A total of 9 LED emitters configured in a gaManlzedflatwasiters andapr�vroodterr� late. HOOK rectaingular array comprised together as a module. Two (2) modules Orient parallel Diameter for 330W version and four (4) modules for 6OW version. Available in to Curb or walkway. /- Handhole Strength' Poles will withstand wind bads re as 11*316 ' avaAU HEIGHT for BO M White" (approx. 350010. Emitters are directly attached to the listed in chart (see pale 2) when luminaires are OcE• LLHEIGH "Hall gen driver. mounted per fixture Installation instructions. ,rAMSEWA,, Leveling Nut Base Cover Base Cover Finish: Super TGIC thermoset polyester powder LED Driver. Constant current electronic driver. Rated for 30 or and Washer coat paint, 2.5 mil nominal thickness. S stage steel 60 watts. Available in 120V or 277V input 40•F. starting PneDeatmertt to include phosphatic add etch, temperature. All drivers are Underwriters Laboratories recognized. Anchor Bolt - �� followed by iron phosphate bath and chromate Anchor Bogs: Four %'x 10 +2' zinc plated L -hooks complete Projection 18' sealer for corrosion resistance. Standard colors are BASE PLAN with leveling nuts, washers, couplings, rigid pressed board 1 Black, Dark Bronze, Light Gray, SMUT Gray" SLi template and black stainless steel bolts. Base Detail Platinum Silver and White. Custom colors are 8• Finish: Super TGIC thermoset polyester powder coat paint, ; °' '6'' available cicala 2.5 mil nominal thickness, applied over a titanated zirconium .:a.; •' ':.. " Grout must be packed convertor coating 2500 hour salt spray test endurance rating.' ' under pole base to insure CAUTION: Installation of �oles without e 9 �, Standard colors are Black Dark Bronze, Light Gray, Stealth Gray"^, c.;, ;•,:`;a full contact with footing luminaires) will compromise pore strength. Any aN4m I Platinum Silver, or White. Custom colors are available. r and prevent loosening of accessories attached cis pole, en other Concrete leveling nuts. modifications will compromise pole strength and CAUTION: Fixtures must be grounded in accordance with footing tube may result in pole failure. 8, BaraPCn gat national, state and/or local electrical coder. Failure to do so may designed by Provide a channel through Maintenance: A regularly scheduled result in serious personal injury. others. the grout for drainage maintenance program must be established to p,11ill ,1 from the pole interior. insure the protective paint coating is intact, IT at n s corrosion or structural damage has not U 25C Ambient occurred, and anchor bolt nuts are tight. eE Failure to do so could lead to pole collapse FCO = (Full) Cut otp and serious personal injury. Sark Sky for wet lion CO 'Dark Sky leglrlatbn COmp14rK KPA LIGHTING RC CM8 THE RIGHT TO CHANGE SPECIFICATIONS VATHOUr NOTICE ,.2Wa KIM LIGHTING Wr1[LLIYNIF4K ' 3611109056 O 20W KIM UGHmpts INC. • P.O. BOX WW CITY OF INDUSTRY, CA 91118-0OIBO • TC-l• 82619965668 ' FAX: 626r3692893 3611109276 02008 KIM LIGHTING INC. • F.O. BOX 60090. CITY OF INDUSTRY, CA 917180090 • TEL:626R663689 •FAX* 826rnB9-2893 660/709282 O 2008 KIM UGHmNG INC. • P.O. BOX 60090. CITY Of INDUSTRY. G4 917160080 •TEL: 82679685669 • FAX 628IJ89.2895 56M708262 8.2009 KIM LIGHTING INC. • P.O. BOX 60080. CITY OF OF INDUSTRY. CA 87716W80 •TEL' 829196 &3686' FAX: 626!!89.2695 SL'I KRS ► KRS Site Lightforms Round Steel Non - Tapered Pole /� Round Steel Non - Tapered Pole IoM a GH G revision 2125/09 • III p! if WM UGHT revision 10/8/08 • krs.pdf MM UGH TM a URi1 revision 1018!08 • krs.pd( Type: SL Type: Type: Job: Martha Jefferson Outpatient Care Center Job. Martha Jefferson Outpatient Care Center Page: 4 of 4 Job: Martha Jefferson Outpatient Care Center Page Page: 2 of 3 2 of 4 NOTE: All allowable pole and fixture EPAs are derived from the AASHTO standard. Standard Features Responsibility lies with the specifier for correct pole selection based on local codes and standards for the job location. (See page 4). Standard Featulres >,OD 1 0 pole Allowable Pole EPA Wind Map Steady 85 tso Pole Wind Picture Cat No. SL1 Site Lightfomts X Y Number 115 90 100 110 120 130 140 150 Electrical Module Cat. Nos. for Electrical Modullles available: 90 t� Wind Map 10 KRSIO.4120 lt7 4'x I I ga. 21.61 19.07 17.41 14.07 1153 9.63 8.22 7.09 PMH =Pulse Start Q KR312.4120 12' 4'x 11 ga. 1733 15.22 13.84 .09 1101 894 728 626 5.37 pulse sort Metal Hallilde High Prawn Sedum United States and Canada X ❑ KR914.4120 14' 4' x 11 ga. 14.18 1237 11.18 8.79 6.98 5.67 4.78 4.06 Metal Halide }� OKR31ti•4120 16' 4'x 11 ga 11.72 10.13 9.09 7.01 5.42 4.30 3.58 3.01 HPS - High Pressure 05OPMH120 07OPMH120 D50HPS120 070HP3120 % on�AAShTTOStandardsfor Sodium D SOPMH2O8 0 7OPMF42O8 / Q IUt520 4120 195' 4'x 11 ga 7.77 6.55 5.75 4.13 2.91 2.10 1.65 131 Lighting Equipment contact 0IGUZ 0.4180 195' 4" x 7 ga. 12.67 10.92 9.77 7.46 5.70 4.48 3.70 3.09 INC - Incandescent OBOPMH240 07uPMH240 ' 140 Murican Association of y 0KRS20-6120 195' 5'x11 ga. 13.57 11.62 1035 826 6.73 556 4.65 3.93 PL - Con-pact Fluorescent 0 SOPMH27T 070PMH277 0 60HPS777 O70HPS277 Stan H19 PY and 0 XR8205180 195' 5'x 7 ga. 21.60 18.79 16.94 13.71 1131 9A7 8.02 6.86 LED = Light FmitringDiodes � ED -17 Coated E417 Coated ED-17 Coated -17. Coated TnlTepgrtaticnOHieials: 444 spa tiol Street NW, KR3256120 25' S'x 11 ga. 8.46 6.97 6.00 4.61 3.63 2.88 231 1.87 Socket Medium Base Medium Base Medium Base Medium Base Suite Y4� 0 KRS255180 25' 5' x 7 ga. 1459 12.44 11.03 8.77 7.12 5.86 4.88 4.10 Lamp lamp Line ANSI Ballast M -98 M -98 S -68 S62 150 110 washing' ton DC 20001 0 KR330.6180 30' S' x 7 ga. 9.84 8.12 6.99 537 423 336 2.70 2.18 Watts Type Volts 140 ww 674.5800 50 PMH 277 Incatdaoalt Compact FkWaiMrlt Special Wind Region 1vww.aashto erg (COmvk Local PWtarwa) Handhole O 801NC120 O 13PL120' ❑ 42PL' 1 150 Anchor Base and Bolt Detail BOR 013PL2?7' �11012D Base pole Pole Circle Bolt Bolter Base Cover Conduit ;Lamp T -10 Coated Coate Cover y ht Diameter 13A Projection Size Size Opening Inside Frost Twin Tubes Tri le Tubes q NOTES: -� lariv 4' 7' -8'33/a' s /x 15' +3' 11 qA 3'DA ket - GX23 -2 GX24 - 4 -values are based on s0 year mean recurrence interval 30' *The Wind Map is intended only as a general guide. Always 18 19.5' 4' 7 Sys 33/e 3/a x 30' +4' 11.TK DIA 3' OIA above grade. consult local authorities to determine maximum wind _ j 19S - 3Cr 5' 7'1, -81Vz 33/e 3/4' x 30'+ 4' 11 •W otA 3' Dtn LED • Hawaii has an 105 mph wind velocity. velocities, gusting and unique wind conditions for each US"0120 O SOLED120 • Puerto Rion has a 125 mph wind velocity. specific application. D 3CLED277 080LED277 -Caution must be exercised in determining wind velocities in *CAUTION: Wind speeds and listed EPAs are for ground Flush Post I Side Arm Lamp LED special wind areas such as: mounted installations. Poles mounted on structures (such as Mount Top brills and buildings) must consider vibration and Mounting % or + Socket NIA WA Mountainous Resists coefficient of height factors beyond this genera[ guide. a �• -� Areas surrounding the Great Lakes or other large Consult AASHTO standards. Plan Views• NOTE: For lamp/ballast bodies of water or open land. . Extreme Wind Events: Hurricanes, Tyypphoons, Cyclones, or information outside of the 'Two lamps required per fixtuure. Areas subject to extreme wind conditions, such as Tornadoes egosie poles to flying debris, wind shear and Mounting': O FM OPT p9 A O SA ❑ e O SB O L O sL ❑ T O ST O Y O SY O C O sC U.S.A. and Canada, please 142PL operates one 26, 32, oor 42 watt lamp at 120 thru 277 volts (50.60 Hz), hurricanes, typhoons, cyclones, and tornadoes. other unpredictable aerodynamic forces not indicated by consult your local Kim Areas adjacent to airports. the wind velocity ratings. Nt7rE: Allowable Hole EPA for jobsite wind conditions must be equal to or greater than fixture representative. NOTE: Coated lamps are reecommended, mount EPA. Please refer to Kim lumiraire catalog for specific fixture. specific area with a known or suspected abnormally • Pole Strength Limited Warranty: Standard unmodified Kim 'See lumiraire chilling requirements in specific Kim luminlaire catal Color. Blade Dak Bronaee ugM Cray 9t99hh Grsy°i Platinum Silver Waite Custom Color' hi intermittent wind condition caused by geography, Lighting Poles installed as r ecommerided, tjnda�rtta$edd byy ng' " °g Finish a)acent structures, or other specific local conditions that corrosion, or lack of maintenance, shall w1ftand.steariy Structural Luminaires Only- Examples Super TGIC powder coat CaL NO.: O BL 008 01.6 080 Ops O WH ❑ oo may not be recorded in National Weather Service wind conditions as provided on page 2 (Allowable Pole ❑ TS:Single Tension for small and large Structural - KRS20- 51206 -TS paint over a titanated 'Custom colors subject to adddilional charges, minimum quantities and extended lead times. records. EPA). Installation of without luminaires, or attachment zirconium conversion • Allowable pole EPA for )obsite wind conditions must be of any unauthorized accessories to poles shall void this 0 TD:Double Tension for small and large Structural - 0 S20- 51206 -TD coating. Consult representative. Custittom color description: equal to or greater than fixture EPA Responsibility lies with warranty. O 7R:Truss for small and large Structural - l - KRS20 5126-TR the specifier for correct pole selection based on AASHTO 0 XTS:Single Tension for r 1 OOO Structural - KRS20-5120B-XTS wind map and job location. ❑ XTD:Double Tension for 1000W Structural - KR520- 51208 -XTD 0XTR:7russ for 1000W Structural - KRS20- 5120B -XTR O 2009 KIM LIGNTINO INC. • P.O. BOX 60090, CITY OF INDUSTRY. CA 9171660000 • TEL: 62819685996 FAX, 928x3894603 3611109039 02008 KIM uKRmNe INC. • P.O. BOX 60080. CITY OF INDUSTRY. CA917184M • TEL: 628P988.6686 FAX: 62673692695 5604706282 02009 KIM UOIii0r0 MC. • P.O. BOX 80060, CITY OF INDUSTRY. CA 9/7160060 • TEL: 82819966988 • FAX 6261369.2695 6604708282 s 4a ai w i I* G S & P Design Services For The Built Environment 0 Atlanta 01rm Ingham charlotte Clnelnnatl Callum but Dallas Fort Lauderdale Jackson Jeaksonvllle Knoxville Louisville Memphis Nashville Rlohmend Tempe 0 G R E S H A M SMITH AND P A R T N E R S MARTHA an JEFU 'U- RSOUM HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL AIDS SUBMISSION REVISION Mae- pate - Revision LIGHTING CUTSHEETS 3311 West Broad Street Richmond. VA 23230 phone: 804.355.2067 fax: 804.355.2114 Dallas 4 Houston • Nashville a Miami . Richmond Austin ° Denver . Phoenix ° Washington D.C. 2---- -- 3/31/00 ------ /31 /00 1WJ low f + cc W tAi 4W WPHM- PSMH- 100- MED-FD -277 Martha Jefferson WL FEATURES ► overall dimensions! 17.3/4• x7.1/6' x9 -I/8'. ► Venat le design isaveilaNe in two different light disUtbutioa. ► Forward throw distrb=isstandard. optbrol mplight ewiable. . Darkbron2.FWaasUrdird. Black of white tams: evaileble 1F0 only). ► Fbey9sel•tedforwetlocations. ► Provide$ full cutoff [forward throw distribution mhl AMP OPTIONS IMddspecify) PULSE START METALHAUDE up s WPHM SERIES HOUSING - r -11s dons Ilewy4ulydi►wt REFLECTIVE nsardtruc6on BEFLECTIIIE SURFACES- Amdued e 7e aluminum reflochr. 7 TOP NEW IShownvAtltOpoblrt tfplOixwhlighU LENS- Heatarid kaparwasirgant tempered glass. ELECTRICAL Pbrceleia aodat Pnwiadat factory ter o"fieldinaw4don. mom- Rated -20'F minimum nsrting tompranwo. NPS- Rated -4VF' meimamstarting tampreten. L FINISH PdwderCOamM oo lmervy- dutydiecasthmtting. Out home IInab standard. sled or 6 -West MGM PRESSURE SODIUM LAMP WATTS LAMP BASE MPS 70 MED MPS 100 MED HPS 150 MED t"TE:� F'7S'y'',a It* -STIR ttr��r OF Double Fuss ROSY or 24OVoW Ioust$netN ydLM) LVHT White Finish lML"Cost IFID onl SHIELDINO -dear 3-Axe• ec vrsla t 1 w (6Typl Wall "am directly over a 4• meMmum racessadoutletbox. Gestated fr worathrUght parforaenn.Includes an H. E. Williams. Ine. • Carthage. Missouri a www.hewllllams.eom • 417. 358 -4065 ■ Fox, 417.358 -6015 \��' - -'° wall Mount Feb Lot 24, 2009 eurtee■ arexauxe Pep 25A GREENLEE LF SERIES LF-CFL42 LF241 r- TONO/2,OODWmens LF561.1125" - T5 U- 8at/4AQ Lamont LF2=5" • 7812,225 Laments LF540 AS" • Coal 75110110,000 Lament DIMENSIONS 4.31IN d Means aum Makin c 4.1r �� tR -i4NM 44 m .2610(4X) elloseelleetCoaden 0 YOKE MOUNT Nald nom 1A3' B=Wh SL2 LAIMP TYPES: CFL- Triple Tube Compact, T.5HO, T-8, and U -Bent FIluorescent. BALLAST: Unfiltered electronic ballast is standard. Accommodates cttment from 120 through 277 volts In either 50 or 60HZ for worldwide operation. 0'F Starting. HOWSINO: Extruded aluminum with die -cast aluminum end plates. Slilleone gasketing. FASITENERS: Ati exposed fasteners are stainless steel. FINIISH: Each fixture Is bWW with LSI's DureGripepolyester powder coat BmWft process. The Duaft fir ft adelsterlds extreme weade rcAanges wiRttout aaddrlg or pee0tp, and is guatanhe0 for this full years. Standard txolors Include bronm, black pladtean plus, buff, white, graphite, satin verde grreen, and metallic slW .. LAMPHOLDER: Thermoplastic Iampholders are matched to lamp type. LENS: Lens is outdoor rated, UV resisgttt, acrylic. Ballast omr on CFL models Is visible through the right side of the lens. MOUNT, Either Double Arm Mount or Yoke Mount is available. Mounting arms are dle cast aluminum with Interlocking Leath, and have 1/2' NPSM threads. OFITICS/AIMING: Specular aluminum reflector Is standard. Maximum black tilt is 75' for either arm or yoke mour t. WIRIING: Fixture is pre -wired with 118-gauge, 20(PC rated wire. Wire leads exxlend from mounting arm on units with AM mount Outdoor rated, bLlaek 39 flexible conduit is standard on yoke mounted floods. EX7111111, VALUE FEATURES Untwersal Electronic Ballast UnMdorm Distribution Smale, Unobtrusive profile. A _ Easyy to Adjust and Alm. 7m 1 oo .@L as 7r IN I B 200= 112.14 NPSM ARM MOUNT 12x) all 0203 PntedHam lyp e 1 Sib I UP INDUSTRIES me. Catalog 4 1 GREENLEE LF SERIES LUMINANRE ORDERING INFORMATION 1 - oeomEX -p LF 54 D UE BRZ AM GS l i tmp 2n, mat 1Lampa "[ad Flom man Beliefs V 24- 24YMTW 6 -West Br''! ir:^)• L..�a..' 6F'►l'T:7 E':•''1i:1'� E' '7F;[i7 E:'TF?T:;i [%y -ZCL� t6F.'lZSb�i'� t"TE:� F'7S'y'',a It* -STIR ttr��r "Fit!;isir..Tl'rtr:ca%'r'a FCI20- 120VAPIOM PCW- 21KZW27NNWood SHIELDINO -dear lf"7F5?"� �"fl'n3 C_'TLI>"i ri 1>7'1S1G'� F�ifE F"'1tr�^T■ �'7F't_i SL7f'Y"i s.'�TaF'..T.'� i'�� L159H1- IraaJundlm0ar ' BS•Gin Slade RU- 1610INNa 2411- 24ew11INNT6 I U- U eN tamp oobbe rill skouariponL' {•..�1pJ 11 39 .36 39 4000 (Remote Ballast Imapratie only). Sae Williams ELECTRONIC 2H- aaeNtlObWCFL 1- n6W4te0FLeMYlYU3h BALLAST -Rated 327- 32rsak1p%%1mOFL 42T- 42w*M*btefAl swo Vo4 my 0` 1 7 �'Jt4 E 9F E 1 073IMB C73 Glass Lens with Micro. Baffle TSHOLamps 181. Umps UEY4sber mwa Lrep SETBACK AND SPACING GUIDE OWDELINES FOR ILUANDIATING SIGNS AND WALLS WITH LF MAGNETIC LAMP N M s 1 SERIES FLOODLIGHTS. '4y ELECTRONIC BALLAST _ all 0203 PntedHam lyp e 1 Sib I UP INDUSTRIES me. Catalog 4 1 GREENLEE LF SERIES LUMINANRE ORDERING INFORMATION 1 - oeomEX -p LF 54 D UE BRZ AM GS l i tmp 2n, mat 1Lampa "[ad Flom man Beliefs V 24- 24YMTW 6 -West UE- *imwElemoetc ext -lirul AM -Arm Mead LL- Lessurs 8000 39 -39*w T51m 54- 54"KTSK 55U-0 xas ULLevt Temp 0 -Olobb U- 15IUAL a"03bbreah Sings trap Clay 120.277 wt 6Qemt ,.0 o'f'stanke. MILK Peak PLP -PMkan PIN see -Sion Mob YM -Yoke Neon FCI20- 120VAPIOM PCW- 21KZW27NNWood SHIELDINO -dear ► Earyacassl4•g UP2$Wxitsdsteel wxr -tvtm mss- NO* sksw OPT -stow tampered gig"standaid. tit- NObnurAJrdtoa8ox 1Q'He& JUMI- AIMJdnttim Bmc I?- ?wants 15- 25.078 32 -32.076 s -air 0- 0001!0 ► 20• geugedle•fomladgalvarited asset per/ VERTICAL AVERAGE our - eun plametfraints. L159H1- IraaJundlm0ar ' BS•Gin Slade RU- 1610INNa 2411- 24ew11INNT6 I U- U eN tamp oobbe rill skouariponL' {•..�1pJ 11 39 .36 39 4000 (Remote Ballast Imapratie only). Sae Williams ELECTRONIC 2H- aaeNtlObWCFL 1- n6W4te0FLeMYlYU3h BALLAST -Rated 327- 32rsak1p%%1mOFL 42T- 42w*M*btefAl swo Vo4 my 0` 1 7 �'Jt4 E 9F E 1 073IMB C73 Glass Lens with Micro. Baffle TSHOLamps 181. Umps UEY4sber mwa Lrep PS= ED28 /MOG- GS -EB1 277' - arson Outpatient Care Center 277 M1410 :•- 160PS • E028 /MO(k CS OPTIONS EB7 120 ....... _ _ -.. --, Srlet.. '. IMtresl ....' '...: tAMPIA31 ! ` . Kl011111 InlU3 voluct SERIES naRaroapb,arrnasotrolfsA PEATURES 10000 MHI SERIES ► TWO eswdedoluminumMat sink ea'at GENERAL SPECIFICATION HOUSING - 20.08.0 housiog dissipates hest for coolor opatation. 8000 0- farnmd galvanised ► Adjustable mounting braekete (bar hangen 14-vtr stnipmfolmerframe. optimal). PW Pewter SHIELDINO -dear ► Earyacassl4•g UP2$Wxitsdsteel taco tampered gig"standaid. Junction box with two seepon comers. dausar. W mNWe dycaraenam. P eaua4ls: L.Nmar a sppN with HFF, ^igh''°aYe"•v AC Actual Con lCenamApecdxnendeM ,...... .MB. . Mklo:ONtls.. . . . ._ _ .... ... .. ... ► 20• geugedle•fomladgalvarited asset per/ VERTICAL AVERAGE .ELECTRICAL plametfraints. daaron boets for 120N 5NHZ suppaaa Minimum Stating Tamperaturo:• -o-C. MechaNW: Moues dwcdy ow a standard elecabU hntdona = toy othoro). mounting harl (toy am=). BH BariforiparsI21 MWT Matte Whin Trim . Self4lengedlow- hidewentsluminm {•..�1pJ 11 39 .36 39 4000 (Remote Ballast Imapratie only). Sae Williams ELECTRONIC 2000 PAN SIZE: 17-x23' BALLAST -Rated tempered pleas Weld standard. CEILING CUT OUT: 10.5/8' dia. 0` 1 7 �'Jt4 E 9F E 1 073IMB C73 Glass Lens with Micro. Baffle TSHOLamps 181. Umps UEY4sber mwa Lrep SETBACK AND SPACING GUIDE OWDELINES FOR ILUANDIATING SIGNS AND WALLS WITH LF MAGNETIC LAMP N M s 1 SERIES FLOODLIGHTS. '4y ELECTRONIC BALLAST _ • Seloct an aiming point two -Wads of the way up the venial surfua let IOOPS EQUIM03 Eel loops ED281MOG MRI 150PS E028/14103 EBi a Ir4W LF Serbs floods at a setbaek equal to Use height of Um slming .45 637. 4931 easy field installetrca. 13011mJS12' D*L say 9. SPECIFY FINISH • TIR LF Sod" floods up d a 45' angle and attend diem toward the 66 $'3. 32.6 0 35PMH347 MS Mwarle ollwr tieing poilt �- PAR20 E omple: On a IT (3.7m) Le Wale, tat setback and timing pdm "M 4s I{•� we r (2.4m). r w 7O ` 2% Fallowing these ptddelYma will reauk In Max to Min UnNm * nobs M -130 of 10:1 or better and Average to Min UWom* ntla of 5.1 or be ft ZONAL CAVITY COEFFICIENTS Varying Spacing, Setback and Atm(ng Robb we) anted udfwmity s ld EFFEM FLOOR CAVITY RER..40 try �1a,y�,1 l It disana Wall. *a project Kate* project I Rican Ties 1 / a• IUIVIOUSTRIESINC. Cela10g1 PS= ED28 /MOG- GS -EB1 277' - arson Outpatient Care Center 277 M1410 :•- 160PS • E028 /MO(k CS OPTIONS EB7 120 ....... _ _ -.. --, Srlet.. '. IMtresl ....' '...: tAMPIA31 ! ` . Kl011111 InlU3 voluct SERIES naRaroapb,arrnasotrolfsA PEATURES BL Q I Tylp (A) 1 ooN.VXT 1*1_01 • 0 -30 MHI SERIES ► TWO eswdedoluminumMat sink ea'at GENERAL SPECIFICATION HOUSING - 20.08.0 housiog dissipates hest for coolor opatation. VVIIInmsDownllgMhgCaulosl W10-1EOPS-ED28/MDO 0- farnmd galvanised ► Adjustable mounting braekete (bar hangen 14-vtr stnipmfolmerframe. optimal). PW Pewter SHIELDINO -dear ► Earyacassl4•g UP2$Wxitsdsteel 0.90 tampered gig"standaid. Junction box with two seepon comers. dausar. W mNWe dycaraenam. P eaua4ls: L.Nmar a sppN with HFF, ^igh''°aYe"•v AC Actual Con lCenamApecdxnendeM ,...... .MB. . Mklo:ONtls.. . . . ._ _ .... ... .. ... ► 20• geugedle•fomladgalvarited asset per/ VERTICAL AVERAGE .ELECTRICAL plametfraints. daaron boets for 120N 5NHZ suppaaa Minimum Stating Tamperaturo:• -o-C. MechaNW: Moues dwcdy ow a standard elecabU hntdona = toy othoro). mounting harl (toy am=). BH BariforiparsI21 MWT Matte Whin Trim . Self4lengedlow- hidewentsluminm {•..�1pJ 11 39 .36 39 relletla swibbla in assorted colon. (Remote Ballast Imapratie only). Sae Williams ELECTRONIC ► Clear semi •spealeraoelrt coq e and clear PAN SIZE: 17-x23' BALLAST -Rated tempered pleas Weld standard. CEILING CUT OUT: 10.5/8' dia. IPF ailaimum sta ring 073IMB C73 Glass Lens with Micro. Baffle CUT OUT w /SCA:13.3 /4'die, temptransit. Dereplowlridestant 15 $623. 15839 MAGNETIC LAMP N M s 1 _..Core with Cle_....._.... rlaa. BALLAST -Rated ELECTRONIC BALLAST MAGNETIC BALLAST 20'1 mnllmlxli starting temparetwe. Paiatainsocket. Rewired at factory for WATTAGE LAMP BASE BALLAST WATTAGE LAMP BASE BALLAST IOOPS EQUIM03 Eel loops ED281MOG MRI 150PS E028/14103 EBi Re#3231103 .45 637. 4931 easy field installetrca. BL Q I Tylp (A) 1 ooN.VXT 1*1_01 • _ .. . !eO ..... X40V N.81on' .__ .,_ ... _ ............... "' 277.... __ .277V..................... _..__.._...__,......_ ._......... _..._. _..._...._._ .__.. ml' H.E. Williams. Inc. • Carthe0s, Miatouri • www.hswllllams.com • 417-358-4005o Fox: 417.358.8015 ii1a11 amS- - RKesedNe JAL 1s.21R9 0•W.J. -xTIN. Page 3A 0 -30 4101. REFLECTOR GENERAL SPECIFICATION EFLE TOR FINISH Musts i DESCRIPTION VVIIInmsDownllgMhgCaulosl W10-1EOPS-ED28/MDO Lowdddenent dtlmbam Clear semi- Weep4r(CS) Iimsh sundsrd.Self4bagcd eYlmbmn reflector ptevents1gAt hats. Housing: txasne and exuded (low oomrr) akanw.n. Fmothoufthigeeoponbraatasandvocu avleatlon laden beNnd a eprkrp bead sap. Finish: Exioria grode, Inmost powder ooaled point Gsshl: Oro piece eubono. Ralkotors Aluminum, wN1a PoWw coded. CS dear SOMFSt»NdariStaOdaMl SO Satin Glow CO Champagne cold QTR Slaw DD Oo:d WT What PW Pewter RoIWLomanc 14250. P iD S 0.90 0007. i dausar. W mNWe dycaraenam. P eaua4ls: L.Nmar a sppN with HFF, ^igh''°aYe"•v AC Actual Con lCenamApecdxnendeM ,...... .MB. . Mklo:ONtls.. . . . ._ _ .... ... .. ... Special 'O ' VERTICAL AVERAGE ... ... ... . i ; daaron boets for 120N 5NHZ suppaaa Minimum Stating Tamperaturo:• -o-C. MechaNW: Moues dwcdy ow a standard elecabU hntdona = toy othoro). mounting harl (toy am=). BH BariforiparsI21 MWT Matte Whin Trim F Faso 120V and 277Van 1 ORS Automatic Sismillby Ugbft C73 /AC C73 Glass Lens With Accent Cone RETRO RetnDt Mail eUng Pan Assembly 39 .36 39 -'4s ~ (Remote Ballast Imapratie only). Sae Williams Asnecror Approve: UL, CSA for we bwdon, spas 37 A -Gown' Gn lafomteUOAf d i _.r.- I • 9.5' Die. 3.62V 073IMB C73 Glass Lens with Micro. Baffle SCA_• SlepedCeifeg Adaptor (Specify degree Dereplowlridestant 15 $623. 15839 _ .. . !eO ..... X40V N.81on' .__ .,_ ... _ ............... "' 277.... __ .277V..................... _..__.._...__,......_ ._......... _..._. _..._...._._ .__.. ml' H.E. Williams. Inc. • Carthe0s, Miatouri • www.hswllllams.com • 417-358-4005o Fox: 417.358.8015 ii1a11 amS- - RKesedNe JAL 1s.21R9 0•W.J. -xTIN. Page 3A seal 0 -30 4101. PHOTOMETRY PNOTO RY•INF - -. w DESCRIPTION VVIIInmsDownllgMhgCaulosl W10-1EOPS-ED28/MDO r*anopono 10615.0 ' • 1/15M Cooled 6028 Oats MOM tadtp7ypr, M1021MH15MAYEOM MetalHolide lampatmatltle 1 RoIWLomanc 14250. • 10 * Die. Retessed 0.90 0007. L„mineite CANDLEPOWER DISTRIBUTION 3 • It* oil. Low VERTICAL AVERAGE M .32 36 - -• ar Iridescent speculat ANGLE CANDRA 100.0 39 .36 39 -'4s ~ .35 33 31 Asnecror 0 6588. 37 A .33 .31 .29 1 ar • 9.5' Die. 3.62V 5 7706. 7335 8 .34 30 XI Dereplowlridestant 15 $623. 15839 9 .32 78 .ZS _..Core with Cle_....._.... rlaa. - -5._.:- .__ 3828.- ._. -..- •.._1771.1.- --- _ ...._ -... ... ay 3D Xb 21 35 2023. 1271.1 13110rmY512' 11KS,241b Re#3231103 .45 637. 4931 0 35 aMH2'a 13011mJS12' 11K(p24!b M 111. 99.4 9. SPECIFY FINISH Gaskeft: Slliaom gaskets used throughout. 66 $'3. 32.6 0 35PMH347 MS Mwarle ollwr Scx*et amain medium base. 75 t0. 10.2 PAR20 '� Ma vlowio bronzy as 0. 0 Medium Base r w 7O Ballast: High power faclor, long range ignitors, -20eF. starting, 90 0. M -130 LUMEN SUMMARY ZONAL CAVITY COEFFICIENTS ZONE LUMENS %LAMP % FIXTURE EFFEM FLOOR CAVITY RER..40 seal 0 -30 4101. 28.8 68.3 8 0 -40 5372. 37.7 89.4 All AF 49 0 -ell UP, 41.9 993 .44 .14 A3 0.90 0007. 42.2 1000 3 TOTAL LUN.NAIRE Al All 3111 M .32 36 4 0.180 $M. 422 100.0 39 .36 39 IES SPACM CNTEMA: ACROSS•.7 DIAG".5 seal AO .ill no WALL 8 67.1 M .30 .10 1 $0 .60 So All AF 49 A7 .17 .47 1 AS .41 .46 A7 .41 .46 .44 .14 A3 2 All .N .42 AS All A2 .0 .43 .3l 3 A4 .41 39 Al All 3111 M .32 36 4 Al .36 38 AI 3a 37 .35 .3t 5 39 .36 39 31 .3 31 .35 33 31 1 3? .34 in 37 A .33 .31 .29 1 36 V 2a .3 .31 N .7i 29 22 8 .34 30 XI 33 .21 27 29 27 25 9 .32 78 .ZS 31 2h 25 27 .26 Zit 10 20 29. 23 3D Xb 21 .25 23 22 MONT CONE QUICK CALCULATOR TABLES LUMINANCE DATA Lcd/rnq Moutift Nei M FCOEdge of Cone Fed N ilr no 45 8 67.1 1342 6.6 4.0 10 42.9 958 10 6.0 12 29,8' sae 6.4 8.0 14 21.9 e10 98 7.0 16 HIS 316 11.2 8.0 18 13.3 20.5 12.0 9.0 10 10.7 21.5 14.0 1 .0 VERTICAL HORZ ANGLE MOLE 0 45 INK ss 4190. 65 1688. 75 1107. 85 C. MAXIMUPASRICHTWSS NOT MEASURED Room So Co FIXTURE QUANTITY ESTIMA70RTABLE Ty" (9): COLOR CONVERSION FACTOR Small • 900 R ' REFLECTAR tallme -110 %. Walls =5316. norn20% _ Stnw.x97. 17 Medium • 1000 R LIGHT LOSS FACTOR 1.0 M tis -MD R Champagne. x.86 Flee 327701 41 686n14dr S.SK4r121b F'dN 322702 Micro - Baffle -x.00 68& -W7- &SW21b Fite 327703 32 2704 2 x 17W T8 885mm2r Gold =x.93 S.SW21b Fier 322704 323901 2 :3600 PL-L 995 nw.r "117.6b Wheat . x.88 32390 2 2 x 25W TO 995 nW.r SK947.81b F'4N 323902 326101 2x4OW PL-L Pewter-x.86 Room So Co :Safe Ty" (9): *look Small • 900 R ' 9 641m W I X 17 Medium • 1000 R i< M tis -MD R 24 Flee 327701 41 EASELS _ UL/CULUttedfat iMoiph branchciatl i erbbg and wet locations _ ... n80are9yat94telEnO:.. ......_ ........................ ........._..........._....._._. _............... _..... .._. _...__...... ..... _ _..,...._.I. William 1lecesr n N. E. Wit lian&, II t. a Carthage, Missouri • www.IT awl lllams.eom • 417.356.4065• F4 x! 417. 356.6015 1 Pps3a • O w x a r e x a r a e w renmaiwroxslkaejeebtaagLwteo ,A+er�s. NkwAATn o4[Sw11 a SENTINEL CFL A. SPECIFY LAMP TYPEILUMINAIRE HOUSING Code: L-P type►: IVPS (A): Ty" (9): wdeM: phoromtlry: 321901 1 It 36l39W PL-I. 641m W I X sow..aoa• sew - coo.,, 4.1 Kg90r F9N 321WI 322701 1:4OW PLA sesml 5.5Kgn2lb Flee 327701 32 7702 1 x SOW PL -L 686n14dr S.SK4r121b F'dN 322702 322103 1xSaw PL-L 68& -W7- &SW21b Fite 327703 32 2704 2 x 17W T8 885mm2r Date: Page:1 of 7 S.SW21b Fier 322704 323901 2 :3600 PL-L 995 nw.r "117.6b F4•e 323901 32390 2 2 x 25W TO 995 nW.r SK947.81b F'4N 323902 326101 2x4OW PL-L 1300mnSir 11KO41b F9e9326101 326102 2 x SOW PL-t. with locking teeth and IV solid brass NPT mount. 130(smrAl.r 11K4241b Feet 326102 325103 2x30WPL -1. 13110rmY512' 11KS,241b Re#3231103 325104 2x32WT9 0 35 aMH2'a 13011mJS12' 11K(p24!b FiWf 325104 9. SPECIFY FINISH Gaskeft: Slliaom gaskets used throughout. 0 35PMH347 MS Mwarle ollwr Scx*et amain medium base. Lamp PAR20 Ma vlowio bronzy Socket Medium Base Ballast: High power faclor, long range ignitors, -20eF. starting, C. SPECIFY OPTIONS M -130 mounted on tray, 120 vok standard. Type VO Vertical ber RY.oL :tea Rance son n au MM LIGHTMiG Die -Cast Brass, PAR20 Metal Halide ITV -m,roea awaw.sw. .e,,.a,a•N sow..aoa• sew - coo.,, a•v.arn. asw•waa. SPECIFICATION GUIDE Tb SPeery a Iumlm" select: A) Lamp, e) Prdah and C) Optlone For emrp:e, b specify. SwxNN, 2 x 40W PL•L, nlotafG satyr. 4.riiCel Inv. A) Lam¢ as Finish Gy op mom T T T 326101 Ms Va www.aarACMGO.ten l e ea•raaTA.CA \CO INC. _ i 8 -111 ;o•• i= III _ :1111 =11 #.•;•.- Il l2f ii NPT DIRECT MOUNT REMOTE MOUNT JBR rrxxxd eroATm, pudm9ed i! �"'! ►4iirwsiti ry4f�"� eta U.S. PATENT D424,731 •uwautna¢.c XIM 1.0411NG RESMES THE FIGHT TO CHANGESPECNK•AMON3 WITHOUT NOTICE 02009 KIM LIGHTING INC. • P.O. BOX 60080, CRY OF INDUSTRY. OA 91718-0080 o TEL 628106 &5666 -FAX: 8261389.2695 5827009049 J& MW3311 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 iii Atlanta Blrm Ingham Charlotte Clnelnnatl Columbus Dallas Port Lauderdale Jeekson Jeeksonvllle Knoxville Louisville Memphis Nashville Rlehmond Tam pa G R E S H A M S M I T H A N D P A R T N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARS SUBMISSION REVISION New- Date - Revklen 1 10-18 -20011 I ARB WAM MOM A I n- w2m I mm ODIOE m LIGHTING CUTSHEETS E1.05 !Nr e.71Z ---- .. - - - - -- DA %lOT13 %? %Ot° Scarab' 6725 MM LIGHTMiG Die -Cast Brass, PAR20 Metal Halide revision 2/19/09. 6725.pd Type: UL Fixture Options: Approvals: .lob: Martha Jefferson Outpatient Care Ctr. Fixture Catalog number: Ordered 2segra ely, aem Fkn :e Remote Mounting Options: 6725D ! 35MH277 ! VG lime taNPMOde FvmitA Ordred separatA• Awn al Sw p48n 4-7 Date: Page:1 of 7 Specifications ORDERING INFORMATION Fixture Housing: Die-cast brass body, lamp housing and socket It, 67250 Direct Mounting enclosure, C16725R Remote Mounting Swivel: Provides 1loazorttal rotation independent of the threaded mount Swivel locked by %-20 stainless set screw. Die -cast brass LamP Mme' with locking teeth and IV solid brass NPT mount. O 35PMH120 Lens Frame: Integral( die-cast brass lens ring and glare shield. 0 36PMH2O8 Lens: Tempered clear soda lime glass with sillcone gasket Fitch 0 35 aMH2'a with lens frame to promote water runoff when positioned upward. 0 35PMH277 Gaskeft: Slliaom gaskets used throughout. 0 35PMH347 Scx*et amain medium base. Lamp PAR20 Willing: No.18AWM gaited 105°C. Socket Medium Base Ballast: High power faclor, long range ignitors, -20eF. starting, . ANSI Ballast M -130 mounted on tray, 120 vok standard. Type Ballast Box: High temperature, compression molded featuring Finish long -fiber fiberglass i fed heavy wall construction. Wall 0 NB Natural Brass separates ballast chamber splice compartments, splice area 32 to in.; PrrnmJirttd, tow -siphon plugs tD and from ballast 0 VG Verde Green Patina chamber. Conduit erury; two 3/4' NPT for through wiring. one 14" NPT for remote access. Ballast cover: Cast bronze, supplied with Ys NPSM for direct 135 M 0 � line Volts moult, with stainless steel sits screw lode Flat for remote mount Lamp Type: Finish: Natural Blass (NB) and Verde Green Patina (VG). Fa . Pulse Start Meta( Halide Cert ification: ULl' isledto US .andCanadiansafety standards(or Lamp Watts wet locations. i 8 -111 ;o•• i= III _ :1111 =11 #.•;•.- Il l2f ii NPT DIRECT MOUNT REMOTE MOUNT JBR rrxxxd eroATm, pudm9ed i! �"'! ►4iirwsiti ry4f�"� eta U.S. PATENT D424,731 •uwautna¢.c XIM 1.0411NG RESMES THE FIGHT TO CHANGESPECNK•AMON3 WITHOUT NOTICE 02009 KIM LIGHTING INC. • P.O. BOX 60080, CRY OF INDUSTRY. OA 91718-0080 o TEL 628106 &5666 -FAX: 8261389.2695 5827009049 J& MW3311 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 iii Atlanta Blrm Ingham Charlotte Clnelnnatl Columbus Dallas Port Lauderdale Jeekson Jeeksonvllle Knoxville Louisville Memphis Nashville Rlehmond Tam pa G R E S H A M S M I T H A N D P A R T N E R S MARTHA JEFFERSON HOSPITAL OUTPATIENT CARE CENTER AT PROFFIT ROAD FINAL ARS SUBMISSION REVISION New- Date - Revklen 1 10-18 -20011 I ARB WAM MOM A I n- w2m I mm ODIOE m LIGHTING CUTSHEETS E1.05 !Nr e.71Z ---- .. - - - - -- DA %lOT13 %? %Ot°