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WPO201100017 Plan - VSMP Road Plan and Comps. 2011-05-04
I T nV EF 0 P M E '16\1'T DATA r_ ut —L— I EXISTING USE*. ADDRESS: 3263 PROFFIT RD. EALTH MARTHA JEFFERSON.H CHARLOTTESVILLE, VA 2 911 2—STORY MEDICAL OFFICE 10A0 S.F. (FOOTPRINT) 20,000 S.F. (GROSS) ARE CENTER OUTPATIEN @ TAX MAP 11D#: 032AO-02—,00-001 AO VIA DEED BOOK., D.B. 14159 PG, 057I CT ANNA DISTR R.IV/A 1\4 PROPOSED USE: EXPANSION 2—STORY MEDICAL OFFICE ALBEMARLE COUNTY, VIRGINIA 10s600 S.F. (FOOTPRINT) 21,200 S.F. (GROSS) 41,200 S.F. (TOTAL GROSS) ZONING: HIGHWAY COMMERCIAL (HC) F.I.N:AL 61�TE =U=TILITY BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21 a4) NOT TO EXCEED 65 —PROVIDED ANY STRUCTURE EXCEEDING 35' SHALL BE SET BACK N FROM ANY STREET RIGHT OF MAY, IN ADDITION TO MINIMUM YARD REQUIREMENTS, ADISTANCEOF NOT LESS. THAN 2' FOR EACH 1' OF HEIGHT IN EXCESS OF 35 Cn PROVIED: 2—STORY MEDICAL OFFICE @ 29' _V D I ELECTRICAL LEGEND AND NOTES MINIMUM YARD REQUIREMENTS: (PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1). ADJACENT TO PUBLIC STREETS: 0 STRUCTURES (EXCEPT SIGNS) 30' MIN, 4 ARMSTRONG MAPLE OFF STREET PARKING OR LOADING SPACE 10' MIN. LJ MAXIMUM NUMBER OF EMPLOYEES: 65,PEOPLE 2 RED MAPLE EXISTING PARKING: 79 EXISTING SPACES FOR EXISTING USE M 'PARKING REQUIREMENTS: 2 AUTUMN PURPLE 1 SPACE/200 S.F. NET OFFICE FLOOR AREA scale: 1" 2000' Q 0.80*41 s200 S.F. = 32,960 S.F. (NET) FIELD SUP.',r"_Y SOURCE: 1' 32,960 S.F./200 S.F., = 165 SPACES REQUIRED BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PAR"'UNG PROVIDED: PROVIDED 3Y OWNER PER ROGER W. RAY& 53 EXISTING PARKING SPACES (TO REMAIN) ASSOCIATED, INC. DATED FEBRUARY 18, 2009.1 145 PROPOSED PARKING SPACES (NEW) v_1 198 PARKING SPACES TOTAL (INCLUDING 8 HP) BENCHMARK: US COAST AND GEODETIC SURVEY Z155 ACREAGEJUSE AREA: TOP OF A CONCRETE POSIT, PARCEL SIZE: 4.13 AC. (179,903 S.F.) LOCATED AT THE INTERSECTION OF U.S.. RT. 29 BUILDING FLOOR AREA: 41,200 S.F. AND ST. RT. 649 GREENSPACE 16,880 S.F. (9%) 12.4' SE OF THE SW CORNER OF CRENSHAWS PROVIDED 13,113 S.F. (1.25)+22,635 S.F. 39,026 S.F. PRO GARAGE, INTERIOR LANDSCAPING* WEST OF THE NW CORNER OF GREENTOP AREA REQUIRED: 5% OF TOTAL PARKING AREA MOTE1;,- �0.05*121s823 S.F. = 6,092 S.F. REQUIRED AND 46.:x' NE OF THE CENTERLINE OF ST, RT. 2211354 S.F. PROVIDED 6491 E1.05 AND 85,5' NW OF THE CENTERLINE OF THE S.B.L. 1 TREE/1 0 PARKING SPACES REQUIRED: OF U.S. RT. 29. 198/10 = 20 TREES REQUIRED ELE'VATION=552.708 74 TD[7174Z ppovinim > Q z V) 4 z SERVICES \ Lai Ld OWNER. ,MARTHA JE-7-FFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (434)-982-7016 CONTACT: IMICHAEL R. SPATZ EMAIL: mic . hael.spatz@mjh.org INDEX ROAD FRONTAGE REQUIRED Cn E1.00 ELECTRICAL LEGEND AND NOTES 6 LARGE' OR 8 LARGE LONG ROUTE 29 0 8, MEDIUM 4 ARMSTRONG MAPLE 10% TREE CANOPY REQUIRED LJ Ld 2 RED MAPLE E1.01 M In 2 AUTUMN PURPLE 2.5' scale: 1" 2000' z ASH KOAD 215' in 4RED MAPLE z 5 SITE PLAN —ZONING PROPOSED: TREE CANOPY = 22,635. S.F. v_1 0 eo, Z�<Q E1.03 0 TOTAL TREE CANOPY PROVIDED: N J. Jc I A0., PROPOSED LEGEND EXISTING E1.04 LIGHTING CUT SHEETS PROVIDED 13,113 S.F. (1.25)+22,635 S.F. 39,026 S.F. PRO 100 F Z GREENLEAFHOLLY 4-5'HT STREET TREES a- AV ASPHALT PAVEMENT 1 =2PAVEMENT E1.05 Id 6 HT 3 150 456 > m ALONGROUTE649 Q z V) 4 z SERVICES \ Lai Ld OWNER. ,MARTHA JE-7-FFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (434)-982-7016 CONTACT: IMICHAEL R. SPATZ EMAIL: mic . hael.spatz@mjh.org INDEX SHEET NO. TITLE OF 15 COVER SHEET 2 OF 15 GENERAL NOTES 8c TYPICAL. DETAILS 3 OF 15 EXISTING CONDITIONS PLAN OF 15 DEMOLITION 8c TREE PROTECTION PLAN 5 OF 15 EROSION CONTROL NOTES AND DETAILS. 6 OF 15 INITIAL EROSION CONTROL PLAN k 7 OF 15 OVERALL EROSION CONTRO', PLAN OF 15 LAYOUT PLAN -SITE 9 OF1 5 UTILITY PLAN 10 OF 15 GRADING & DRAINAGE PLAN 11 OF1 5 DRAINAGE DESCRIPTIONS & ANALYSIS PROFFIT ROAD 12 " OF 15 STORM PROFILES HGL CALCULATIONS )13 OF 15 STORMWATER QU)ALITY ANALYSIS 14 OF 15 "'FILTERRA" INLET NOTES DE IIS 15 OF 15 STORMWATER QUANTITY ANALYSIS 1 OF 15 BMP/SWM DETAILIS LL -1 EXISTING LANDSCAPE PLAN LL -2 REMOVAL OF EXISTING PLANTS LL—S-- PROPOSED LANDSCAPE PLAN LL -4 PROPOSED LANDSCAPE PLAN TREE CANOPY CALCULATIONS ROAD FRONTAGE REQUIRED -PROVIDED E1.00 ELECTRICAL LEGEND AND NOTES 6 LARGE' OR 8 LARGE LONG ROUTE 29 0 8, MEDIUM 4 ARMSTRONG MAPLE 10% TREE CANOPY REQUIRED LJ Ld 2 RED MAPLE E1.01 SITE PLAN—LIGHTING In 2 AUTUMN PURPLE 2.5' scale: 1" 2000' L0 ASH KOAD 215' in 4RED MAPLE z 5 SITE PLAN —ZONING PROPOSED: TREE CANOPY = 22,635. S.F. v_1 0 eo, Z�<Q E1.03 0 TOTAL TREE CANOPY PROVIDED: N J. Jc I A0., PROPOSED LEGEND EXISTING SHEET NO. TITLE OF 15 COVER SHEET 2 OF 15 GENERAL NOTES 8c TYPICAL. DETAILS 3 OF 15 EXISTING CONDITIONS PLAN OF 15 DEMOLITION 8c TREE PROTECTION PLAN 5 OF 15 EROSION CONTROL NOTES AND DETAILS. 6 OF 15 INITIAL EROSION CONTROL PLAN k 7 OF 15 OVERALL EROSION CONTRO', PLAN OF 15 LAYOUT PLAN -SITE 9 OF1 5 UTILITY PLAN 10 OF 15 GRADING & DRAINAGE PLAN 11 OF1 5 DRAINAGE DESCRIPTIONS & ANALYSIS PROFFIT ROAD 12 " OF 15 STORM PROFILES HGL CALCULATIONS )13 OF 15 STORMWATER QU)ALITY ANALYSIS 14 OF 15 "'FILTERRA" INLET NOTES DE IIS 15 OF 15 STORMWATER QUANTITY ANALYSIS 1 OF 15 BMP/SWM DETAILIS LL -1 EXISTING LANDSCAPE PLAN LL -2 REMOVAL OF EXISTING PLANTS LL—S-- PROPOSED LANDSCAPE PLAN LL -4 PROPOSED LANDSCAPE PLAN TREE CANOPY CALCULATIONS ROAD FRONTAGE REQUIRED -PROVIDED E1.00 ELECTRICAL LEGEND AND NOTES 6 LARGE' OR 8 LARGE LONG ROUTE 29 VICINITY MAP 8, MEDIUM 4 ARMSTRONG MAPLE 10% TREE CANOPY REQUIRED LJ Ld 2 RED MAPLE E1.01 SITE PLAN—LIGHTING 4.13 AC.*43,560 S.F./AC.*0.10 = 17,990 S.F. REQUIRED 2 AUTUMN PURPLE 2.5' scale: 1" 2000' 452 ASH EXISTING TREE CANOPY 13,113 S.F., 215' I V i, _tl' .0. r 7 B�, 4RED MAPLE E1.02 SITE PLAN —ZONING PROPOSED: TREE CANOPY = 22,635. S.F. v_1 0 eo, 1.51 E1.03 LIGHTING CUT SHEETS TOTAL TREE CANOPY PROVIDED: N J. Jc I A0., PROPOSED LEGEND EXISTING E1.04 LIGHTING CUT SHEETS PROVIDED 13,113 S.F. (1.25)+22,635 S.F. 39,026 S.F. PRO 100 F ILEXOPACE GREENLEAFHOLLY 4-5'HT STREET TREES 56 AV ASPHALT PAVEMENT 1 =2PAVEMENT E1.05 LIGHTING CUT SHEETS 6 HT 3 150 456 > ROAD ROAD FRONTAGE REQUIRED -PROVIDED ROUTE 29 300' 6 LARGE' OR 8 LARGE LONG ROUTE 29 8, MEDIUM 4 ARMSTRONG MAPLE z LJ Ld 2 RED MAPLE 15- RICHMOND, VIRGINIA 23219 Li = 2 AUTUMN PURPLE 2.5' V) 452 ASH ROUTE 6491 215' 4 LARGE 4RED MAPLE >"C - 0 . I 0/\I1IItAr1%i 1)r_vvr_I_\ L -1114E- 1 11 PROPERTY LfNEJ WATER LINE SANITARY SEWER q.- NORM PIPE WATER LINE - _7 DRAINAGE STRUCTURE NUMBER 12 POWER LINE U DENOTES UNDERGROUND 174,1 PROPOSED FINISHED GRADE CONT OUIR ELEVATION ELECTRICAL LINE — 0 DENOTES OVERHEAD IMPERVIOUS AREA: EXISTING CONDITIONS = 55,335 S.F. (31%) r PROPOSED DEVELOPMENT I 9,A82 S.F (66%) lI NATERSHED.- 1 iNA ilL K RIVA t 'BEI OW WATEER 'NTAK` N 0 R T�'. 1 71; 1, 1 J21 - r Re J Ar' r; NERA {IEDAL )"D EA` fTA L OF =1 N D U S E 0 D E 7 2,0 ]MIEDI"AL OFFI�`1 "W" "NG IP " 1_3 Er F -ORE YOU DIG CALL 0ALY; '1 4-110 -1,11 r) 1-800-352-7001 -r - 0 CT '(' 11*1 M —AK- 9!, 'I/P JH I IF 2 OURSEL r I VE "YORK -in ""C H 01 _'H �v J r, i P�- " I �/r' - _ ---------- ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP atUj z 0- Z W 2 '20 m 0 i -z Uj 0 LLJ in > LLI L -It L 0 LONG ROUTE 29 - 801 E. MAIN STREET, SUITE 1000 z LJ Ld ARMSTRONG MAPLE 15- RICHMOND, VIRGINIA 23219 Li = L" 2.5' V) 452 PHONE NO. : (804)782-1903 V) 0 6-7* HT Z 124 FAX NO. (804)782-2142 K v_1 DWARF BURFORD HOLLY 1.51 23 E—MAIL rmckinney@rkk.com 1,311 N AZALEAS PLEASANT WHFrE ATTIN. RACHAEL McK!NNIL----Y, P.E. U) 0 10 100 F ILEXOPACE GREENLEAFHOLLY 4-5'HT 2 56 112 DWARF BURNING BUSH PINUS NIGRA AUSTRIAN PINE 6 HT 3 150 456 > -20. 4,102 ALONGROUTE649 4,481 0 AR JACER RUBRUM"CRIMSONKING" IRED MAPLE Zg' (A ry r) GREEN VASE ZELKOVA 2,51 6 EXISTING TREE CANOPY CALCULATIONS 3,060 z iSYRINGA RETICULATA JAPANESE TREEULAC 61-8 KEY BOTANICALNAMECOMMON NAME CAUPER QTY. 10 YR CANOPY COVERAGE ALLOWANCE 10YRCANOPY COVERAGE 0 LONG ROUTE 29 - ALONG ROUTE 29 z LJ AA ACER RUBRUM 'ARMSTRONG' ARMSTRONG MAPLE 15- E ACER SACCHARUM SUGAR MAPLE 2.5' 1 5 452 2,260 DW CORNUS FLORIDA WHITE DOGWOOD 6-7* HT 2 124 2481 K ILEXCORNUTA DWARF BURFORD HOLLY 1.51 23 57 1,311 N AZALEAS PLEASANT WHFrE 10 10 100 F ILEXOPACE GREENLEAFHOLLY 4-5'HT 2 56 112 DWARF BURNING BUSH PINUS NIGRA AUSTRIAN PINE 6 HT 3 150 456 -20. 4,102 ALONGROUTE649 4,481 PARKING INTERIOR AR JACER RUBRUM"CRIMSONKING" IRED MAPLE Zg' B ZELKOVA SERRATA GREEN VASE ZELKOVA 2,51 6 510 3,060 0 iSYRINGA RETICULATA JAPANESE TREEULAC 61-8 2 143 286 C ACER RUBRUM REDSUNSET MAPLE 2-S, 2 452 90 F LEXOPACE 0 ii 4-5'HT 3 56 168 T _GREENLEAFHOLLY ACER PALMATUM JAPANESE MAPLE 6'-7' HT 2 163 326 L SPIREA BUMALDA CRISPA LEAF SPIREA 1,356 33 7 231 M -JUNIPERUSCHINENSIS 464 NI SCOMPACTILINIPER 15'-2.5' 19 11 209 W ISPIREAJAPONICA 4'A PRINCESS 5PIREA SMGNOUA 30 7 210 2 TAXUS BACCATA REPANDENS DWARF YEW 4'-5' 28 28 784 G PINUS NIGRA AUSTRIAN PINE 6' HT 113 ISO 150 A ULMUS PARVIFbLA DYNASTYELM 11 1 423 423 WP PINUS STROBUS WHITE PINE 4'-5' 12 1 119 1,416 1 145 145 TO THUJA OCCIDENTALIS" EMERALD" EMERALD GREEN ARBORVITAE S'HT 8,167 ,CREENING 100 ZS ZELKOVA SERRATA ZELKOVA I . 2.5' 2 A ULMUS PARVIFOLIA DYNASTY ELM WHITEAZALEA 1 423 1 423 W SPIREAJAPONICA 1PRINCESS SPIREA 1 1 6 1 7 1 42 BD CORNUSS. F. BAILEY REDTWGDOGWOOD 24 72 1,728 465 DWARF BURNING BUSH a 5 4C IH ILEX CRENATA HELLER HELLERI HOLLY 23 16 1 368 IG ILEXCLABRACOMPACTA IDWARFINKBERRY TOTAL 13,113 tl BOTANICALNAME COMMON NAME CALIPER QTY . 10YRCANOPY COVERAGE I ALLOWANCE 10YRCANC1Y COVERAGE 's 0 LONG ROUTE 29 - 0 z LJ AA ACER RUBRUM 'ARMSTRONG' ARMSTRONG MAPLE 15- 4 177 400 AR JACER RUBRUM"CRIMSON KING" RED MAPLE 2.5" 2 452 < CA 1FRAXINUS AM. "AUTUMN PURPLE" AUTUMN PURPLE ASH 2.5' 5 371 1,855 TO T,i.U,'AOCCIDENTAUS"Et/ERALD" EMERALD GREEN ARBORVITAE 51 HT a 10 Lij LLj AZ JAZALEA DELVALLEY WHITE VVKTEAZALEA 45 5 225 BP BERBERIS TH. V. A. CRIMSON PYGMY PYGMY13ARBERRY 31 10 31 EA EUONYMUS ALATA COMPACTA DWARF BURNING BUSH 4 5 LLJ CC -20. 4,102 ALONGROUTE649 AR JACER RUBRUM"CRIMSONKING" IRED MAPLE Zg' 4 452 IC JILEXCRENATACOMPACrA ICOMPACTA HOLLY 44 16 704 JY JUNIPERUSCH_ A. YOUNGSTOWN IYOUNGSTOWNJUNIPI (D 12 11 -732 44 9 27 0 2,644 PARKING INTERIOR 0 ii AG 1ACERGRISEUM PAPERBARK MAPLE & HT 6 89 528 1AC ERRLNRUM "CR I MISON KING" RED MAPLE 2.5" 3 452 1,356 j,.'R rL 1A RIVERBIRCH 25. 7 464 3,248 NH III-EX.NEWE R STEVENS NELLIE STEVENS HOLLY & HT 21 4' 4 4'A NU 1MAGNOLIA "JANE" SMGNOUA GHT 2 28 S6 PN JPINUS NIGRA AUSTRIAN PINE VHT 2 1S0 3w PS PINLISSTROBUS WHITE PINE 6 HT 4 113 472 PP PRUNUS C. "THUNDERCLOUD" PURPLELFAF PWM 6 HT 2 143 296 09 QUERCUS PHELLOS WILLOWOAK 2.5" 4 429 1,676 ,B SAUX BABALONICA WILLOW OAK HT 1 145 145 TO THUJA OCCIDENTALIS" EMERALD" EMERALD GREEN ARBORVITAE S'HT 10 10 100 ZS ZELKOVA SERRATA ZELKOVA I . 2.5' 2 395 79C AZ AZALEA DEL VALLEY WHITE WHITEAZALEA 23 5 115 BP 1BERBERISTH. V. A. CRIMSON PYGMY PYGMY BARBERRY 31 10 31C BD CORNUSS. F. BAILEY REDTWGDOGWOOD 24 72 1,728 EA EUONYMUS ALATA COMPACTA DWARF BURNING BUSH a 5 4C IH ILEX CRENATA HELLER HELLERI HOLLY 23 16 1 368 IG ILEXCLABRACOMPACTA IDWARFINKBERRY 51 23 1'1.73 IV ILEXVERTICILLATA JVANTERRERRY 3 41 123 JY JUNIPERLISCH, A. YOUNGSTOWN IYOUNGSTOWN JUNIPER 70 11 770 ND NANDINA D.A. CULFSTREAM JDWAR6 NANDINA 7 17 i19 14,1$ SCREENING AR ACER RUBRUM"CRIMSON KING' RED MAPLE 1 2,5" 1 1,1 452 452 C1 CRYPTOMERIAJAPONIrA CRYPTOINERIA HT 1 123 123 TO THUJA OCCIDENTALIS "EMERALD" -EMERALD GREEN ARBORVITAE THT 3 1 10 30 BP BERSERISTH. V. A. CRIMSON PYGMY PYGMY BARBERRY 36 1 10 360 JY JUNIPERLISCH A YOUNGSTOWN YOI INCSTOWN JUNIPER 67 11 737 1702 TOTAL 22,635 Elp DENOTES EDGE OF PAVEMENT GAS LINE ;APPROVALS TIC DENOTES TOP OFCURB , CULVERT OR STORM SEWER PIPE - FIRE HYDRANT DEPARTMENT OF COMMUNITY DEVELOPMENT DENOTES FACE OF CURB EXISTING CONTOUR ELEVATION {MEASURED TO BACK UE ANY NULL tAUL CURB) 8/c DENOTES BACK OF CURB OTES4 1, ALL STORM IPIPE LENGTHS ARE MEASURED FROM ,_,ENTER 1,_`,F DRAINAGE STRUCTURES (D,11. OR iivi.H,) ER LENGTHS I -ARE id `U D 'DA SEW' P1 P rE A FrJ 21 ALL IN INSIDE S)URFAICEIS 1 )IF "N'lANHOUES) ( -d EINGTH\ UIP'PrER S31_,\TJ1101;W— 10WER iCONTRA CTO OR 1c,' TO MAKE HIS OWN TAKE—OF i,' -),N P1 NS I -.0t I I., rr i fu� AS ANY QUPATITICS SHOWN ARE APPROXIMAJE- "AN11LY 71101 SHOW `j""01DE O)IF CIRK 4, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND , — FI1 NAL ACCEPTANC CONSTRUCTION AND UTIL1IY LINES. ,E OF ALL TORM 'NATER iMANA`0MENT CO'N70"AC'TOR SHALL C-C)NIPLY WITH VIRGINIA S nl:-pa� tJiT� A "'FORM WATER 'POLLUTION PREVENTION Plj2IIIN SHALL BE 'TOR '–OR "HI` ITED T i\,I-r E"AE-1 OPED AND IMPILEMIC–l"! I _rU 3Y , HE CO I RAC I L _T CONSTRUCTIOIN A011VIly ri.ANNtm / ZONING ENGINEER APPROW-D by the Albemarle County INSPECTIONS Communitv Develooment t)pm; Date S-_ A RB File topo gott gpgI17 DEPARTMENT 0"FE FIRE RESCUE ="LBE'd'AR' E U -N, _1� SERVICE 'Uri 0, .d3 Vd R G3 I t� I 1A "ET3'R]m1f_ I Ji liiAl z'�') 1, 1� Ld EA, 1 TH DEPARTMENT --,— DATE 0-j 0 0 0 0 4 < LLJ z z 0 < :D 0) It Li < 0 Z L.Li 0r') m 0 0 0 0 ry - 0 z LJ Ld ry LTJ LLJ > 400 LL! ry Q) Q� X_ < :D 0) It Li < 0 F— w LLL z 0 Z < m 0 A 00 w _zs 0 (-) - z Lij Ld 400 Q) Q� X_ < Q) < :D 0) It Li < 0 F— w LLL z 0 Z Z < 0 < m 0) 0 00 m 0 A 00 w _zs 0 - z 400 Q) Q� X_ LU 1Z Q) Lij LLj Q0 LLJ CC C) 0 (D 44 9 27 0 0 ii START GENERAL NOTESASPHALT t•- EROSION CONTROL PLAN AND SHALL BE 1NSTALLE3 PRIOR . TO ANY CLEARING GRADING OR OTHER coNSTRucIIaN: �» SUBBASE 1, y";FISTING UTILIIES Id'I A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND /DOT#21 •--13 -STONE All SLOPES AND DISTURBEDTO BE FERTILIZED, AND THE LOCATION OF E:;ISTING SEWER, 5IATER, POWER, GAS, TELEPHONE, AND 10, EL cn/ATIONS {`jN IRHE P NNS ARE tO DATUM ESTABUSHED BY HIE ?.G;S: OF :.} �� + .� a �_ ;,' ' . : 4 ::',: '1'; ,°. COMPACTED TO THE ,FINISHED SUBGRADE OR GRADES AS SHOWN ON THE 5. OTHER (.UTILITIES AND STRUCTURES WHICH ARE LOCA1ED ACROSS, UNDERNEATH, THE N.O.A.A• SUBGRADE TO BE COMPACTED Q 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION ALONG AND WITHIN THE LIMITS OF .THE PROPOSED WORK ARE NOT NECESSARILY 11. A LONGITUDINAL DROP INLET (ON GRADE) SHALL BE POURED WITH THE '---TO 95% STD. PROCTOR DENSITY - NO SCALE NO SCALE SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND CUTTER UNLESS 4 2t OPTIMUM (MOISTURE L SLOPES OF 3:1 OR BETTER ,IRE TO BE ACHIEVED: PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND SPECIFICALLY NOTED OTHERWISE ON THE PLANS. PAVEMENT DETAIL 'Aj 10' AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS PROTECTION CENTER ("KISS UTILITY-) AT 1-800-552-7001 AND, AT HIS OWN 12. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING { r COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES A VIRGINIA CER11FEID PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED NO SCALE ( DRIVE AISLES) COUNTY ENGINEER, OR DESIC-4EE, IT IS DEEMED NECESSARY IN ORDER TO STAB€UZE A DRAINAGE CHANNEL. `-----COMPACTED WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER UPON BY THE OWNER IN WRITING. COPIES OF ALL SITEWORK CUT SHEETS ARE TO 6 0.1"a D ,1 'IMMEDIATELY IF THERE APPEARS TO HE A CONSTRUCTION CONFLICT OR UPON BE FURNISHED TO ENGINEER FOR THIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR441441444-41441 2" 4" SM -2 5A ASPHALT SM vI, DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLAN. THE CONTRACTOR SHALL SHALL BE ]LIABLE FOR ANY ADVERSE CONSEQUENCES IF CUA' SHEETS ARE NOT B. S" VDOT DOT #21-8 STONE HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH PROVIDED .TO ENGINEER € OR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS � /. LETTERS: HIS CARELESSNESS OR NEGLIGENCE. ANY GRADE :STAKES, HUBS, ETC. DESTROYED REVIEW TO BE BORNE BY CONTRACTOR. SUBGRADE TO BE COMPACTED B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED I ; SJ.13 WILL BE REPLACED. AT THE CONTRACTORS EXPENSE JOINT FILLER 'r0 95% STD. PROCTOR DENSITY I PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC GENERAL WATER SEWER CONDITIONS 2 OPTIMUM MOISTURE N -41 SIDEWALK D ETA I L WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE PAVEMENT DETAIL 'B' ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR FIRE LANE LOCATIONS SHALL BE OF WORK ON THE PROJECT: LLJ Q� PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY FIRE LANE DESIGNATION THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE 12" X 6„ , NO SCALE 2. MATERIALS AND WORKMANSHIP OF T11E WORK NO SCALE (MAIN DRIVE ACCESS) SITE PLAN, YELLOW CURB MARKING ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITll THE LATEST EDITIONS OF: 2; THE LOCATION OF EXISTING nUTIES ACROSS THE LINE 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 7" AIR ENTRAINED 3000 STANDARDS" AND "ROAD BRIDGE SPECIFICATIONS". ON HIS OWN INMATCVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, PSI CONCRETE WITH (B) APPUCABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS. 3. ALL' MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE GENERAL WATER W4.OxW4.0, 6"x6" (C) THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY, WELDED WIRE FABRIC 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). DEVIATION PLANSPLANS a d'' S" 3. NO DEVIATION FROM THESE PLANS WILL HE 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 8" AND WATERLINES, ETC. 4. CLEARING AND GRUBBING 7. ALL WATER ANI? SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. A. ALL GROWTH OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS 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 CRUSHED AGGREGATED BASE COURSE AREAS AS WELL AS AREAS INDICATED TO BE GRADED ON THE PLANS A FUTURE EXTENSION OF THE LINE. VDOT# 21B B. AH CLEARING AND GRUBBING WITHIN THE UTIUTY EASEMENTS AND SPECIAL COMPACTED SUBGRADE FILL AREAS. SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT " GENERAL CONSTRUCTION NOTES THE IMPROVEMENTS SHOWN ON THE PLANS. CONCRETE PAVEMENT DETAIL C. ALL TREES, BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF ALBEMARLE COUNT 1 ENGINEERING NO SCALE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER ANDENGINEER;.BURNING 6" 2' 0" HIS PERMITS WILL HE OBTAINED BY THE CONTRACTOR AT H S EXPENSE. 1. PRIOR TO ANY CQNSTRUCTON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING .CONNECTION T 4" 2" 3000psi AIR D. ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD TO ANY EXISTING ROAD, A PERMIT SHALL 13E OBTANED FROM .HE VIRGINIA DEPARTMENT OF 2" RADIUS2" RADIUS ENTRAINED INTERSECTIONS SHALL BE REMOVED SO AS TO OBTAIN THE MAXIMUM SIGHTCONCRETE DISTANCE AT EACH INTERSECTION TRANSPORTATION IVDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS.10 " OF THE PERMIT.. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. CONC. TO BE ,CLASS A -3a w[ . 4• A. 5. TOPSOIL STRIPPING 2. ALL MATERIALS AND CONSTRICTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS IF .CAST .1N PLACE, cc) SURFACE CONTRACTOR SHAH REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL CLASS A4 IF PRECAST 4 OF V.D.O.T. UNLESS OTHERWISE. NOTED. AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR RENIOVE BASE THE TOPSOIL FROM THE SITE AT OWNERS DIRECTION. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED m° THE DEPTH OF THE .TRENCH TO.OBTAIN 95%. DENSITY AT OPTIMUM Ir MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE., ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. - PLACE �° cA v " nTrrEss ' .aasT PAINTED 61-06 TO INDICATE VALVE LCCATiON AS DIRECTED MARKER LCCATIOWMAY BE`:SUBJECT 3) IF 1N THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED TO HIGNAY.t7EPAf;TMENT APPKpVAL - GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND . ACCEPTABLE FINISHED` GRADE MATERIAL USED FOR BACKFILLING SHALL HE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES SELOW.THE s BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED ' aDJus As VA t YE: Sox iv/ LID AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE ; �' 3INGHAM TAYLOR FIG. NO, 49PS INSTALLATION REQUIREMENTS, TRENCHES SHALL NOT BE CUT OVER 16 INCHES I Aj (StR W TYPE) OR- APPR4YEv 'EQ1AL WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION. MATERIAL IS ENCOUNTERED I ; 8, BASE AND PAVEMENT ITEMS SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS A. B , AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPUE:D, ; B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS - - �-- '�.�+ QA E --VALVE AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPIN- r! _ FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY .OFFICIALS PRIOR TO EMPLACEMENT, ! C PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND IYVATEtR UNE I ) t ;APRIL I WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY j OFFICIALS AND. THE OWNER. 1 �WHICH PUG I. TESTED I D, WHEN USING PJG MILLED AGGREGATE RASE :;IAT_RIT,_ S ONCRETE r -. G 1 T' f t t T a -r t, ig FOR < I RUST"5LOCX a 1L j` �'x F.ttiN� strP I BY , DO< OrFiCIALS AT THE t LANT, ?HE TT �T WILL BE ::COD rOr; 9O ?OA(S -\ / a. ONLY, ADDITIONAL ?N PLACETEST SHALL BE NHA1sE AFTER 90 DAYS, E. INHENI LOCAL BASE AATERIAL •,""I`YPE Il) IS PROPOSED FOR ROAD BASE, 11' I 1 A SHALL BE TESTED ,AND APPROVED - BY 'VI CT' OFFICIALS PRIOR TO BEI�,G�,- 1 USED, •J.PNER AND A.,'r' 14IFFECTED �/ERt'IME:iT;AL OFFICIALS SIaAL.. ALSO 1 WaEL, .. ;NnAPPROVED LOCAL BASE MATERIALS 'OR ';;:y, CCx#TACTi0N, • . � 1 AND CONSISTENCY ONCE IT I-1AS SEEN PLACED IN ROADWAYS. � t I F"(P,I, CAL, CAE 1A;LV- z ALL ETPA4CE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BYTHE _ r;Ts �, T r. i t IC r r ,j 1 Pt I s r', C �e , ,OMPA }CR A ?I._ 11.X1-=. SE . R.Q.s TO _ IS ACTION. A _ .;THa_R ?` .MITa FIG. {�,:-•.'+�,r ;.�: <tal. f�_j' i'r. -�y ,r^ 'ii :c+'+" a-, t' �" "' I1. Y- ry.a THE i i',!•r '( ? F 3' '�.� 'I`" PROJECT ;s= -AUS 83E 8TAI +�"t =(H C. s ! �I4D..1.:, EKE T 1. 1 {Jaa� rm IL10 ? n 1-'0iNTt ' � PER K _I• ; I CTION 1',T THE CONTRACTORS �X PENSE.) 2�L•iCR PRIOR I� �.,�.IS.R.�v 1 1. .Ai ,�® .J RESERVED PARKING R7-8 12" x 18" TOW - AWAY ZONE R7•-201 12" x 6" Lr r F?i AU PROVIDE 1"0 "NEEP HOLES (T`fP) SEE STRUCTURAL DRAWINGS FOR FOOTING DETAILS . G" DIA. CONC. FILLED STL. BOLLARDS (3 THUS) CENTERED IN ENCLOSURE- PTD SET IN CONC. 3'-0" BELOW GRADE, EXTEND 4'-0" ABOVE GRADE 4" . BRICK' VENEER EXPANSION JOINT - 4 . " q4 --HOLES IN CONC. 9 •d FOR CANE LATCH RODS a � . 4- .4 q 4 A q 8'-0" HIGH HEAVY DUTY CHAIN LINK a . d • GATE WITH PRIVACY SLATS. PROVIDE ° HOLES IN CONC, FOR CANE LATCH RODS FOR DOORS IN OPEN POSITION DUMPSTER ENCLOSURE PLAN ';('.AI F- 1/4" = V-0 SIDES & REAR INT GATE FRAME TO MATCH E.I.F.`, ECIAL COPING BRICK iDY BRICK TO MATCH BUILDING 4 x 6 PVC GATE FACE W/ 1/4" INTED TO MATCH E.I.F.S. COLOR FACE BRICK -- t� CD CDw z 0 1 Ln TIIRU WALL FLASHING W1 WEEPS @ 32" O.C. FINISHED GRADE ---\ 6. GRADING t•- EROSION CONTROL PLAN AND SHALL BE 1NSTALLE3 PRIOR . TO ANY CLEARING GRADING OR OTHER coNSTRucIIaN: �» SUBBASE � „ 1 - 0 4" #57 STONE Id'I A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND 4. All SLOPES AND DISTURBEDTO BE FERTILIZED, AND CONDITIONS WARRANT. �.. :.} �� + .� a �_ ;,' ' . : 4 ::',: '1'; ,°. COMPACTED TO THE ,FINISHED SUBGRADE OR GRADES AS SHOWN ON THE 5. � WHERE REASONABLEDED THE MAXIMUM SLOPEISAREAS 2 E (HORIZONAL:VERTICAL)Y OBTAINABLE, LESSER t+ V. D.O.T• STD. CG -2 , l BB�E�D+DING i/ . D.O.T. STD. t G- 6 Q 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE -� BELOW FIN. FLR. NO SCALE NO SCALE ON A WHITE REFLECTORIZED sly4 CBR TEST RUN AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY L SLOPES OF 3:1 OR BETTER ,IRE TO BE ACHIEVED: NEW .' •. '• - 10' AFFECTED GOVERNMENTAL AGENCIES ANY TEST WHICH SHOW A CBR OF LESS 6. PAVED, RIP -RAP OR STABILIZATION MAT UNED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE { r OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS_. IF THAN 10, €N SUCH CASE ROAD PAVEMENT DESIGN MAY HAVE TO BE RE- ! 2-00 l 1.50 COUNTY ENGINEER, OR DESIC-4EE, IT IS DEEMED NECESSARY IN ORDER TO STAB€UZE A DRAINAGE CHANNEL. `-----COMPACTED SUBGRADE-----'* MAX I M U FINE 6 0.1"a D ,1 DESIGNED TO MEET WITH THE ACTUAL SOIL CONDITIONS ENCOUNTERED 7• ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC w 4" GRANULAR FILL vI, FILLER 1 B. IF UNSUITABLE MATERIAL IS ENCOUNTERED WITHIN THE ROADWAY, PARKING 3.86 HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. 3.21 0..-18 �fi.26 $500 /. LETTERS: AREA OR ANY SPECIAL FILL AREA, IT SHALL BE REMOVED FROM THE ENTIRE Ls! CONTROL DEVICES. B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED I ; SJ.13 AA ' JOINT FILLER I PROPOSED PAVED AREA OR FILL AREA AND REPLACED WITH SELECT BACKFILL 8. UNLESS OTHERWIISE. NOTED A•"L.. CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE --CLASS Ill. GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. N -41 SIDEWALK D ETA I L 'WHICH IS SUITABLE FOR ROADWAY (OR BUILDING SITE) CONSTRUCTION AS 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR FIRE LANE LOCATIONS SHALL BE < LLJ Q� PER 'VDOT' REQUIREMENTS AND ANY SPECIAL REQUIREMENTS OF THE COUNTY FIRE LANE DESIGNATION THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CLEARLY INDICATED ON THE SUBMITTED 12" X 6„ , NO SCALE OWNER, ENGINEER, AND ANY AFFECTED GOVERNMENTAL AGENCIES.. L I _ SITE PLAN, YELLOW CURB MARKING 12" OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR HANDICAPPED SPACES SHALL BE C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 957. STD. PROCTOR NO SCALE CONCRETE AND APPROVED SIGNS, POSTED AT BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE _ IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY ry Z TO INTERVALS ARE THE 0 <C Ld DENSITY AT OPTIMUM MOISTURE •t--2% UNLESS SPECIFIED OTHERWISE ON THE AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO STANDARD MEA NS BY WHICH TO NO 3" CMU HANDICAPPED PERSONS. THE LOWER INSURE A SOUND. BACKFILL AROUND AND OVER THE PIPE. PLAN. NOTE: DELINEATE FIRE LANES PARKING EDGE OF SIGNS SHALL BE AT LEAST. 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT FIRE A GROUT WALL SOLD FOUR (4) FEET ABOVE -GRADE, BUT D. ALL GRADING OPERATIONS SHALL BE DONE IN SUCH A MANNER SO AS TO PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY LANE NO HIGHER THAN SEVEN (7) FEET PROVIDE POSITIVE DRAINAGE AT ALL TIMES. 5' AND EXPIANSIO!,I JOINTS AT NO MORE THAN BUILDING TOWING z ABOVE -GRADE. 20' INTERVAILS. FLOOR ELEV.. REFER TO THE VIRGINIA MANUAL 53 -- E. AT ALL ROAD INTERSECTIONS ' IN A CUT SECTION, .THE BACK SLOPES AND JOINT SEALING OF UNIFORM TRAFFIC CONTROL (ENFORCED � 7- HANDICAPPED PARKING SIGN VEGETATION SHALL BE CUT BACK WITH AT LEAST 3:1 BACK SLOPES SO AS. TO JOINT SEALING MATERIAL MATERIAL DEVICES FOR STREETS AND 6" CONCRETE 3000 PSI @ 28 DAYS SIGN WHERE PROVIDE. THE BEST POSSIBLE SIGHT DISTANCE VARIES FACE OF HIGHWAYS o- U DESIGNATED ON PLANS) F" STANDARD SPRING BOXES (SB -1) AND UNDERDRAIN SYSTEM (UD -1 UD -2) CURBIN 5" CONCRETE BROOM .FINISHED BUILDING THE DEPTH OF THE .TRENCH TO.OBTAIN 95%. DENSITY AT OPTIMUM Ir MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE., ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. - PLACE �° cA v " nTrrEss ' .aasT PAINTED 61-06 TO INDICATE VALVE LCCATiON AS DIRECTED MARKER LCCATIOWMAY BE`:SUBJECT 3) IF 1N THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED TO HIGNAY.t7EPAf;TMENT APPKpVAL - GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND . ACCEPTABLE FINISHED` GRADE MATERIAL USED FOR BACKFILLING SHALL HE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES SELOW.THE s BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED ' aDJus As VA t YE: Sox iv/ LID AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE ; �' 3INGHAM TAYLOR FIG. NO, 49PS INSTALLATION REQUIREMENTS, TRENCHES SHALL NOT BE CUT OVER 16 INCHES I Aj (StR W TYPE) OR- APPR4YEv 'EQ1AL WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION. MATERIAL IS ENCOUNTERED I ; 8, BASE AND PAVEMENT ITEMS SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS A. B , AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPUE:D, ; B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS - - �-- '�.�+ QA E --VALVE AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPIN- r! _ FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY .OFFICIALS PRIOR TO EMPLACEMENT, ! C PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND IYVATEtR UNE I ) t ;APRIL I WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY j OFFICIALS AND. THE OWNER. 1 �WHICH PUG I. TESTED I D, WHEN USING PJG MILLED AGGREGATE RASE :;IAT_RIT,_ S ONCRETE r -. G 1 T' f t t T a -r t, ig FOR < I RUST"5LOCX a 1L j` �'x F.ttiN� strP I BY , DO< OrFiCIALS AT THE t LANT, ?HE TT �T WILL BE ::COD rOr; 9O ?OA(S -\ / a. ONLY, ADDITIONAL ?N PLACETEST SHALL BE NHA1sE AFTER 90 DAYS, E. INHENI LOCAL BASE AATERIAL •,""I`YPE Il) IS PROPOSED FOR ROAD BASE, 11' I 1 A SHALL BE TESTED ,AND APPROVED - BY 'VI CT' OFFICIALS PRIOR TO BEI�,G�,- 1 USED, •J.PNER AND A.,'r' 14IFFECTED �/ERt'IME:iT;AL OFFICIALS SIaAL.. ALSO 1 WaEL, .. ;NnAPPROVED LOCAL BASE MATERIALS 'OR ';;:y, CCx#TACTi0N, • . � 1 AND CONSISTENCY ONCE IT I-1AS SEEN PLACED IN ROADWAYS. � t I F"(P,I, CAL, CAE 1A;LV- z ALL ETPA4CE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BYTHE _ r;Ts �, T r. i t IC r r ,j 1 Pt I s r', C �e , ,OMPA }CR A ?I._ 11.X1-=. SE . R.Q.s TO _ IS ACTION. A _ .;THa_R ?` .MITa FIG. {�,:-•.'+�,r ;.�: <tal. f�_j' i'r. -�y ,r^ 'ii :c+'+" a-, t' �" "' I1. Y- ry.a THE i i',!•r '( ? F 3' '�.� 'I`" PROJECT ;s= -AUS 83E 8TAI +�"t =(H C. s ! �I4D..1.:, EKE T 1. 1 {Jaa� rm IL10 ? n 1-'0iNTt ' � PER K _I• ; I CTION 1',T THE CONTRACTORS �X PENSE.) 2�L•iCR PRIOR I� �.,�.IS.R.�v 1 1. .Ai ,�® .J RESERVED PARKING R7-8 12" x 18" TOW - AWAY ZONE R7•-201 12" x 6" Lr r F?i AU PROVIDE 1"0 "NEEP HOLES (T`fP) SEE STRUCTURAL DRAWINGS FOR FOOTING DETAILS . G" DIA. CONC. FILLED STL. BOLLARDS (3 THUS) CENTERED IN ENCLOSURE- PTD SET IN CONC. 3'-0" BELOW GRADE, EXTEND 4'-0" ABOVE GRADE 4" . BRICK' VENEER EXPANSION JOINT - 4 . " q4 --HOLES IN CONC. 9 •d FOR CANE LATCH RODS a � . 4- .4 q 4 A q 8'-0" HIGH HEAVY DUTY CHAIN LINK a . d • GATE WITH PRIVACY SLATS. PROVIDE ° HOLES IN CONC, FOR CANE LATCH RODS FOR DOORS IN OPEN POSITION DUMPSTER ENCLOSURE PLAN ';('.AI F- 1/4" = V-0 SIDES & REAR INT GATE FRAME TO MATCH E.I.F.`, ECIAL COPING BRICK iDY BRICK TO MATCH BUILDING 4 x 6 PVC GATE FACE W/ 1/4" INTED TO MATCH E.I.F.S. COLOR FACE BRICK -- t� CD CDw z 0 1 Ln TIIRU WALL FLASHING W1 WEEPS @ 32" O.C. FINISHED GRADE ---\ WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER FIELD t•- --"-25' :1' MIN. CROSS SECTION 4 < Id'I > FOR FOOTING DETAILS 1 PLANS FOR FINAL DETAILS CONDITIONS WARRANT. �.. :.} �� + .� a �_ ;,' ' . : 4 ::',: '1'; ,°. L SIGN COLORS:. RED LETTERS & BORDER '..zyq''' �.. [ Q 7. DRAINAGE STRUCTURES AND MINOR EXCAVATION 4 + ' -� BELOW FIN. FLR. 0 ISOLATION JOINT ON A WHITE REFLECTORIZED sly4 I L A. ALL PIP CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER NEW .' •. '• - 10' - W/0.5" THICK BACKGROUND { r OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS_. IF - PAVEMENT ! 2-00 l 1.50 i Z) `-----COMPACTED SUBGRADE-----'* PREFORMED JOINT 6 0.1"a D ,1 (111/4 1 THIS PROJECT IS LOCATED IN ALBEMARLE E. COUNTY; ALL STORM SEWER SHALL 2.002.:0 w 4" GRANULAR FILL (#21-B) . FILLER 1 f 1 � L 3.86 HAVE A MINIMUM OF 4" INCHES AGGREGATE BEDDING MATERIAL. 3.21 0..-18 �fi.26 0.5" 'THICK PREFORMED /. LETTERS: Z Ls! Zss 2.70 B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED I ; SJ.13 AA ' JOINT FILLER I TWO (2). INCH "C" YELLOW CURB MARKING 1216 GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS. SIDEWALK D ETA I L SERIES I t' 12" I 4a 122 1/2 AND THE FOLLOWING CRITERIA < LLJ Q� 13 3 � i �? L3 i i I FIRE LANE DESIGNATION DETAILS I 1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR , NO SCALE 1- z L I _ OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR 1 SIZF' DEAD 8405 AS•f3 AT ALiES. I z 03 NO SCALE CONCRETE LsJ BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE W V ry Z SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES, 0 <C Ld AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO 3" CMU INSURE A SOUND. BACKFILL AROUND AND OVER THE PIPE. ILO 2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT GROUT WALL SOLD THE DEPTH OF THE .TRENCH TO.OBTAIN 95%. DENSITY AT OPTIMUM Ir MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE., ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS. - PLACE �° cA v " nTrrEss ' .aasT PAINTED 61-06 TO INDICATE VALVE LCCATiON AS DIRECTED MARKER LCCATIOWMAY BE`:SUBJECT 3) IF 1N THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED TO HIGNAY.t7EPAf;TMENT APPKpVAL - GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND . ACCEPTABLE FINISHED` GRADE MATERIAL USED FOR BACKFILLING SHALL HE OBTAINED. C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES SELOW.THE s BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED ' aDJus As VA t YE: Sox iv/ LID AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT PB -1 PIPE ; �' 3INGHAM TAYLOR FIG. NO, 49PS INSTALLATION REQUIREMENTS, TRENCHES SHALL NOT BE CUT OVER 16 INCHES I Aj (StR W TYPE) OR- APPR4YEv 'EQ1AL WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE FOUNDATION. MATERIAL IS ENCOUNTERED I ; 8, BASE AND PAVEMENT ITEMS SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS A. B , AND OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPUE:D, ; B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS - - �-- '�.�+ QA E --VALVE AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPIN- r! _ FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT' OR APPLICABLE GOVERNMENTAL AGENCY .OFFICIALS PRIOR TO EMPLACEMENT, ! C PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND IYVATEtR UNE I ) t ;APRIL I WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY j OFFICIALS AND. THE OWNER. 1 �WHICH PUG I. TESTED I D, WHEN USING PJG MILLED AGGREGATE RASE :;IAT_RIT,_ S ONCRETE r -. G 1 T' f t t T a -r t, ig FOR < I RUST"5LOCX a 1L j` �'x F.ttiN� strP I BY , DO< OrFiCIALS AT THE t LANT, ?HE TT �T WILL BE ::COD rOr; 9O ?OA(S -\ / a. ONLY, ADDITIONAL ?N PLACETEST SHALL BE NHA1sE AFTER 90 DAYS, E. INHENI LOCAL BASE AATERIAL •,""I`YPE Il) IS PROPOSED FOR ROAD BASE, 11' I 1 A SHALL BE TESTED ,AND APPROVED - BY 'VI CT' OFFICIALS PRIOR TO BEI�,G�,- 1 USED, •J.PNER AND A.,'r' 14IFFECTED �/ERt'IME:iT;AL OFFICIALS SIaAL.. ALSO 1 WaEL, .. ;NnAPPROVED LOCAL BASE MATERIALS 'OR ';;:y, CCx#TACTi0N, • . � 1 AND CONSISTENCY ONCE IT I-1AS SEEN PLACED IN ROADWAYS. � t I F"(P,I, CAL, CAE 1A;LV- z ALL ETPA4CE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BYTHE _ r;Ts �, T r. i t IC r r ,j 1 Pt I s r', C �e , ,OMPA }CR A ?I._ 11.X1-=. SE . R.Q.s TO _ IS ACTION. A _ .;THa_R ?` .MITa FIG. {�,:-•.'+�,r ;.�: <tal. f�_j' i'r. -�y ,r^ 'ii :c+'+" a-, t' �" "' I1. Y- ry.a THE i i',!•r '( ? F 3' '�.� 'I`" PROJECT ;s= -AUS 83E 8TAI +�"t =(H C. s ! �I4D..1.:, EKE T 1. 1 {Jaa� rm IL10 ? n 1-'0iNTt ' � PER K _I• ; I CTION 1',T THE CONTRACTORS �X PENSE.) 2�L•iCR PRIOR I� �.,�.IS.R.�v 1 1. .Ai ,�® .J RESERVED PARKING R7-8 12" x 18" TOW - AWAY ZONE R7•-201 12" x 6" Lr r F?i AU PROVIDE 1"0 "NEEP HOLES (T`fP) SEE STRUCTURAL DRAWINGS FOR FOOTING DETAILS . G" DIA. CONC. FILLED STL. BOLLARDS (3 THUS) CENTERED IN ENCLOSURE- PTD SET IN CONC. 3'-0" BELOW GRADE, EXTEND 4'-0" ABOVE GRADE 4" . BRICK' VENEER EXPANSION JOINT - 4 . " q4 --HOLES IN CONC. 9 •d FOR CANE LATCH RODS a � . 4- .4 q 4 A q 8'-0" HIGH HEAVY DUTY CHAIN LINK a . d • GATE WITH PRIVACY SLATS. PROVIDE ° HOLES IN CONC, FOR CANE LATCH RODS FOR DOORS IN OPEN POSITION DUMPSTER ENCLOSURE PLAN ';('.AI F- 1/4" = V-0 SIDES & REAR INT GATE FRAME TO MATCH E.I.F.`, ECIAL COPING BRICK iDY BRICK TO MATCH BUILDING 4 x 6 PVC GATE FACE W/ 1/4" INTED TO MATCH E.I.F.S. COLOR FACE BRICK -- t� CD CDw z 0 1 Ln TIIRU WALL FLASHING W1 WEEPS @ 32" O.C. FINISHED GRADE ---\ SEE STRUCTURAL DWG U t•- DOWN CROSS SECTION i < Id'I > FOR FOOTING DETAILS 1 PLANS FOR FINAL DETAILS BEDDING AS REQ111.REO � r m �Vlf i L SECTION 1-1 SECTION 2-2 '..zyq''' - [ Q SPECIAL BRICK COPING�I 0 ry -� BELOW FIN. FLR. 0 3x I sly4 I L - THRU "INA.LL FLASHING T i '• - 10' - 101 Ld { r �7' '11/ WEEPS 0 32r O.C. ! 2-00 l 1.50 i Z) 2.60 2,52 0,15 0.10 �D+7 2.25 x.59 - � 6 0.1"a D ,1 (111/4 1 50 2.002.:0 w W I 1 f 1 � L 3.86 t .,,7$ 3.21 0..-18 �fi.26 � MLn Z Ls! Zss 2.70 MASONRY REINFORCING @ I ; SJ.13 2 ..8 3 U 2,91 .i.S 0,32 I 17 7/ i t.a�s 1216 ! 2,8710.1.3 16' U.C. HORIZONTAL I t' 12" I 4a 122 1/2 3.33 1 2.33 < LLJ Q� 13 3 � i �? L3 i i I a•5 - ri I _ , 1- z L I _ ti 1 SIZF' DEAD 8405 AS•f3 AT ALiES. I z 03 � CONCRETE LsJ W V ry Z Q 0 <C Ld 3" CMU ILO GROUT WALL SOLD z 53 -- 3/8' EXP. JT, FILLER, BOTH SIDES � 7- 0 6" CONCRETE 3000 PSI @ 28 DAYS p REINFORCED W/MIN. GRID OF WIRE FREINFORCING o- U OR #4 BARS 12' O.C. lllllrON 4" MIN. STONE BASE SEE STRUCTURAL DWG U t•- DOWN CROSS SECTION W < Id'I > FOR FOOTING DETAILS �_ PLANS FOR FINAL DETAILS BEDDING AS REQ111.REO � r W U- uN' } 1 L SECTION 1-1 SECTION 2-2 r • •. w : 8� CMU, GROUT SOLID -- - p r V l Q f ; a i'3 J z V i 0 ry -� BELOW FIN. FLR. V L H T sly4 I L GROUT AIRSPACE SOLID AS INDICATED DUMPSTER ENCLOSURE WALL SECTION V) alf w gr,Ai F• A 4 = : -(1 nc•D 111 A Af FRONT DUMPSTER ENCLOSURE ELEVATION: U t•- DOWN CROSS SECTION % < .1Q' V-91 3`-W 2-V 2'-0 3'-0 2' > I - - ACCOMMODATE / PLANS FOR FINAL DETAILS BEDDING AS REQ111.REO � r ..PLUG 1, • . uN' } 1 L SECTION 1-1 SECTION 2-2 -1 :SCALE: 174" = 1-0 -- -- - BEND DIMEN51ONS I (FEET) Q LSI 0 ry -� Z V L H T sly4 I L & GUTTER T 10 PER 10' - 101 Ld E IA 0 �y -- --CURB c-5 221}2 ! 2-00 l 1.50 2,25 2,00 2.60 2,52 0,15 0.10 �D+7 2.25 x.59 - � 6 0.1"a D ,1 (111/4 1 50 2.002.:0 w W I 1 f 1 � L 3.86 t .,,7$ 3.21 0..-18 �fi.26 � MLn Z Ls! Zss 2.70 za-I - k ti :..09 I ; SJ.13 2 ..8 3 U 2,91 .i.S 0,32 I 17 7/ i t.a�s 1216 ! 2,8710.1.3 a I t' 12" I 4a 122 1/2 3.33 1 2.33 < LLJ Q� 13 3 � i �? L3 i i I a•5 - I _ ! t83.,33 z8_I L I _ 11. T;1RUST aLOCKS ARE 0UMEDi:'4EN V,,iER T;':' PIP UHNIE . 11AN1• dfs :CiION, 5..`iN— 1 SIZF' DEAD 8405 AS•f3 AT ALiES. o Ci?NCftETE .,',•IAL, a Pi 17nD =e1N ?IVY PM-, uF fl W 14rWT. � ALL rHR 5T B1,CG6 S CONCRETE LsJ W V Z Q 0 <C Ld DUMPSTER ENCLOSURE ELEVATION: PLAN SEE ARCHITECTURAL DOWN CROSS SECTION % < .1Q' V-91 3`-W 2-V 2'-0 3'-0 2' FOR ALL BENDS FOR TEE OR. WYE TTINGS 2 - ACCOMMODATE / PLANS FOR FINAL DETAILS BEDDING AS REQ111.REO � r ..PLUG 1, • . uN' } 1 T I T, SECTION 1-1 SECTION 2-2 -1 :SCALE: 174" = 1-0 -- -- - BEND DIMEN51ONS I (FEET) Q TEE AND PLUGS (FEET) �Oq. Gll.lD. S-. b` -C, S 0' , -g 3`- 71 4 Z I13EfiD L H T sly4 I L & GUTTER T 10 PER 10' - 101 0,24 E IA 0 �y -- --CURB c-5 221}2 ! 2-00 l 1.50 2,25 2,00 2.60 2,52 0,15 0.10 �D+7 2.25 x.59 - � 6 0.1"a D ,1 (111/4 1 RAMP DOWN PLAN RAMP DOWN CROSS SECTION a a s P%l#C ; PAVEMENT MARKING DETAIL NO SCALE PRECAST CONC,. -NEW BITUM. CONC. CURB STOP PAVEMENT j} 7.5" 7' I 1 \ E 18' #8 €; ANCHOR BARS (1' 1 2.5' 1 2.5' 1-!-'1 CONCRETE ti r r ► r - CONCRETE CURB STOP DETAIL. NO SCALE 45' 3 lam A 8 C €? E F 11 if4' Km �mum a a s P%l#C ; _ 1 4:A .1Q' V-91 3`-W 2-V 2'-0 3'-0 2' FOR ALL BENDS FOR TEE OR. WYE TTINGS W10EN TRE14CH TO - ACCOMMODATE / ANCHOR IF I ' REQLiRED. BEDDING AS REQ111.REO � r ..PLUG 1, • . uN' } 1 T I T, SECTION 1-1 SECTION 2-2 PIPE SIZE OMEE OF BEND DIMEN51ONS I (FEET) VOL. cu.YD. TEE AND PLUGS (FEET) �Oq. Gll.lD. S-. b` -C, S 0' , -g 3`- 71 4 Z I13EfiD L H T sly4 I L H T � 9D. 2I -'�J' Z50 101 0,24 E IA 0 �y f >#" � >3' c-5 221}2 ! 2-00 l 1.50 2,25 2,00 2.60 2,52 0,15 0.10 �D+7 2.25 x.59 - � 6 0.1"a d ,1 (111/4 1 50 2.002.:0 0.10 I I 1 f 1 � L 3.86 t .,,7$ 3.21 0..-18 �fi.26 � a^ � 3'I •i x2 i/a 2.66 , 1.56 Zss 2.70 za-I - k ti :..09 I ; SJ.13 2 ..8 3 U 2,91 .i.S 0,32 I 17 7/ i t.a�s 1216 ! 2,8710.1.3 a I t' 12" I 4a 122 1/2 3.33 1 2.33 v.3$ ?..5$ 3M 1.86 v. 33 0,24 13 3 � i �? L3 i i I a•5 - I 17 1/. ! t83.,33 z8_I O.Is I _ 11. T;1RUST aLOCKS ARE 0UMEDi:'4EN V,,iER T;':' PIP UHNIE . 11AN1• dfs :CiION, 5..`iN— 1 SIZF' DEAD 8405 AS•f3 AT ALiES. o Ci?NCftETE .,',•IAL, a Pi 17nD =e1N ?IVY PM-, uF fl W 14rWT. TK CO3NSUL9NG IENONEER SHA.1. BE R€5PO NSIBLE ;;s ` HIE VERWY FHE 7' n a ;°1ZE OF, ALL rHR 5T B1,CG6 S CONCRETE F Top View yam,• 4 6" mimmum 4' MINIMUM 4 4' MINIMUM 41.1 i q ' d . ri-- TYPitC L�T RUS 18' 0C K IN FIL 1 ARFE-A 1 T* LCC -2/5 (TYP.) OR MONOLITHIC POUR SIDEWALK / CURB HP CUR CUT ' _'CCINCRETE = SIDEWAI" •PLAN' 4- 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 SLOP OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2%. FOR BENDS $'do SMALLEA USE STRAP O, N Sit ANCHOR SOLT ON CENTER UNE OF BENCH. u - FOR 8ENOS 10- THROUGH .12* 0 U5F2 STRAPS ON 6EN?S ADJACENT TO FELLS. - FOR 18" SEND USE 3 STRAPS D i AS SHOWN. {I4 BARS 12 12' ON CENTER �krlm T 9 YLEyATIoN-, PAINT AL.L ExPUSEO' STECL 'ffrti 2 COATS OF SiTl)MINCIVS PAINT. BEND PIPE CZE A 8 C €? E F 11 if4' Km �mum r _ 1 4:A .1Q' V-91 3`-W 2-V 2'-0 3'-0 2' v 0 M anpaal �qursd T 15 f 3•-C 5-•6' S -S $-0 3' € tLZFE v- 741 2' t !I: vk B W12 X . 14 1 s'Y) � Sj ? I � L eI • .. Min. pBP,etna1S6f1 - IP..A klF3 iiiS 1`Jf�?�d l - Al ' I 1 :kUii � :F =7s=;3�i�9'd8s3 ,�} #_}¢--m•-=.t j I 1 � `�,� - I S-. b` -C, S 0' , -g 3`- 71 4 Z . ri-- TYPitC L�T RUS 18' 0C K IN FIL 1 ARFE-A 1 T* LCC -2/5 (TYP.) OR MONOLITHIC POUR SIDEWALK / CURB HP CUR CUT ' _'CCINCRETE = SIDEWAI" •PLAN' 4- 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 SLOP OF ANY ACCESSIBLE ROUTE TO BUILDING FROM PARKING AREA IS 2%. FOR BENDS $'do SMALLEA USE STRAP O, N Sit ANCHOR SOLT ON CENTER UNE OF BENCH. u - FOR 8ENOS 10- THROUGH .12* 0 U5F2 STRAPS ON 6EN?S ADJACENT TO FELLS. - FOR 18" SEND USE 3 STRAPS D i AS SHOWN. {I4 BARS 12 12' ON CENTER �krlm T 9 YLEyATIoN-, PAINT AL.L ExPUSEO' STECL 'ffrti 2 COATS OF SiTl)MINCIVS PAINT. BEND PIPE CZE A 8 C €? E F 11 if4' S C r x s s' -o 2!-a .1Q' V-91 3`-W 2-V 2'-0 3'-0 2' 0 M 18' 3•-C 5-•6' S -S $-0 3' € tLZFE v- 741 2' i�• a'- '•-S r W Z 7'-5 4' - 8' S-. b` -C, S 0' , -g 3`- 71 4 Z 4:1 sly4 I - • -s °. r• CHART r nP UPPER �;E's:Ta`' ;Lacs! C5I:3CENG 3" THREAD 01AME7ER EXTRA STRONG STEEL PPE fi• t 'i # atiDS rk Cr�tT; ..ASS B SECT?I~N -it Ti^ r r 3NDARO 40' H60K ON 'Z}11'0 OF ',NCf-:`:R' 30LTS TO FAV ,ENIIE d S 81-OCK5. I PDER p°rRT;;.;AL.. a E ISI D5 .1113, W -31A \ I` ~ 0 M N= C7 0 W Z IrO Z 00 L] - .. 0 � © w U IA 0 �y O OO V) 0 y aa O ZP d ,1 o 71 ego M 10 Count; of Albemarle conse-vauion ftan Checlust— To be placed aal'ardscape Plans (Haadbook, pp 111-184-111-2797 for complete 1. The iollotNinp_ items shall be sham an the fan: be savel; -i 7e.sole of e 'aring (outside dripline oftreesto be saved); Location and type of protective fencing; Grade changes requiring free Well, or walls, Proposed trenching or tunneling beyond the limits ofclearing. fAll grading to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators, Flo grading shall begin until the tree markIng has beer, inspected and approved by a County Inspector, 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. X 4, E wlipment ODeradon and Stora ge- lAcavv equipment vehicular traffic and.storage of construction materials including soil shall not be, permitted within the driplines, of trees to be saved. 5_ 'Soil Erosion and Stormwater Detention Devices* Such devices shall not adversely affect trees to be saved. 6. Tires- xTires are not permitted within 100 feet of the dripline of trees to be saved. Ld 7. T(We -'AaterialS: 0 )kToxic materials *hall not be stored within 100 feet of rhe dripline o£ trees to be saved. S. A"rotective Fencin2: o be retained within 40 feet of proposed building or, grading activity shall be protected by fencing, Fencing shall be in place and shall be inspected and approved by.a County Inspector prior to grading or construction. 94 *Tree Wells - When the ground level must be raised within the dripline of tree to be saved; a tree well shall be provided and a construction detail subrailted for approval. dripline level must be lowered within the plim- a tne to be saved, a tree shall be provided; and a construction detail v -round I submitted for approval. reT11, and Tunnelin?: trenching is required wiffiiit the limits ofc1caring, it shall be done as far away. from the cranks. of trees as possible. Tunneling Pito X1 under a largetree shall be cbnsidQrcd as an alternativewhen it is ariticipated thatnecessary trenching wilt destroy feeder roots. MAn N 12. cleanup,. 5 4 Protective fencing shall be the last items removed during the final cleanup. 13. Damazed Trees: Damaged trees shall be treated immediately by pnuiing, fertilization or other methods recommende dbyatreespecialiSt. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREECONSERVATION REQUIRENIENTS. I r Lu? IN OWNER SIGNATU Re TEYI: I CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of I V Ile, 3540 SEMINOLE TRAIL .0 TAX MAP I . D . # V 03200 32 00-00-038A0 JOSEPH M.S DORTHY La TERRY, TERRY 0 COMMERCIAL D 0 ZONE: to Zo W) Z ------- FIELD SURVET SOURCE: BOUNDARY A0 TOPOGRAPHY AND BENCHMARKS PROVIDED By L OWNER PER ROGER W RAY & 10 2009L :D ASSOCIATES 'INC. DATED FEBRUARY 18, [ON sues BENCHMARK' L US COAST A D GEODETIC SURVEY Z155 TOP OF A CkCRETE POST. LOCATED AT THE INTERSECTION OF U.S. RT. 29 3510 SEMINOLE TRAIL AND ST. RT. 1649 TAX MAP I . O , # 12.4' SE OF THE SW CORNER OF CRENSHAWS 03200-00-00-03800 GE; GARA AIRPORT PLAZA LLC 45.5' WEST JF THE NW CORNER OF GREENTOP HANS' MOTEL; I ZONE: COMMERCIAL AND 46.5 NR OF THE CENTERLINE OF ST. RT, 649, AND 85.5' N OF THE CENTERLINE OF THE S.B.L. --fl. t OF U.S. RT. El EVATION=512.708' C), NGVD29, '61 Ilk KEY QTY BOTANICAL NAME COMMON NAME "r- 0 �_ F— 0 A Uimus Parvifolla � Dynasty Elm BE H MARK ARK T B Zelkova serrata Z Green Vase Z&.Ikova SP RR TIKE, IN A F C Acer Rubrum Red Sunset Maple OWER E t pot I LEV.:53b.91 0 D Syringa reticulata Japanese Tree Lilac < E Acer saccharum A Sugar Maple 0 00 F flex opace Lj Greenleaf holl)V Z rte— G Pinus nigra Austrian Pine V) H....... - ---------- -------Prunus M J Prunus serrylate Z Rosy Cloud Cherry K Ilex cornuta Dwarf Burford Holly 0 Spirea. burnalda Crispa Leaf Spirea M Juniperus chinensis Nick's Compact Juniper LAJ N Azaleas Pleasant White yl P Taxus baccata repandens Dwarf Yew R flex crenata. Helleri Holly S flex attenunata Fosteri Holly Z 0 a. 0 T Acer palmatum Japanese Mapfle U Nandina domestica, Firepower Nanidina V Hemerocallis L&j Repeat Bloomfing Daylilly W Spirea japonica a_ Princess Spirea x Cotoneaster salicifolius Willowleaf Cotooneaster Y Vinca Minor Periwinkle Z Cotoneas lagerstroemia Nachez Crepernyrtle NS Ilex x. Nellie Sevens Nellie Stevens Holly DW Cornus florida White Dogwooid LLI BP Pyrus Caileryana Bradford < Bradford Pear WP Pinus strobus 'jlihite Pine CR Cryptomeria japonica Japanese CrIptomeria I � � i 0< __j n CC) 0 0 Mco 1 0 M 0 0 U 0_ n I cf m M 1 *5- U) CD x D < 01 Omn M Cn C] S S \N� 0 U� (00 CD -7 30 '0 60 iV S F IN _FT C ALE 7� A 0 "r- 0 �_ F— 0 > LIJ � LJ Z LJ 0) 0 Ljj Z < 00 0 Z < 0 A 0 00 Lj Z rte— ry V) M 0 Z LLJ a- 0 LLI LAJ > Z )_ < 0 L) > Z0 Z 0 a. 0 L&j > CL 0 a_ xLJ LLJ _j 0 LLI LL. < M: 0 Q V) V) Q LLJ C) F— > I I� I Z LLj 0 < V) ry n Z 0- (D ry V) I — < > F— F_ 7' Lam{ 0 (-) 0 (-) V) 0 r1o, LLJ Li LLJ Of-, I - < 0 LL_ (_) 2: LLj Lj M :Z _j < < Uj x F-- F— ::D 0 \N� 0 U� (00 CD -7 30 '0 60 iV S F IN _FT C ALE 7� A 0 "r- 0 F— � LJ Z LJ 0) 0 Ljj Z < 00 Z < 0 A 0 00 Z 10 4 I_�j I�7 f ly IIII ------------ Iq (mn T (rT IP c III IIcIIIItI16 Ir*1 Ifill I> I -v r- c Iv < If :-A II�v _7' foD I_ !,e) 00 z _*y r y IILo; kv 0 \(n NOTE:i V 1. RELOCATION OF EXISTING IELECTRIC/TELEPHONE SHALL BE STRICTLY COORDINATED WITH DOMINION POWER AND VERIZON 00 SPECIFIC PROVIDER. A IIANY CONSTRUCTION/ DEMOLITIO MINIMUM .30 DAYS PRIOR TO I \A ACTIVITIES THAT COULD DISTURB N ANY POWER/ COMMUNICATION ITRANSMISSION. 4c 'Q t 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED DEMOLITION PERMITS IAND/OR EROSION CONTROL 17) IPERMITS AND PROVIDE ANY -,!,MEANS AND METHODS" REPORTS 0 "HXZMAT" REMOVAL IOL TEtT/REPORTS PRIOR TO BEGINNING OF WORK I3. CONTRACTOR SHALL LOCATE ALL I ifEXISTING UTILITIES, BOTH II CONTRACTOR SHALL COORDINATE IA --------- THE ABANDONMENT/ OF ANY UTILITY WITH THE + 4-\ APPROPRIATE UTILITY COMPANY. + EXTREME CAUTION WILL BE -4 IITAKEN NEAR ANY "LIVE" UTILITY E PECIALLY GAS AND ELE 0 S' TRIC UTILITIES. III4, II4o4 TP c: IIIt WL- Lm JK- m wL ILa- Lm- wL JAIARK T ` 'm 2L wL La WL wL Lm I286.17 T- UTTER I-- — — — — — — — -- HLE'V. 539 9 i Iif IBEE TECTION PLAN ISTANDARD-COMMENTS -fOR- -PRO NO LAND DISTURBING ACTIVITIES MAY OCCUR ON SITE PRIOR TO THE RELEASE OF THE CONSTRUCTION PLANS BY ALBEMARLE COUNTY, UNLESS SPECIFICALLW REQUIRED TO INSTALL TREE PROTECTION, MEASURES. A PRE -CONSTRUCTION MEETING IS REQUIRED TO REVIEW TREE PROTECTION ISE OF CONSTRUCTION PLANS BY MEASURES ON SITE PRIOR TO THE.RELEA AL13EMARLE COUNTY. ALL TREE PROTECTIVE FENCING MUST BE IN PLACE AND INSPECTED PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITY Lo TREE PROTECTION MEASURES SHALL BE IN PLACE AT TIMES AND PROPERLY AAINTAINED IUNTIL FINAL ACCEPTANCE OF THE PROJECT. WHEN THE. FILAN REQUIRES A TREE PROTECTION DEVICE AND AN EROSION I'CONTROL DEVICE, THE EROSION CONTROL DEVICE SHALL BE ON THE UPGRADE ISIDE OF' THE TREE PROTECTION FENCING. DEMOLIJION NOTES:. DRIP LIN THE INSTALLATION OF THE TREE PROTECTION FENCING MAY REQUIRE MINOR 1. ALL EXISTING UTILITIES (I.E. WATER SEWER SERVICES\ METERS, POWER POLES, DISTURBANCE: SHALL BE MINIMIZED AS MUCH AS POSSIBLE. THE LIMITS OF DISTURBANCE OF VEGETATION. TO CONDUCT SURVEY OPERATIONS. THIS STORM SEWER LINES INLETS, TELEPHONE, GAS, ETC.) NOT USED FOR VE DEVICE-\\ L\ TREE PROTECTION SHALL BE FLAGGED BY AN AUTHORIZED AND LICENSED SERVICE SHALL BE ABANDONED AT THE MIN. -ALL LIMITS OF CLEARING HAVE BEEN PROPERLY CALCULATED. COSTS ASSOCIATED 'WITH THE ALTERNATION O MAXIMUM, LIMITS OF CLEARING AND GRADING THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT "LINES" IN,SETTING UP, ITHE ASSOCIATED CLEARING LIMITS. AFTER BEING FLAGGED THE OWNER SHALL CONTRACTOR. PROPOSED GRADING--,, SE RESPONSIIBLE FOR INSTALLATION OF THE TREE PROTECTION FENCING AND ON-SITE EXISTING GRAVEL, ASPHALT, AND� CONCRETEE UTILITIES WILL BE THE RESPONSIBILITY OF' THE ISIGNAGE. Tl�E. 3. THE COTRACOR IS TO REVIEW .A.LL UBLIC, SENII-PIJ3LIC, OR PIVATE UTILIT LINES MUST UTIL PAYING 1S TO BE REMOVEDS SHOWN. 51 ILAYOUT AND GRADING E SPECIFIC INSTRUCTIONS R �N H cR E 0 R 11P L IN E S PLANS FOR MOR EGARDING WITS OF CLEARING AS INDICATED ON THIS PLAI ESS THA 5' IrEMOLITION OF T. '-ITE. D r HE C IACT MEE ROTECTION 0ELINEATION FOR LIMITS OF ORANGE -4. THE �OR �HALL NOT 1_17AVE 'NY OPEN HOLES �CTION FENCE TTACHED 'TO _100STS (PRE-WEAT HERED IRENCHES OVERNIGHT WITHIN I 00' THE EDGE VINYL OR PL-AkSTIC CONSTRU I RATIONS RELATIVE lOOD, GALVANIZED STEEL, IRON, OR THICK PVC STIC), T LEAST 41Y A OVE OF Tj HE EXISTING. PAVEMENT. 20 20 FINISHED GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. . ADEQUATE PEDESTRIAN PROTECTION SHALL 3E T 1: 'TO THE I-OCATION OF 40ROTECTED I REES 'EYERY NINTH POST SHALL CONTAIN A WARNING SIGN OF S0- AND 1"YPE PROVIDED. AInCIJADIr TUAT TUr nlr IA CT 'i��NC5 IREE PROTE-- 10N' ALL '5�YANDARD WORK PROTECTIOIq Vj- 'S- 'OUti 'Pr -ROVED `3Y RLE 4, NT IRPOR TO ISCALE HN I > 40 t n III '-, 0 > N a LLI 0 �o C14 _x U Lu z M 0 ul tL 0 1.11 0 z iAj 0 0 LLj I z 1% m o 0 > - 0 0- Ld Ld Lj 0 04 Ld C) Q_ > r,.- 0 z Lj V) ck� 0 OL z @ Ld > 0 LU LLj F- z z Z LLJ :D 0 W 0 L) Li ry Ld Ld L.Li LL_ < LL_ :2 Ld W m z 0 LJLJ Ld CF) o C'4 o 0 LLJ Z LLJ 0) 0 LLJ z 00 Ld Z 0 0 U-1 A < U, > Lij Lr_ 44 4 I ma E 1 JAI -IBM 2 I I � . ,. I I � � GENERAL EROSION AND SEDIMENT CONTROL NOTES I I .EROSION CONTROL MEASURES I - I . I NOTE I � 'ALL TTEMPORARY EROSION CONTROL M EMOVED "WITHIN 30 DAYS AFTER FINAL I SITE I - ES 1, . I UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL- EROSION AND SdEDIMENT I I � � GENERAL DESCRIPTIONS � � I I I EEDED UNLESS OTHERWISE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER N' C. 1, AUTHORIZED BY ES-9.,THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER I .TEMPORARY SEDIMENT TRAE A small ponding area, formed by ,constructing an earthen CONTROL PRACTICES WILL BE CONSTRUCTED ANDMAINTAINED ACCORDING TO MINIMUM I ' TEMEORARY STONE ANCE, A stone pod, located at poinis of vehicular E ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOI1 AREAS RESULTING . �_ -10 FURTHER FROM THE . stone outlet across a drainage swale, to detain sedirnent-laden disturbed for time to most of the suspended . I STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSIO,N AND SEDIMENT CONTRO . I . . Ingress and egress on a construction site, to reduce the soil transported onto public , PREVENT lr DISPOSITION OF TEMPORARY MEASURE PNTLY STABILIZED A . I - � ERO,�-ION AND � I HANDBOO AND VIRGINIA REGULATIONS VR 625-021-00 EROSION AND SEDIMENT . I rocds and other. paved �3reas. . I � I I . I . I . SEDIM'ENTATION. . I I 6_ . I I � . � . . I � � 1 allati n,of arly: dditi n lerosi n.controf.measures. e or inst, 0 .a ,o, a. 0 . . . . . -1 The contra�tor�is responsibl, * � I .. I 1 I � . I CONTROL REGULATIONS. . I . . . I . I I I . . I I I N 0 T E:: � . . I I " :. Is osion , ... '. necc, sary tO, ljrevPm�.er 4nd-s�dim.pn�4tioA,,.aSr'determi.hqd.b theplanapproving � I I SILT FENCE AND FILTER FABRIC MUST. BE ENTRENCHED. � � . I I . . � . � . I �� . I . . I . SILT FENCE. A temporary sediment barrier constructed of posts, filter fabric and, In I I I . � I � I , 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 I ES -2, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK- PRIOR. TO THE PRECONSTRUCTION some cases, a wire support fence, placed across. or at the toe of a slope or In a NO OFF-SITE AREAS WILL BE DISTURBED AS .PART OF THIS PROJECT. . I � . . � . . . I 1. I . . I . I . . I . . . . . . . . I I CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT. OF LAND DISTURBING ACTIVITY, AND I � minor drainage way to Intercept and detain sediment and decrease flow velocities from I I I I NOTE:: I I . I .. S_ I I.. ...n . . � � . I � . ''I I � I... . - � _ ' I . I i ' . 'devi � c anapprqved filtering e�a During -dewatering operations�, water will �.be pumped into . I . . ,ONE WEEK PRIOR TO THE FINAL INSPECTION. . I �. I � . . . � . � drainage areas of limited .size; applicable where sheet and rill erosion or small . concentrated flows maybe a problem. Maximum affective life of 6 months. I I . I EXISTtNG STORM PIPES @ ROUTE 29 SHALL BE CHECKED FOR SEDIMENT BUILD-UP AND FLUSHED AS NEEDED PRIOR � I ES -3. I . . I I . ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE . I . I . . � I I I I . I . I I I STORM DRAIN IdLET PROTECTION The Installation of Yarlous kinds of sediment trapping . ,TO RELEASE OF BONDING. I � . � POST SHALL SPACED A MAXIMUM OF I 0 FEET APART AT THE LOCATION AND � FIRST STEP 'IN CLEARING.. I I I . � . measures around. drop-Anlets or curb inlet structures prior to permanent stabilization of limited to drainage not exceeding one acre, and not Intended � I I . I 'Aion notes for Erosion and Sediment Contr I. plans I C�eneraIcomtruf I � . I I . . , I I PPROVED EROSION AND SEDIMENT CONTROL PLAN. SHALL BE MAINTAINED . the disturbed area; areas to control large, concentrated stormwater flows. I I I . . I . I . .6 1. . .., . . . . . ., I IS USED. WITHOUT THE WIRE SUPPORT FENCEi POST. SHALL NOT EXCEED 6 . . . . I I I I I . � . Limited to. use in small open channels which drain 10 acres or less; should not 11 I I � I . I � � . . I . 10 . . ON SITE AT ALL TIMES. � 1. � I I � . I I I . I I � I A CU ERT INLET PROTECTION, sediment filter located at the Inlet to storm sewer I I I . I I . 1. Thenlanapprovin authority must -be notified � one week priouto � the: pre-i�bnstruction . - � - I 19 I . . . � . I . . -1 � I used In live str � eams. I I I I � I � - . I I � . I � I I I .1. . I I... . I . .1 I . . I H. ES -5. � PRIOR, TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON I . . I culverts which prevents sediment from entering, accumulating in and -being transferred I- . conference,on week prior to the: commiMceme�f of land disturbing activity, and one, week . C P � 1. -1-1 " r _.-..- I . 1. � -11 , I I , . I . I 1.1� I � I .1 � �. I I I .1 I I I 11 - , � materials. only, free of roots, stumpS,.:Wood, rubbish, andother debri.s., � � I � I THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE: BORROW OR WASTE AREAS), THE . I . by the culvert. It also provides erosion control at culverts during the phase of a . .. I. I I I. .1 . . ., � .1 . I . . . .1 . I � Prior �0 Pe, 61141 inspectiom � I I -�.�, .. � ' . � , " . , '. . I . I . " Borrow or areas arc to �be:r I rn within 7 OYS -of comvletion per Zoning o al'. e4 I . SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT , . SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER I project where elevations and drainage patterns ,are changing, causing original control I I � I - . . . I I 11 I . I I I I FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. I . I I . � � �. I I I I � measures to be Ineffective. � I � � � I . . I on ment con o I __) � All erosi' :and scdi' tr I measures will, be constructed'and maintair�ed accordin�zito I . I 1. ... . � I I I .." I_ . - � � L . " ' ' . _. I ". . _. . . . . I � . I I � . I � . I � . . � . � I 'he I minimum. standards. and specifications of the Virginia'Erosion andSediment Coritrol � � � � I I ES -6. THE CONTRACTOR ISRESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL I � ORARY DIVERSION DIKE: A ridge of compacted soil constructed of top or. base TEM - y from u ' of a sloping disturbed area which diverts off-site runoff awo nprofected slopes I � � . � � �. . I . - 1, . � - . Handbook and Virginia Regulations V I R 6 1 25-02-00. 1 Ero � sion And . Sediftlent C n ro , I 0 t I � 14.� I . '. . I .. . . I I . I I . . I - I eq I . ip , -�t dto Borrow., fill'or waste ao ,tivity inwlving.�'iudustrial-� type'Power . U ment'shall be lin p � . � I OSION AND SEDIMENTATION AS DETERMINED. BY THE PLAN . � . . . and to a stabilized outlet, or to divert sediment -laden runoff to a sediment trapping I I 1. . � I � Ir . . I . I I Regulatio,tIS. I . . . . I I I . � APPROVING AUTHORITY. . � � . I I I . . I . . I I � I I . structure. Maximum affective life Is 18 months. . . I I I . I I . � I . . . 1. .� . . � - I I � :� . . I . � i ' ' . 3. All e sion ment� are xo and sedi control measures to beplaced Pfiof to or As the�Erst step in I - . I . I I - - L . . I i . . . . IeoteChnieal en i a '� gim,er Is to be present during constructia, of da m s, I ES -7. I � ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL I . . I TEMPORARY FILL DIVERSION A channel with a supporting ridge on the . lower side, I I . . � � .1 1. I I � 1. � I I 1. I I � .1 . TIMES -DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. UNTIL FINAL � . I I I .. � . ACHIEVED. ... � I . I I I . . I constructed along the top of an active earth .fill constructed In order to divert runoff I I . - . .1 � 1 trapping .Clqarfiig.� . � I I I . i . 41. A copy, of the approved eroSlon sediment control rplan, sh llbemainiained,�o.n.t,he.s,,ite.at 4. . I . . QUAL11-f STANDPOINT), �NAAY 8E USED 1PROVIDED THEY CAN SUPPLY THE SAME A MOUNTS J, A INATER ^ N D I STABILIZATION IS I � I . . . .. I I . I a stabilized outlet or sedime away from the un rotected fill slope to I nt , . P rand . . I 11- . 1. I I I I I � . � . I., � � I � _ - � . I I PROPORTIONS OF ,PLANT NUTRIENTS. . I _ managelnenT ml�alities, cox rsion.�!.Snot to, iake placQ unt ,e Site iS: sm- � . .lye I il: J� and 4, . L . . I I � . � . � � I I I I . I � . � . structure; applicable where the area at the fop of the fill drains toward the exposed . I . 1. I I I I I . I .all'times- - I I I . � . . I �. I I C -Q-2 n1JOINI'l nPWATIrPING OPERATIONS 'WATER WILL BE PUMPED !INTO AN APPROVED FILTERING I �-If% a -4 continuous fill onerations make the use of a TEMPORARY DIVERSION DIKE � . I . I � I I I I I . I 1 . � . . I I - . 1. I . . I . . � I � I I . . I I � rou h -graded areas that will not: be brought to final grade for a year .or more - I I I I I � I.. I I . . ;, I - . I 9 I . I Qllfniin i -yr nmp,e tri:rnmimv7p hnv h,q7-aftJ to nersons nhvsical� damalle to adiacent land and - . t . . . . I . I . � I I I .. I I . I . I . I I . . DEVICE. I .1 1. . � r . I I . I . I � � I . I I inf easible; maximum effective life Is one week. I � I I I I I 5� I I n thanindic Is. I , A., , , ,or:to:comm ticin laoddisturbin � 4cuYii, . ��, �. .. � ".. I I I I , atep og tn.. - e plans� Ph tes in 4rea� -pt er . I � 0 � � ,� 1� I . , � ..., C, , '19 , . - _ ,. , 1. 9 . . I � 1. . � I I � I I � . I 11 � I . � .1 � I I I I . � . � �� I I I I � 11 I I . . I I I g wt1irnitedto, off-�it,e.-b.otrc�wotwa�ti��r�as),th6..coiltrai0tor:shall�ubmita , (includin , but-, I � I i . ES-9.,THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER I .TEMPORARY SEDIMENT TRAE A small ponding area, formed by ,constructing an earthen � � . I . .supPlementary erosion control plarl.to, the owne.r Ifor. r,pyieW and, Approva,l. by, 1�e Plan. I I I 1. ''. - I . . 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN . stone outlet across a drainage swale, to detain sedirnent-laden disturbed for time to most of the suspended . I �. . I . ,� . I I I �. . . 1. , I 1. . . I I I I authority. " . . � I � . � I , NOT PAVED, SODDED OR BUILT UPON BY OCTOBER , . THE EFFECTIVENESS OF THE EROSION. CONTROL DEVICES SHALL BE MADE IMMEDIATELY. � runoff from small areas enough allow I I . � ,appro-ving 'I _ I .WINTERIZATION I � I . . . . 1 15 IS TO BE SEEDED AND MULCHED. ON THAT DATE UNLESS.WAIVED BY THE ENVIRONMENTAL . I I . . � I . I I I I I I I I SILT FENCE NOTES .1 I .1 � � solids. ,to settle out. Maximum effective life Is 18 months. , I . � . . I I . I . . � . � . I . . � I . �� . I . . I I . I 6_ . I I � . � . . I � � 1 allati n,of arly: dditi n lerosi n.controf.measures. e or inst, 0 .a ,o, a. 0 . . . . . -1 The contra�tor�is responsibl, * � I .. I 1 � I . . I 1. . . � . I I . OUTLET PROTECTION The installation of riprap, channel sections and/or stilling b . . � � . . I I " :. Is osion , ... '. necc, sary tO, ljrevPm�.er 4nd-s�dim.pn�4tioA,,.aSr'determi.hqd.b theplanapproving � I I SILT FENCE AND FILTER FABRIC MUST. BE ENTRENCHED. � � . I I . . � . � . I below storm drain outlets to reduce erosion and under -cutting from scouring of . . I . - , ,. 'y _ _ 0, � I .. I .. I I I � . I . I 1. I . . I I . � I � I , 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 I and to reduce flow velocities before 'storm,water enters receiving channels below I � I I � I I � . . � . outlets.. . .. I . . � 1. I I . I �. . . .1 I . . I . I I . 7.� I 4iithority. I . I I . � 11 I I , All disturbod areas are to drain. to- appro,ved sediment cbntrol'MOSuns �at all times during I � I _ I - . . 0, i- . 11 I I I . . PROJECTIONS FOR FASTENING WIRE TO THEM. I 1. I .1 I . . . . I � . . � . . . I 1. I . . I . I . . I . . . . . . . . . I � I � I I � . . I -until fi al -stabilization is�:ach' ed'A . .. . ley 140d disturbing activities. and.4 rig;site OPV,00131nent. ,. I I � . . . I � I . . I 11 � . I I WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH I . 1. � RIPRAP . A permanent, erosion - resistant ground cover of large, loose, angular st � I . I I installed wherever. soil conditions,: water turbulence and velocity, ted vegetaff, . I .. S_ I I.. ...n . . � � . I � . ''I I � I... . - � _ ' I . I i ' . 'devi � c anapprqved filtering e�a During -dewatering operations�, water will �.be pumped into . I . . I . . . SHALL BE A MINIMUM OF 42 INCHES IN HEIGHT, A MINIMUM OF 14 GAUGE., AND SHA . LL . : I I 'cover, etc., are such that soil may erode under design flow con=s., . �. I . . . � � . 9� � � . Tect all.erosiOn c�mtr . I I 1. - , ..-. The contractofs hall ins ,Ql measures peripoically p4- after eadkr�� I I . HAVE A MAXIMUM MESH SPACING OF 6 INCHES. I . I I I . . . . � I . . I I . . I . I . . I . . . . I I � . 1. . I . . . � � I I I . I I I 1. I., . . 1. . . . � . . . . I I � .1. 1. -1 _. 1. . � I . I . I... I I . .. . . . I I . 11 . pro4qcin ra�nfaltvvpnt. A4y necessary repairs or cleanup to, maintain -the effectivenes�s of . � POST SHALL SPACED A MAXIMUM OF I 0 FEET APART AT THE LOCATION AND � . RQCK CHECK DAMS Small, temporary stone dams constructed across a drainage 1 . .119 � . I � ... . ... I .11 I I " . I I I I f , I ,BARRIER -BE . � I . I I DRIVEN SECURELY INTO .THE GROUND (MIN. OF 12 INCHES). WHEN EXTRA. STRENGTH FA13RIC I . I I . I . to reduce the velocity �of concentrated f lows, reducing erosion of the swale or. di, . I . . � I I - � theerosion control devices(sha'11 be made i . ediately. I . I I I � �� . I � I 1. . I . ., I IS USED. WITHOUT THE WIRE SUPPORT FENCEi POST. SHALL NOT EXCEED 6 . . . . I I I I I . � . Limited to. use in small open channels which drain 10 acres or less; should not 11 I I � I . I � � . . I . 10 . , I �. . 4 1 . . . . I I 1: from an. qP esigilaic& borrow area,., prove j: d All fill material to. be taken � 1. , . I "I � . I ,FEET., . I I . � .1 I I . . I . � .1 .1 . . � . H FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE: WIRE . I . I I � I used In live str � eams. I I I I � I � - . I I � . I � I I I .1. . I I... . I . .1 I . . I H. . . I I I , . . � .� . I . I I was " ' All wastemAterials shall be taken: to an* approved t4. area� EarthEltshallbe inert LO BE ELIMINATED. IN SUCH A C ,ASE, THE FILTER FABRIC IS .1 I - I . . . . I I � I - suitabl growth medium f � I I JOPSOILING, Preserving and using topsoil to. provide a e . . . I . , I I , . I . I 1.1� I � I .1 � �. I I I .1 I I I 11 - , � materials. only, free of roots, stumpS,.:Wood, rubbish, andother debri.s., � � I , . STAPLED OR WIRED DIRECTLY TO THE POST. , I 11 . . I . . . I � . . I I � . . . . . . . 11 vegetation used fostabilize disturbed areas. _Applicable where. preservation or . I � . 12. I I -�.�, .. � ' . � , " . , '. . I . I . " Borrow or areas arc to �be:r I rn within 7 OYS -of comvletion per Zoning o al'. e4 I . SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT , . I importation of topsoil is most cost-effective method of providing a suitable grow I � I ".. -waste , � � , - - , � . - , . _ � 1. � � I - I I I . � I . . � . . , I . . . I I � I . I OF THE BARRIER. I I . I . . . I . � I medium; not recommended for slopes steeper than 2:1 unless. additional measurt , I . I I I . I Ordinance. section S. I f�28. � Z I I I . � . . I . � . j . � 1. � I I ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER � . � . I I I token to prevent slou hin and. erosion. I 1, � I I I 9 .9 I I �. � I .� I 1. . I . I � I . � � .. � � 13. I � . . . . I , . :j.1-3.01 of the, Code of 1i ' 'Wlth.see.tion . 1. . . All inerumat.erials.shall betranspomd in cornpliancp . .1.1 I .. I � . I I . . . BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING . I . ,� . . I . 1. I � I . � I . . . . .. EMPORARY:�EEDING Establishment of temporary vegetative cover on disturbed a � � � I . . I I � I .. I I I � Albemarle. I I .1 I I I I . . I I . I .1 I I . . I . � . . I I � . I I I . . I that will not be brought I to f inal � grade for periods of 30 days to one year by s( � I I . � . I � 14.� I . '. . I .. . . I I . I I . . I - I eq I . ip , -�t dto Borrow., fill'or waste ao ,tivity inwlving.�'iudustrial-� type'Power . U ment'shall be lin p � . � I UNDER NO CIRCUMSTANCES SHOULD SILT FENCE BE CONSTRUCTED IN LIVE STREAMS. I . 1, . ' . .. .. � �.. � . � . I . �. I 1 . � with * appropriate rapidly -growing plants. . . . I 11 . I I I � .1 . I.. . I I..� I 1. I 11 I 1. . . I . I . � . . . � I I � . 1. , I . . I I � I the hours of 7;00am to 9;00pm. I . . I . I 1- I � I . I , L i,7 -1 000 ,1bs./,-jc,r3- 100-20-10 OR EQUIVALENT NUTRIENT -S, f123 lbs./ I I I SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. . . . . . . I � I I . I . I I . . � I , � ERMANENT SEEDING: Establishment of perennial vegetative cover by planting see. � � � 1-5. ,. � . . . I . I Borrow fill or waste activityshall be,c6nducted in a safe manner than maintains.later4l. . - I � I I I .. . I I - . 1. I . . I . . � I � I I . . I I � rou h -graded areas that will not: be brought to final grade for a year .or more - I I I I I � I.. I I . . ;, I - . I 9 I . I Qllfniin i -yr nmp,e tri:rnmimv7p hnv h,q7-aftJ to nersons nhvsical� damalle to adiacent land and - I L, & ti U I ILI 1Y NU [L.Z� . . I I I I I I � tvhere permanent, long-lived, vegetative � cover is needed.. on fine. -graded areas. � .1 . . I . I I I . I I I.. . . I I - .. I . :. I I _. � I I I 5 . . � ). � � I I . . 1. .1 I � 1. . I '. . improvements. ard damage to anypubtic,�treet because o slides� sinkingi .or collapse. I I I � I I � . . I � . I I . I . . I I I . I WATERCOURSE IS COMPLETED. 4 I . .. � I I .,..I . . 11'....- ". , . I 1 . I CLEANOUT. I I I � ALL EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCH. I I I . . � I . I I RVATION AND PROTECTION:. . Protecting existing trees from mechanical � 16. I 1 I 1. n 11,,maint i 1, rem ve 0 1 r_011, e , rit I The developer sh4lre,servo the rightto Ix stA ain 0 ��b V dto'DermalLp, I I I . . 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT . AND SEEDED other injury during land -disturbing and construction activity to ensure the surviva � , I . I I I I . wbi � are 4p' - . . s . measurp . s re quired. st,orrxiWater mana I ero ion control . . � I � . � I , NOT PAVED, SODDED OR BUILT UPON BY OCTOBER , ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED for erosion and sediment control and I I desirable trees where they will be I � . I I � I - ,erosion,and.sedi . 'of 20` Allti�mporaty. _ ment controlmeasure,s:ap�to,be. removed within:30 4.ay,5 � . . . � � I . . - I I - gannent,facilities. . �, , 11 ,pfic.able,:all I . , , ,, I . . ". I—- ..,. . , __. , r. . I .. . . . .. I 11 I � � 'erty .WINTERIZATION I � I . . . . 1 15 IS TO BE SEEDED AND MULCHED. ON THAT DATE UNLESS.WAIVED BY THE ENVIRONMENTAL I I WITHIN 7 DAYS AFTER BACKFILL, NO MORE THAN 500 FEET ARE TO BE OPEN AT ONE . I I � I I � .effective I . I other environmental and aesthetic benefits. I I . I � � � iz th , unit,building or otheroortion of th pr by this plan. regard" ss of' e sale of any 16� 1 e OR I , I .. I 1 � I � I � TIME. � � . I . . I I I � . I . . . � 1. I 11 .1 1. I I I . I I � I . 1 I I 17., . I I �. �. � � I emporary . T' otary stab . ifintion shalt be�t sobding An&mulehin . Seed . i a is, to be at;75 emp, �., . .1 . � .. All � I . . I . . CONSTRUCTION ACCESS ROADS SHALL BE LOCATED ON THE UPHILL SIDE OF THE TRENCH OR � . . . DUS CONTROL: Reducing surface and air movement of dust during land disturb � demolition or construction activities In areas subject to dust problems in order tc I . , 1-1 .1 - _. . .9 , , I ary10 Con -50 mix. of Annual ' lbs/acre�: �nd iq the months: Pf September:to Febru I sist a 501 . I . I �. I . I OVER THE TRENCH WHENEVER POSSIBLE. - . I � .1 . . I I . I � I . � . I p . revent soil loss and reduce the presence of potentially harmful. airborne substan I . I I I . - 11 ,� I 11 i I � 11 . - .. - nsist-of AmuatRye,, Qr May Ryegrass and Cereal Winterkye,.,or inMarch and April to co I - 0, i- I I � . I ALL CONSTRUCTION DISCHARGE WATER SHALL BE ADEQUATELY FILTERED: TO. REMOVE SILT I I . I I . I . . I I I I . . I � . I . I I I I I I . � I . . I I '' throu& Augus.t to coiasist of German.Millet Stra Tnulcb �is to be applied.atS0lbs[l*09 - W I . .. I 1. .. I . . � '. . . .. � .. � 4L � I I .11. � I PRIOR TO DISCHARGE INTO WATERWAYS AND WETLANDS. I I I I .. . � . �. I I � I 1. .. . . I . I I MANAGEMENT STRATEGIES . . . , I , I � - . . � ii 4 . - I I Alternatives arestimect to approved by the.Cotmtydrdsion controlinspect6r. � I . . . I I I . . ALL,STREAM CROSSINGS AND STREAM DIVERSIONS REQUIRE ENVIRONMENTAL APPROVAL . I I � . I I I I � I I . . , I I � . � I I g. I I . . � . � I � � I . 1�. . p,6nha1ieat:stz&x1N.,,.ation s.hall:bp lime and ftxfillizer,� permanent sepdin&4X1d.P141qk I . . PRIOR TO ANY IN -STREAM CONSTRUCTION (SEE IN -STREAM NOTES). . 1. I . . . I , I . I . . I . . � . . � . I . 1. CONSTRUCTION WILL 13E SEQUENCED. SO THAT ,GRADING OPERATIONS CAN BEGIN AND . � . I � - . END AS QUICKLY AS POSSIBLE. � . I I I _ . � . .1 I � � I- I .. A,gricultural. gr44e limestone shall bc� avolied at.90lbs/ I 000sf, jnc�orporated, into the top� 4!�6 I I., - � 1. I I I � I . � . - I . I I I , . . I . I I . . � I I . � . I I 1. I I . I I . . , I � 2. . SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND � . . I . .. . I ze -be - - d consistof �, , -10.nu, inbhes of soil.: Fortili rshall. a,ppl4,datl.0G01bs/acke.an a 10-20 , trient, . .. I I . 1 4-% 11 . I . SEEDING NOTE, . "WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. I I . I - I . � . GRADING. - � . . . � - � , I I . . Ix :PerManent..sqp.djng,shal,1 be. appli�&at,.1.8Qlbs/.acm, and, consist of 956XDK0nt4Cky:3:1. Or. � I , �' .. ... I I �. .. I �, : . . " 11 . I . ,� . I I I 1 I I I I . � I . . . . . . I 3. TEMPORARY. SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER I I . 4. AREAS WIHCH ARE NOT'TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS,.SIGNS, ETC. � I � � .M.. I _ . I .. -1 ' . escue and:05% Perennial Ryegrass or Kentucky Bluegrass, Straw inuich is to, be TAT I . � . . 1. 1. - -1 I . ALL STABILIZATION/SEEDING WILL BE ACCOMPLISHED IN ACCORDANCE WITH THE VIRGINIA I I 1 . � 5. THE JOB SUPERINTENDENT , SHALL BE RESPONSIBLE FOR THE INSTALLTION AND MAINTENANCE 11 .11 . � I I . .� I I � 01;;* �Prp I S;011,q, � I -1 . applied at 80lbs/1 00SE. Afternitives aresubject to approyed. by the C .OntroI LO I I I I EROSION AND SEDIMENTATION CONTROL HANDBOOK. . � . I .1 . I I I I � OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. � . . � I I I � I I I � �, I ! ,ins ector� I . � I . . I I � P - . .. � ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON, WILL HAVE A MINIMUM OF ,� I . I I . I I I � 11 � I . I . � I . . I � � I . 1 19� _. . . .1 . measu a e age Maintenance: All � res relb b Impected wo.ekly and,after eachTa . jn6ll. Any4am I . 11 80% VEGETATIVE COVER: PRIOR TO FINAL INSPECTION, AND IN THE OPINION OF THE . I I . I . . . . � . I I I MAINTENANCE � .1 � . . I I 1. I I I I I I � : . I .1 �. � . arc to �b�e cleaned e repair immodiatelv. Silt,trap ,, I . m=ures , is to b * ' orclogging to stmoural. ENVIRONMENTA L ENGINEER WILL BE MATURE ENOUGH TO CONTROL SOIL EROSION . I I . I � I I . . . . I � � I .�'5 � � _ � - Z . 11 , . I � . SATISFACTORILY AND SURVIVE SEVERE WEATHER CONDITIONS. . I I I I I IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND I I L * stor4ge,volurne iS filled with sedinient. All see&d areas are to �e when 50% of thewet 3 1 ; ... I . I . � � � I I . I I � � I I I I . . - I I � . I I . . . I . 'AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: I . . . . . I 1. . '' - 'if �� I n rin�,�, ,,AoA �-trhi,mi iiP'f1PQQCk tn';nnhjp�vi- q n6A,�fnnifnf b,r'qq.,Q .qi .-hrn4nci d vengio d-�kes I I .1 I . I STREAM DIVERSION AREAS, WATERWAYS, BANKS AND RELATED AREAS WILL BE SEEDED ANU I I I I.. . . I I - .. I . :. I I _. � I I 1.� � �. � � . � V . I . 11 - I t) . � I I I � 1. 1. I . I I I MULCHED IMMEDIATELY AFTER WORK IN I . I . . I I I . I WATERCOURSE IS COMPLETED. 4 I . � I I . 1. THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT I . I I I . CLEANOUT. I I I � . * I wfi, .. , g.$e. IMeilt I be leaned and repaired , ch are collectin d' o half theirheiRht must c I ... I .1 I � . . � � . � I - 1- - , , ,. �.. ., .1 � I � , I .1 ... � L .1 I L . I . .1 .- .1 ,� ., 1- � .1 L I I L . . . L I � . . IN NO CASE SHALL WETLAND AREAS BE RESEEDED WITH ANY SPECIES OF FESCUE. � . I . . 2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT I BUILDUP WHICH WILL I immediately� . . . , I I . I L I � I I . - ANY DISTURBED AREA . . � I � . � I , NOT PAVED, SODDED OR BUILT UPON BY OCTOBER , . � I . I I PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT . I I . 11 SHALL BE REMOVED I . 11 . . I I � I - ,erosion,and.sedi . 'of 20` Allti�mporaty. _ ment controlmeasure,s:ap�to,be. removed within:30 4.ay,5 � . . . � � I . . - I I - I L . . . SITE DRAINAGE CURRENTLY THE SITE IS PREVIOUSLY DEVELOPED WITH AN EXISTING 2 STORY MEDICAL OFFICE BUILDING AND A PARIKING LOT WITH ACCESS FROM STATE ROUTE 649 (PROFFIT ROAD). .WINTERIZATION I � I . . . . 1 15 IS TO BE SEEDED AND MULCHED. ON THAT DATE UNLESS.WAIVED BY THE ENVIRONMENTAL I . . I AND,CLEANED OR REPLACED. � I I � . . . . . , I I . . . . final -site stabilizatioa, when measures are:no longer nceded., suoieci to vprova[by4he . . I .. L . I .. I 1 3. THE SILT FENCE BARRIER WILL BE CHECKED REGU LARLY FOR UNDERMINING OR DETERIORATION . , ., . -11 I .. I I . - � , , . I �'. ': I � . INSPECTOR.. I I � � � � . I �. I I I . I . � .1 I �. . . � . � . 1. . I . OF THE FABRIC. SEDIMENT� SHALL. BE REMOVED WHEN THE LEVEL OF.SEDIMENT ,-, � I . I I Co ero I on contr . . I -1 . I. I I � I �.� _� I I unty si ,.' ol inspectot., . . � . � I � 0� W a. � I I . . I TEMPORARY SEEDING WILL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS WHICH MAYNOT I I I I . I � .. I I I DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. I I . . I . I . . I I .. � . � I I I � � � , . I I � I . . T WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN W I -1, I AN W . � . I I I I . 4. THE SEEDED AREAS .WILL BE..CHECKED KLUULAKU (U LNZ,U.KL. INAI A. tjUUU. . IS I . I � I I I I . I . I . . . � I . I I I I I I I I I . . I . DAYS. FOR TEMPORARY SEEDING USE 50% OF THE RECOMMENDED RATES OF FERTILIZER, � MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED .AS NEEDED., . I . . . . � . . I I � . . . . . . � � . I � I . . . I . I - I I I I . I . LIME AND FULL AMOUNT OF SEED AND MULCH. REQUIRED FOR REGULAR- SEEDING. I I . I � -1 I I I I . I . I .� I I . .� . . I . . I � . I I I . I . . . I I I . � . . .1 . 11 . . I .1 � I . . .. EROSION CONTROL NARRATIVE: I . . I I I . I . � � . Alfil . f%f%kJ0A(1Trn cgrrnrn I I . I 11 . � . in-ro^ki . . I . I I . � . � I construction entrance for erosion control plans . L I ,. I � tLtLAK1%d r tM, 1tLLrnV1'4r., ANU R I I I . I 1. . . � I . L I L I . . . I L . L L L AND. MULCHEDL WITHIN 7 DAYS .AFTER BACKFILL_ . .. . . L I I I L . . I . . . . I I I I . I I I . I . .. . . . I I I I . . L � I L I . . .. 1. L I I . L . . I . . I . . L . . . I... I I . . � L .1 I . I I . L .1 . 1� _ 6 I I I I I � -STORYL 21 200 S.F. MEDICAL OFFICE ADJACENT TO AN EXISTING L 2 -STORY MEDICAL OFFICE BUILDING WITH AN ACCESS DRIVE FROM STATE THIS PROJECT CONSISTS OF THEL ADDITION OF A NEW 2 11 I . I . . � . I I L I I I I . . � . L . . . . L � I I . I L L I . 11 I . . I . I . I I L L . . L I I . � L L . L I I � I L I I . L I . . I . . . - . THE PROJECT 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 !n I ALL TEMPORAR MS,I DIVERSIONS, AND SILT, DAMS AR . I I . . . I , . I � L L .1 I L . I . .1 .- .1 ,� ., 1- � .1 L I I L . . . L I � L .. L I L I . S L I IS LOCATED EAST OF ROUTE 29 (SEMINOLE TRAIL) APPROXIMATELY 300' NORTH. F OFFIT ROAD). . I 11 SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAWY. OR HAY MULCH IS I I L L . I . I I I I . EROSION CQNTROL OUANTITIES , . I . I . I L I L L . �1. � I . I L -EXISTING SITE CONDITIONS: L I i I � 0; 0 REQUIRED. THE SAME APPLIES TO ALL STOCKPILES, ON-SITE AS WEEL AS SOIL I I . . I L . I . L I (FOR COUNTY BOND PURPOSES. ONLY) I . I . I L . . . SITE DRAINAGE CURRENTLY THE SITE IS PREVIOUSLY DEVELOPED WITH AN EXISTING 2 STORY MEDICAL OFFICE BUILDING AND A PARIKING LOT WITH ACCESS FROM STATE ROUTE 649 (PROFFIT ROAD). I . . L I . . . . I (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE. . . I I L I . . I . I . .. 11 . . . . I . I . .L I 11 .1 L L I 1. .. I.. I I .. I I . I . . I . . I" 1, L . 1. I . I L , . . . . I . . I . . I .. L I . . � $ I CL . .OUTFALLS IN 2 LOCATIONS: THE EAST PORTION OF THE SITE DRAINS TO AN EXISTING 24' DIAMETER COiN RETE PIPE, AND AN EXISTINGL 12" DIAMETER CORRUGATED 'METAL PIPE RECEIVES THE 0) 0 'I-, . . I . I I . ML . , L I . . I I I . Ll E AND FERTILIZER .L . I . . L I I . I I .1 . 11 I � L I 1 EA TEMPOR I ARY CONSTRUCTION ENTRANCES 0 $1500� / EA = L I I . . $ I ,500 L . I I L . I L � L RAINAGE AREA. THE EXISTING 12" DIAMTER L LCORRUGATED METAL PIPE IS INADEQUATELY SIZED TO RECEIVE THE CURRENT AND PROPOSED STORMWATER RUN. -OFF. ? L I- < M 0 . . I . . - . I . . . . . I . I . , 3.38 AC RESEEDING . 0 $2000 / AC = $ 610760 I I . . 11 � I � . . . 0� W a. . I I . . . . L . LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BYL THE SOIL TESTS, SOIL TESTS MAY BE 1 , . � 1049 LF SILT FENCE . I . 0 $ 4 / LF = 1 $ 4,196 THE PROJECT IS .BOUNDED BY 84 LUMBER AND A MINI -STORAGE FACILITY TO THE NORTH, PROFFIT ROAID AND BB&T BANK TO THE SOUTH, U.S. ROUTE 29 TO THE WEST, AND LLEAKE SQUARE TO 0, i- I I I � I I OOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI&SU, OR BY A, I . L I I TREE � PROTECTION I . . . . $ 51000 THE EAST. SURROUNDINGL DEVELOPMENT IS SIMILAR IN NATURE, COMPRISED OF PREDOMINATELY DEVELOP'ED/ OPEN SPACE WITH SOME LOW TO HIGH LEVEL DEVELOPMENT AND MAINTAINED LAWN UJ REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY . I I L 14 EA INLET PROTECTION 4 $ 50 / EA = $ 700 EXPANSES. SINCE LAND USE IS NOT CHANGING AND THE PROJECT IS THE CREATION OF SMALL. INFRASTfRUCTURE, THE PROJECT IS NOT FORSEEN TO CAUSE ANY SIGNIFICANT IMPACTTO LOCAL I I I L . IS AVAILABLE FROM COUNTY EXTENSION AGENTS. I L . I . I / 1 .275 CY L SEDIMENT TRAP EXCAVATION � 0, $ 5 / CY = $ 1,373 1 . WATER ATION PLANS. L . . 11 I UNDER UNUSUAL CONDITIONS WHERE IT IS NOT L POSSIBLE TO OBTAIN A SOIL TEST,. THE FOLLOWING SOIL L I .. ' 362 LF DIVERSION DITCH/bIKE. L. I L F L . $ 1,810 . -OFF-SITE AREAS: I I L NO OFF-SITE LAND DISTURBING ACTIVITIES ARE PROPOSED. SITE IS ANTICIPAT S1TE (NO BORROW / NO SURPLUS). I I . AMENDENTS WILL BE APPLIED: - I . 1. L I I 1 .. @ $ 75 / TON = TON , 5 .Ll I I 375 -SITE SOILS: . I . .. . I I . . I ILME I . I I I I I . I L L I . I I L - I L THE USDA SOIL CONSERVATION SERVICE DESIGNATES THE MAJORITY OF THE SITE AS UDORTHENTS - LO�AMY, WITH SOME ELIOAK - LOAM. SOILS OF THE UDORTHENTS SERIES CONSIST OF AREAS I I X I PIEDMONT AND APPALACHIAN REGION: TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE . I I I I . L TOTAL ESTIMATE = I I I 11 1 $21,714 I L D FOR CUTTING OR FILLING DURING GRADING FOR ,ROADS, HOUSING DEVELOPMENTS, RECREATIONAL AREAS, QUARRIES, AND OTHER SIMILAR USES. THE AREAS COMMONLY ARE I .2 I L L I . I I (90 lbs./!000 ft?) L I L . I . . .. L .. I I .1 I I . 'ESTIMATED E.C. BOND AMOUNT = I L . . . $21,800 . IRREGULAR IN SHAPE AND CONFORM TO PROPERTY BOUNDARIES. THE MATERIAL EXPOSED GENERALLY CIONSISTS OF UNDERLYING. MATERIAL OF THE ASHE, CATOCTIN, CHESTER, CULLEN, ELIOAK, I . �, LO . NOTE: AN AGRICULTURAL GRADE OF LIMESTONE ED. . . . I . L I I I I . . I L HAYESVILLE, MANTEO, MYERSVILLE, NASON, OR RABUN SOILS. THE ERODIWLITY OF THE SOILL IS MODERATE TO VERY SEVERE IF THE SOIL IS DISTURBED AND LEFT WITHOUT PLANT COVER. THE L . I I L L I I L . I I . . I - I I � . I . . I 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 . . I . . I I . FERTILIZER 11 I . L L . I.. I L I I I L I I I I I I . . 1< U L 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 DRAINED SOILS. IT I I I L MIXED GRASSES AND LEGUMES: 1000 lbs./acre I 0-20-1 0 OR EQUIVALENT NUTRIENTS (23 1 I I . 1 L L � L I I - . %� ELONGATED. THE ERODIBILITY OF THE SOIL IS MODERATE IF THE SOIL IS DISTURBED AND LEFT WITHOU7 PLANT COVER. THE PERMEABILITY AND AVAILABLE WATER CAPACITY IS MODERATE. (SEE Z I I . bs./1000 ft.2). . ,, I L I I ,� I I I . I . . I I . I I I L � SHEET 7 OF15 OVERALL E I ROSION CONTROL PLAN FOR SOIL BOUNDARY MAP.) I I I . . I " 000 fi.2) IS PREFERRED; L General construction aetes for StorruwaterMana ement plans .L I L . .11 L .1 - V , L I .. , I I I -CRITICAL AREAS: . . I L L I 1000 jbS. L E DS ONLY: /ucre 5-20-iO (2�3 lbs./I i . L . I I I I I . . -NTRANCE. CONTRACTOR MUST MAINTAIN/! NSPECT REGULARLY -ROSION AND SEDIMENT CONTROL WILL BE THE SILT FENCING, INLET PROTECTION, AND T14E PAVED CONSTRUCTION E I CRITICAL AREAS OF E' (� I - . I I . I HOWEVER, -1 000 lbs./acre OF 10 20-10 OR. 'EQUIVALENT MAY BE Ul SED. I I I . I I I I. I - . �� - 1. ''. i ' 1 � - aud construt li -/ 4n, -i,j- Affeams � I L I I I ... ted fi'l to be. within 95%, of Amax imum dry de giVi md: 2% o f opti m ni. . � � .1 11, . L . ALSO MONITOR CONSTRUCTION LTRAFFIC ON ZEXISTING FROM WASHING DOWNSTREAM DURING LAND DISTURBANCE. CONTRACTOR MUST � PERIMETER SILT FENCING IN ORDER TO PREVENT SILT/SEDIMENT r - : I , L i,7 -1 000 ,1bs./,-jc,r3- 100-20-10 OR EQUIVALENT NUTRIENT -S, f123 lbs./ I I I Lnois�,e conterA_ Ail -fill rnati�rial to -b(-, approved by a gcotechnical engincer, --A, T VENT SOIL/SEDIMENT BUILD UP ON EXISTING ROAD SURFACE. I . q . I - ') N , I i 000 ft; ). I . . - . I . I I - - L . . I i . . . . IeoteChnieal en i a '� gim,er Is to be present during constructia, of da m s, . � I -PERMANENT STABIUZATION: � I � I . 11 I . . � "I I � I I : L I �) 1:,ip L: _ , , � 'r�_,()jf,_i T, � � _ ill 7._ S�, -wi � 'I i 11 ,_ , , e ,.I _f -, a to, C, ht fibi _V,orn-awp 2�1. -vv te ig. h- 'p , _t��r,ninaptn, t &�il:ti- a. r� a �, sx %�S_ 0 - FINE ,�RADING is L �'J 3 AND SEDIMENTATION CONTROL HAiNDBOOK ONCE r 14 . �-EEDING / LANDSCAPING IN ,ACCORDANCE WITH THE VIRGINIA 1:*ROSION , n 1 ITILIZING ' I _�_� V I ;. . 1'. 1�4 ___13 - 'THE SITE ILL BE PERMANENTLY STABILIZED - - U " i OTHER FERTILIZEiR FORMULATIONS, INCLIUDING SLOW-RELEASE SOURCES OF NITROGEN (PREFTE-PRRED IFIROM '1' L ' L _ I . -en -_� 'R I , P_ �'Porqry I � I I rm - <� aneni, -T � IT ��_, !) 0, 0 0 C C ,dimen! iraps or � Ur Ne to 3�-- whi ', - - t ' u vp, � d,, slonriwatou -OMPLETE (SEE ASSOCIATED TABLES)". . C t > QUAL11-f STANDPOINT), �NAAY 8E USED 1PROVIDED THEY CAN SUPPLY THE SAME A MOUNTS J, A INATER ^ N D I _). - , asins _ ICU ,q � - I I - .. I I I . I � � 1 - , , �_ L 'bilized, -STORMWATER RUN-OFF CONSIDERATIONS: I PROPORTIONS OF ,PLANT NUTRIENTS. . I _ managelnenT ml�alities, cox rsion.�!.Snot to, iake placQ unt ,e Site iS: sm- � . .lye I il: J� and 4, . L . _,� GRADING & DRAINAGE PLAN, I 1 OF 15 DRAINAGE TORMWATER QUALITY J.ANALYSIS, �c ANALYSIS, 12 OF 15 STORM PROFFILES & HGL cALcULATIONS, 13 OF i5 St 11 I I . 4-6 INCHES OF THE . 1. 4 I -9e,rA10,,SSio_n as, en Alle otint 6r Sj0nLC0.ntrQN_V"�neCt0f, b be obtai dLft()ra't. ,,. h,o. C . , y_ o . . I - ''I . ,. , I - . . . . I ,DESCRIPTIONS STORM QUANTITY ANALYSIS, AND 15A OF 1-5 9MP / b-WM DETAILS. 14 OF 15 "FILTERRA" INLET NOTES & DETAILS, 15 OF 15 3i I WATER I / JNCORPORATION - LIME AND FERTILIZER SHALL SE INCORPORATED JINTO THE TOP . L L '� � < -:E � - 1*1 _G LIME I _30IL 3Y OISCING OR OTHER MEANS WHENEVER POSSIBLE. F*OR EROSION CONTROL, WHEN Al-PLYIN-1 i - i AND FERTILIZER INITH A !T4YOROSEEDER, APPL:,f �"o A RZOUGH, LOOSE 333URFACE. I I : .-, F 11F DUST 3E"COMES A. PROBLEM DURING CONSTRUCTION, A �WATER TRUICK WILL ,36E REQUIRED 011,1-3,11TE' AT ALL TIMES� AND DUST MUST 8,1_7 '(��ONTROLLED IN ATCCORDANI�-_ 'k b�D.,,- 17 - Q �.7 , 7 _� _N i�'l ) I '� -, ( - 34 . I .,�--____,--,___--__- _____ _____ __ ___ , , �_-J _�7,j�l ��.) �, C0 N T R 0 L, IiN 'THE LATEST VERSION OF THE VA ZEROSION ;�'kiql) SEDIMENT (30NTROL IHANDBOOK� _��J 'j, q I - , --- �___ �_ ?_ I --, !:� W V) �m 10 - -, 4) n I !Ji I I:D 0 > 1 1i � N 0 0 !n � I 1 0� W - i. 0_0 , -:4 �,i �_ �? !_ - ?, 0 ,_ 0 W �Q -�,, 1?) 0; 0 0 W _- 0 Q W tn > La = ,-� N '4� - �_ 0 �_ Z W :D 0) 0 'I-, . M 1___1 Ca n W I— Z W :D 0 0 I- < M 0 - 0 �, to 0 `- N , ,,,�, W , -� !Z M I 0 0� W a. TA_ M 0 '_� a - e-:, In 0 tn �_ Z 0, i- 0 W 0 U) � - in W UJ - Z 5: ', 1^1 6 Z 0 �_ �< n 0 Q 0 IX 0 0 Ui > W a: �_ Z W Z D 0 a_ 0 0 - -" . 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FENS -NTS s 2: ,, 0J--= 1' , " . t QRox, i I>1.- - t I M - - - s!- ` D.A.= 0.48 AC. €tea � � ; � i LOCiTiON :.:' r -'z 1 - - 4% .:!," ,, '. w.'_.//' z tee,\ /'�.%'Y 0 � � � � . '� i POW l ,r AK.,:.t �,. ,,..f ° 4 `. _ # @ . ElSEII Ni r`' v� (� F !° VOLil•48 1.34 27 1 737 CU t T i u _., )( )= nB !v fl - t "�'�<' l'", t •, , 7 LVET STORAGE REQUIRED= 869 C,r, i , fii l „, h s {'� L \,T a. -. _:.a ITiAt_EV ,. r , - t NET STORAGE PROVIDED 887 C.F.C,F. 523.00 00 �•p r Twit ti-� t- t�� 2 IN rC TS I 4,, _ "-I i ,, P ::. 1 ,'4; .,1 �: - � , i;: , - DRY STORAGE REQUIRED= 869 C.F. t t J \ .�.fts , % DRY STORAGE PROVIDED= 1,213 C,F. ELEV= 524,aa„ �,, , \ � _ RIP --RAP 1' .- :. / ()• �- t3 Y � 04 1 - r. , -.. - e a. �x1 t' - .i s Q 8U1f.DIk_�j TBA.�K 1. '�' i ES '1 t I � I t �, °� �.\ :} fi , � _ � i SIDE SL�JP t ,DC , . I 3 z.. ' ; -- _ s-- w ''�, j,_lll�.r:,' may.!'' \ r,,,, .` , s ., � trt - ' I <. ' € ._t ,y� 'r'^+, I y s'^n 't7 y'_' i 11 �. x `:\ ;t fl ABOVE PIPE R. w : �::' p 1) " \ \ t 1 i; ti 11 ,"x :. + - VERT i ( S I ({ tt vi ! aS� t a x < ,. };. 3 V \ iT.i�� ? :jJj( e' �`" '1/ -i w* 9 i:1 3 a, / y f i� (€. 4t ,t \ Ali - 1- 11p; �� �� ,. , E&S COIF \ _ v I 1 i i 3 ,p L3� fl t € I _ --� f-, STONE FILTER IMAM a �' '� t, <, 1I: 1 1 \ �r• I 2 0,48j6 - 2.88 - 6 rs >- Q i ,„ DRY STORAGE S= s- 1 i ; - >^ ra 1.TPOFB _ <- rip. -1. , > I'l:1 \ $ • ELEV,- 824.00 - , �*, x �,* ! 1 '� '�% ERM- 525,00 [ _^ �: f.n f., ;i _ ...�._ ";,,. a. J \ _ _ TOP - OF STO _ i!i �- f , f € S. ` _ `Y '', s "? j ?,°? l`yi 5s > :t fib.:g ' 't - 1 :µi t t - i \ - � "'� - - y t -� , ,s' I '� 1 CLASS I RIP --RAP `� :�, € t _.. �.;� `�::- i �, ,,� -max ,.,g.`'.",;.''"„moi✓"-' 'yt. [ 4 +,... o t f` _I \,, i. ,,fir' 1 , 0 `"' ✓ '^✓L t , `� _ # E P' i ,.w �.LJ\�. i \ , r" + n , 11\ i u"Ill3' , , \ \ a i ` ',, ,, : ! 3. i i j s \ `a f RY ' Y .> LJ 1"4 1 € �•.,�. . , .� L \ ..;n `.,,'; `� 4t t t ,^, '` •b yea ,,,:� ,,. ,>., i ..� .r 4 - '� •ti E I - i� - .. ' as �4._. € - € _ _ WET STORAGE ____- ______ 17 X S 4 I 1 7 6 �. . \'3 .r'' �>_ \ �: f' ,; 1 4 'd</ ,s" .L. tr ">` t `� � \ � i... - _ - - _, ,,'� '� { ° } 1_ r _ OT 3, 357 _-- u �, ,. z. r � �_: > .; �� f, r `, r . _ ELEV,- 523.00 i� \ t {# T �/ t ?', V \ j i "-'•� �� .r's\'• �'� \i s�^""'�'t'�";�;,',, �i. i 5.: `"..%':X'-`?� 1Z\ F Fl?....�, I° i. _ + 4 _ _ YD }-' s�t.1 1' I I ti` �, k _: r .3y f C 1 �° I I - OR 5 STONE W J J w ,9 T . O,^ _ jj ,. a t' .v' 9''x: a :-�,•�.", > ..^� 1 �: s:.'a...:„a.,..., r�r € },w„: .t. ->7-. �. 1 s ,:,n \ \ 1' mss° ?_ } rc ,' In ,n ty, r- 4�>: e R -, CLEAN OUT AT <t $t VO i i \ . I \. �. �` ' -� A t .€ 1 _ ILTER CLOTH .• \ :;�, Q� .,=--;'`� ?', s� ,,,N� ..,+" -�, ya (, ,r.,. ..:�,oia' . -' ` a '� ; �i .,,� i / ,�.,f_ .n,,._» -.a 1.s x ` ELEV.- 522.rJo n tYn i � i .. \� L7-' :�l .3� €, i'\ '��•, "":�. n, .r '`�,a,..'a - -.? >'.j m.w A .t � �' } - � „,Hu��- f i f._ �4 j', '\ � .. � � � � y j w'`r \� \P `, ,�0.�� ---,0 i'i"' �, '\ ja'ch .,1_,\.^ i-,�;i^' `� \ \\ \ Y �' �•1 j C j"'w«M s° �f' .. y.� \ z BOTTOM ELEV.-- 522.00 co i q iii'' '+ k ! . ` s;•. �-„�-"""", ` - w''� ° n . - "\ _ ..; '",� r \, �.` '� �"" � ;w�' '"''w : "t r'''` ',tr'. € � ' # j - - - - . ARKIN[i '-41 ,s"''"I \ �1 C -..�, �\ ``i. -:,�`_ .r Z Z \ � & - t > .. i UFlER - `,_ 't< \ � e ` '-..__ •:,, jc \i\ \ , ,'\ 3r ," r E ?� \ \ ` "� , x it x \ Re m � ,. 1\\ � a TEMPORARY SEDIMENT TRAP \ \ ^ Y �� \, .z a .,,." y� 1_ \\ is ":a \ '`- - l F,. �� r„�C� � `\*! '\i, ,,�,; °:,� ��^_:',:�,_ ~`\-e� �, �:Wp'',-` _ r' �`� af. �� ,�` 40', 4 b \ \ f L \:i##� ? k` cess Ess�YPI AN VIEW �t \ \\ \ '.fix 1,< � r f \ '; \ � _ - —\ to ' ^- - - -� I °\ - NTS �___ t , �` W ; \ (3 E ; F it y `,, � ; �� 0 :t ,§�.�_ O 1 -} INITIAL: ` ,� ' �. TS I + Fl ,�s �P TEMPORARY SEDIMENT TRAP' �,� ,,,, � . � �� f.��' �, : \P �: � g DA -x.24 AC. � ���� �� �j :s , i' � . :I1j �; `� Li.. l `a ` 1 %��\, ,i•'". ,per'"\�' £ ,',mi\- ` ;A' '-. C`x.:F`�%s�'1 } I �-: � '4 "X` - T� -.7T 2 i r �� � ' t 1 11; � 11 T. 11 \ 'ice ..... i - ,_^^ ,�a,'" `�3 `I \ <'\ . N - - I .. r.; }} - i` }t \ it ��_ _.- o� ;. 1 ` t ! 1%%1�01S.,,�, t, \ I \ I , I i &A ��O c S ^�.,.'' ,a,. -,...-=r.- `....»�.-w , LDL --�"�. =r�."C' t. ` f - ` - .-{� ! ! sd.' € S&€w L > �; tDb tDL lbE LDI �_=1 rc� ill ^" -..�, 3 f V 3 i } ?° 1 C f -- LDL f f < :?'riS;: wi €`c'..`�s �>=.= •_ e ,,`•. "i',a". ; . `'ra':`" ...;ice'"":` 'a"^z-ter--. a--,'rf .._`°�\,-moi- i ''. i f O i - r �... , _ - --------------- wm-tF3 > n r 2$6:17': {hH r 2 . s tn<x z -:S i o xi a;_ ���� �.: a `.\e J, j °€ t L'3..�-Y.; .€?A _ - F.._. ..,,,.. ,...,.....Gi* ra :J:"i� .._._ »..,-....M_ »..,�.» a...._.......,.Y.. \ ` , •� i'i F` y,. ©`'('� - . - + 'I t @ I I 1, \ - __l \ I ` 0 rte•'' --. / a y r � � , \ ", �,i,I, z�, / . � . ) . iA ,� \� \ \ �\ ie a Ili 0._,i "% .y � 11 , . \ \ �,�� t,\ " , \� � / , -, � A� �„ - ^r'` s ' a3 � ., _ !^",% - k ' a�'�J`r$, t \ 11 j i j1 1�,ft - j;.,' 7.� �r � �. T � S I w.: - ,� / � ?" fit} 2Nl,m�11 \ $6, iN �I ��j� �'/ b, I INITIAL E cS PLAN -- �-=' _ K _ f'�' ., �, a " `� It ItV� �- (p / �11 .. SCALE IN FEET P_ i ,r `��i, `' INITIAL EROSION! CONTROL SEQUENCE 1. INSTALL TREE PROTECTION / PERIMETER SILT FENCING LIMITS ASI SHOWN ON DI -7 . THE PLAN. T{�P=522.9(} 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 . .INV. IN = 518.60, INV. OUT 516.23 START-UP. . 3, INSTALL PAVED CONSTRUCTION ENTRANCE. 5=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 I I 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. APPROPRIATE . COHESIVE CLAY MATERIAL TO BE USED FOR DIKE FILL. . . .. 7, INSTALL ROCK CHECK DAMS ALONG LEAKE SQUARE. _ - - I. . . . .. . . I 1I I II 8. 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 1H. ASI. BEEN APPROVED I. 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 OFI THE SITE, TEMPORARY SOIL STABLIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT. FINAL GRADE BUT WILL REMAIN . .. NTS _ Lr -Lei D.A.= 1.24 AC. VOL: 1.24(13.4)(27)= 4,486:CU.FT. z _j WET STORAGE REQUIRED= 2,243 . C.F. 0 0 . WET STORAGE P1.ROVIDED= 2,465 C.F. 0 ELEV= . 521.00 J (9)_x Ce DRY STORAGE REQUIRED=2,243 C.F. < > I _ . DRY STORAGE PROVIDED= 2,535 C.F. ELEV= 522.00 W ., . . = I•- ILAJ mo- 0 - - Z L,..1 O U EXISTING GROUND STONE FILTER DAM V) 0 DRY STORAGE 2 1.24(6')= 7.4'= 8' I:]'_ W _ j .. . ELEV.= 522.00 1 TOP OF BERM= 523.00 Lij 0= . TOP OF STONE= 522.00 LL_� ^ q CLASS I RIP -RAP 1 W :2 � W DRY _> Q _jWET STORAGE WET - �- Q W < ELEV.= 521.00 o CLEAN OUT AT `-` Q- Q ELEV.= 52 40 25 DOT �3, X357 D o � Q fl- z BOTTOM ELEV.= 519.75 OR #5 STONE ' EX4" :2F-- . _..2RCP FILTER CLOTH �� O . - RIP -RAP VDOT #1 COARSE /LO516.5 +/- 0) p F AGGREGATE \ � :2O 6"Q � to \ \ \ I 1;,i ., U Z \ \\ \\ w v� C) FILTER CLOTH / ,. ,\ ,\ k+ (OPTIONAL) t z - E-+ r- m o � a� VDOT #1 COARSE NO3 AGGREGATE : '� FLOW-► 2 2, r © N o o o �. . t-. I „ W � N Y \ \ � N N \ \ ` � N t< . o�' . ��oo \ Lu Z --�, . Z Z ', L � , a) � Q DORMANT UNDISTURBED) FOR LONGER THAN 30 DAYS, PERMANENT�_ ' .\ -- �,. ,i4_A_ml'At-&A . . STABIL IZATION. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. E .: S LEGEND TEMPORARY SEDIMENT TRAP 2 �, \ A � -. �, \ \ x,11 \ ' - . I .� Ir ,, , 12, ALL EcS MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION II l_ I.Il PLAN VIEW - \ OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. I . I. -LUL-WL-LDL- LIMITS OF DISTRUBANCE. I NTS �- ...., •' • \,a, � � co � I 13. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT X X SILT FENCE ' ^ ,. - \ `\� II11,','� , APPROVAL OF THE ENVIROMENTA}L INSPECTOR FOR THE PROJECT. I II- �,.,. ✓\ '"" I I . -L . TP TP =TREE PROTECTION \ \�I \ \'. 00 I . . r I _ _I l--_w&,. ..� L _ L DIVERSION DITCH / DIKE . I L= THE DISTANCE SUCH' THAT POINTS A AND B ARE OF EQUAL ELEVATION I , ,� \ -� = N I CE CONSTRUCTION ENTRANCE AMEN CHEM AIMS = •0 I . I I L - , ,l) . ST SEDIMENT TRAP 8 IL mft L 6 C i3€�ECK DAM dock Check Dam . Acres or Less of Drainage read tCD )Ii � ,, r I , jj( LI /__- \II,_rl-_I _._-__- I-. �;I/ �/' 1p_) ,1 SIL I E CE ,RCDP ,,;II , SPC I ECTIC= I . `�'� .. �a IA -ESC Std. O. �3-20;1 _ ,T� � F Z " t I II . . 1p._ `_ LL . 3 i - - 3 . CRF;I) RIP RAP l tiP % 11fl V U . r;:, - - _ L. tis- ----- . y s i ° - . �zl � N SI. l i - _ - _ . % t - ins .:r .-_ - -_5.. t :' \ \ ''\ . \ _ .. --__.. .. !j x _. t+ 3s - b -_ 3 > - _ :; - -- --- f ...::t.°:f 117 _ I - _ 4 E M E` ol, �� < TRA &_____. \° P _� . _ .._ _,.., �,"j- DEMO AL , ., ___ � r _ � � � V �E�ENCE _ >> . _ _. _ _. ...,..._.___-._.., Y>__ _ . -_., ✓,.. .,.+'`s--„ '.. ___." .. _.._ - rpt' ,......,�....-----" ._.. - 2 ; x 1 _. __ x.> .xr. _ -Y . i :'x`X-x-- yt �aZw " >r } i. i , - �1A1 �4. AFTER THE SOUTH t PARKING, _OT HAS BEEN �< w MAINTAl�I, v - ,;- :, } I S f _.....____ '�. 'yj� Ij1 a 1'.. i E' i.- _ f s'3 .�'-- S :.'I °.c;2 L' - i - - �'� "� i f* i J� �, SILT SEN - �r i -11 :, >_STABLISHED WITH \..ONTRACT TOI E SND CURB AND -PROXi 'A $ LY 'It l,: art 1 ! ✓ r j I \ a ! �wN i t i Coca t-- . 1p x::' �. .y ; BUTTER AS �rON ON TIDE OVERA�LcS PLAN, sEtt rr ,'t - ./ _.\ [FR a, s r•y. G8 .297 \ ".,? x" .v r "" ,<l _ . I <:: \ \,_ I'MP lk _ 0 F ry ,. � 1 ,_ er \ INSTALLATION OF THE UNDERGROUND DETENTI01 \ -.r :.: r'" b. i :a.:. _ I ' � a r 1. I ,!� STRUCTU `> �ay. I RE 9 AND 9A AND STRUCTURES Ar ! ? AND #60A MAY BEGIN: EXCAVATION AREA SHALL BE } a\ - i 1 -0%4, :iE� 1- � :4G- 1 N i 1 I :� \ �':1 CONFINED AS SHAWN ON THE SEDT _{ r+ MINT TRAP 2 I +i (]" 1! i t; I r� j ,✓" ;.- a 1 t f0 f ' H IN EA K i v'E+ »"Z7; 'i t i \ REMOVAL T I _ �,�. �i EMO AL .PLAN, � ,< M N � _ I IMU'v1 CO _'�� RUC F=. I ACCESS # L -N- L+ S _ 3��{ :: ,.<: .,tea^^ -�- � a / H � SEE ST#2 f ti t f W a 5 �r I 11 I. I a; :�` RcMAINING S L , *,.- :.q „� �' ;, �r° .�9 ��_ 1 ii HA � BE OFr OF ,HE �NTRANCE FROM '. Y .» :'S•` ''` :: r �r - :,:%' ,. �. = �1 I - i 7 S» ,'s , ` R E M V ] �' ,� `'9 :gym A f t 1 i • '- �+ ;.eye 3 S \ ':.J r- , I i' yL %. = .:, <- ' i ;.� ,> TATE ROUTE X49 PRO F l ytw , 1; r x FIT ROAD UNTIL �, . I DETAIL a- L _ TAB IS D HE 4� 1 >✓ i f-. . yr; r. 3 . t_.:;,0.' ., . -+. sf 4 l iz ! 1 ' UNDERGROUND �ETENTION STRUCTURE S COMPLETE, `\ �e ��� gyp; ,fit rF �J �s� v� LIMITS F '' f I 'n. \ �+ \ ,+i. " .'JP 'i <<r, "'moi }.q°eon 's w.' #�E q77 \ . t!� > sn t \ a 'sr. as e=;d : as 3J ITEWOR s ,.' �. , " X,. 1 ; 'x � �, 25. ANY REMAINING SI G \�y N /jLANDS-CAPING SHALL BE Y ..:t ; ,.> `' .::,•' Y s`a"f� / ,.;��'-` �-1 .,.-' � , , . - i s E71. L L a�. ,.. t . I I � - �, f 1�< = .,ti rV� ULTIMATE #ji \\ j}��/�j 11 -- \ `,\ `�7 w?� \ _ `',s. MF'LETSD. \ \ fl 48 AC `� 1_;;r f f , \ W ` I �i. '`i , � �` R jj] T ,_ .:% ry1-1 •`•._ A` A `,,;r\' ti d ,. �, `s -% �3�a� yy ."` 3T VTl S t .'Vt z £ '\ 1% \ ✓ \ ✓` S3 r,E2a3 r,y e" a ALL EBcS MEASURES SHALL BE INSTALLED 11 j .: � � 1 , x'. AND �. ;�•.. i <. �� t 1 v i` r � MAINTAINED NT I N _ � . A ED PER LATEST EDITION t � N OF VIRGINIA ., � A EROSION �: , 11:: _ t' € AND SEDIMENT CONTROL MANUAL. I I f \, . T ✓ - I_ \ = t o \ I V u v r 27. NO E osI K3 ' I1 \a z ULTIMATE _ r R ON AND SEDIMENT CONTROL MEASURES CAN w' S i f I N %- aa•, r :�, A-1.21 AC BE REMOVED WITHOUT APPROVAL ( TH 1. \> F E FFEP�e ,, ri - TO ST#2 :� } Sys I �- `yt' PROJECT. ' ''•_,_j.. \ ' s `F. _ .!. .` \ `;;, .,0. .aW :` r '' Y 1- - is :. „, I ENVIRONMENTAL INSPECTOR' FOR THE PRO EC A q, ,, . ,I j •11.=� \ \ \,,� \ _i -\11- SS- 0 .CCE ES ;' lm -1 f a \'`�? e+ ', ` c. = , 1 �. . 3 w .� 1 i \ 1 �o� a{ i i . �.. �` I 11 ( `, F 1 i 1 i . . lrr '� n t r, ;1 ..3' ,1�9, ,� r' 1 \ . f i 1 ; . . 4 1, I I i@ .gym _ .av j s 1 - � 't t f I 1 . I1 I 1 C \t L 1 �., �j, I°�� i•� � > ,- � � � -; � ,f � :�.. , � � ,I�,�� ��.-:--- E Bc S LEG EN D 1 - t' . . . r ! s Y: P / / .1 , 'f s 1 �. f _4 \� LIMITS OF DIS ; �-�--�= , ,..., � �°'�� ., �` f �� �.-St)E.-t,x—I��- TRUBANCE b ,�i , / - P �" N i �a L e M t �fi� �� � _ �� G� I i i _ '� x x SILT iT=- .�.. ENC F E - ,,= _ S t I M h,.W : - [ 1 I �— --- �— >,1: S nai ='r aY x r ;` - 4 TP TA T _i ^ `T =I �� � :� �- � ' �, A y 1 � 1 REE PROTECTION �e a 11 , _ __ s - - t 1 IER . z DIVERSION DITCH DIKE 7 � �' 1 I - {,-jg .8 j}sa" 7 - t.... � •,�-.,� _ 1 :a 4j�e, , , 4, •, GL>','} 9 / - .1�1._/_, ' �1{I �'C ' s .j �..,y /,i _ r� _ i s � E%�_.. _ �- .� / " p1'I PO !' �; Imo. \ �_ 4.. x / 1N R I ' o '" CE CONSTRUCTION ENTRANCE t� �P � � I `j �N 0 - - - - eFi ...'.•'Sw ice'+ t P I % 1 . M P � / :,_ � \ . , .41 - p CN a s., r`Y I � �l'" ,11 3 `£� OF � P-��0 /..,x, A- -�,, �\ ST SEDIMENT TRAP ; - �.�'" y^.' v - r 5f' ^ CS" i F ,moi (� Y - "� J �`'', ._ - - _ I ' . .. _ . � , ' � - a, `` \ I 1 >: �` _ `' ,� CD CHECK .DAM Ii E q ��}� 3'� . _...._ 1/1... \ � _ �v . . F IP -1 SILT FENCE DROP INLET PROTECTION . , \ c- I -" . - ': \,,, \";'�A I � 0.� 01 t " S'% S j'�n"l � 'i -411� �Im� 'y `� 0 J > .. _ytf d ' \ _� / _ - I IOVERALL E&S PLAN -- '.,_ �_�' � — ;,' , �� � \ , ; � . 4 , \ ,/ - , 'K- � ,�, , - '` r'- , ``% - I I I .I . f SCALE IN FEET . I � -= , ;'' 4� `> '`� � ; . �. .i1i� , I � . I -�$I.. ��0 I. I I ___ IIII4IIIIIII 0 . MME8NI0 . .. I -1,I I . . II I . \,I �. �� I . I I � OVERALL EROSION CONTROL SE^QUENCE 14. ONCE. INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS, RELEASED BY THE ENVIRONMENTAL11 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.. CUTAND 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, X60, 60A, OR THE UNDERGROUND DETENTION STRUCTURE9 OR #9A), 17. PROVIDE BUILDING PAD, ACCESS DRIVES., AND BUILDING CONSTRUCTION "LAY DOWN" AREA. 18. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF 11 STORM SYSTEM WITH SANITARY . SEWER AND WATER AND CURB/GUTTER FOR. ROADWAY AND: PARKING, 19: COMPLETE CURB BACKFILL AND FINE GRADING. 11 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 ING SYSTEM.) . 22. COUNTY E&S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR TO FINAL SITE CONSTRUCTIO1.N. 23: ONCE SEDIMENT TRAP #1 IS RELEASED BY ENVIRONMENTAL INSPECTOR, CONVERT TO SWM/'BMP. I \ i ? t<t t 7\! 7z 1\> n In - I 4/FF,B3 r'-�`f \fie`.\ ..I:' d.. , fr, Q ! 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OF 2,4"O RCP CL Iib PIPE TOP = 528,99 20.83, 5A INV.IN = 521.,18, INV.OUT = 5 S=0,66% 71 L.F, OF 18"O RCP CL III ,PIPE//ECONVERT EX. DI -3A TO IMI -1-1 1A' INV.IN = 522.50, INV.OUT = 522.27,6\X- TOP = 527.93 S=0.32% . CONVERT EX. DI -3A TO MH -1 94 L.F. OF 24"O RCP CL III PIPE ' TOP = 527.27 6A' INV.IN = 520„67, INV,OUT 520.05, S=0.661 DI -7, GRATE TYPE Ill 14 L.F. OF 24"O RCP CL III PIPE 30I W/IS-16B INV.IN = 520.,05, INV.OUT = 519.95, . TOP- 526.50 S=0.661 (PROVIDE OPENINGS FOR .6" UD'S) DI -7, GRATE TYPE III A. 54 L.F. OF 15"O RCP CL III PIPE 50 W/IS-1 INV.IN --522.79, INV.OUT 522.52, TOP 525.00 S=. 0.50% (PROVIDE OPENING FOR 6" . UD) X. 33 L.F. OF 18"0 RCP CL Ill PIPE 49 L.F. OF 15" 0 RCP CL Ill PIPE 2A INV.IN = 522.25, INV.OUT = 521.92, OA INV.IN = 519.42, INV.OUT = 519.10, S= 1% S=0.65% CONVERT EX. DI -3C TO MH71 I MH -11 3 ' TOP = 529.49 7 TOP = 527.00 69 L.F. OF 24"O RCP CL Ill PIPE 43 L.F. OF 214"S� RCP CL Ill PIPE 3q' INV.IN = 521.89, INV.OUT- 521.78, 7A INV.IN V11N 6� 519.00, INV.OUT = 518.50, s= 0.16% DI -7, GRATE TYPE 111, W/IS-1 1. EX. DI -3A . (TO REMAIN) I TOP = 524.00 4 ' TOP = 529.1.6 (PROVIDE OPENINGS FOR 6" UD'S) 62 L.F. OF 24"O RCP CL Ill PIPE 214 L.F.. OF 24"O RCP CL Ill PIPE 4A INV.IN = 521,74, INV.OUT 521.22, SA INV0I5% 518.40, INV.OUT = 517.33, S= 0.84% 1 1 DI -38, L=20 60 . X. EX.. D1 -3A (TO REMAIN) W/IS-1 TOP = 532 29 I I I TOP = 525.80 . I . I I - . I . I . . I . I 1 SSD 56 L.F. OF 4"O PVC INV.IN = 525.60, INV.OUT = 519.44 S= 11.00% RDI 58 L.F. OF 8"o PVC INV.IN = 525.60, INV.OUT = 523.5 S= 3.62% . RD2 92 L.F. OF 4"O 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 Ill PIPE FOR THE STORMWATER SYSTEM. HOWEVER, CULVERT X80 MUST REMAIN RCP CL III PIPE AS SPECIFIED. - . . T MIN TC = . 8 MIN T - 5 MIN TC= 7 MIN C' C . . - - ---,----,--.-- ---- - --- - -- ------,----- -------------- --- ri I! 'Rummel, Klepper& Kahl, LLP � i i 1 1 w __ ___.___.__.__..._.-_,__ ___._ _ _,,.--- l ICo Consulting �n in e I , n e rs g i g '841 Fast Main Street ? PrgectName:MARTHA EFFERERSON HEALTH.SERViCE _ `pate' - _,614,2448, E $ __. t :Richmond, VA Location, CriARLOT(ESVtF Computed by -$AK Y -________.______ __._____ .__...,. __. _r.__ ____._._._._._ i ;Prof, No: =809-034-01 Checkedb <RTM i r - 5 - - � I k i f i t . INLET Outlet Depth (ft) < outlet Ou et Velocity {fits) T Qiiwater Velocity {f11s) 0.88 { G2 G2t S Sx T W 0.352 0.053 3.094 1.546 0.92 .. � W 513.82 0.516 . tai Ob 0.876 0.360 I T 0) 0.96 1 1 0.96 519.83 1 45.528 W 1-S2n u.t tl 3. 0 . CJ 0.368 x }- .a I- Q W I 'ai tom- 0 , o 0.376 0.390 `a,f 8 0 11- . Le L3 W F o l- (D iz � r j o 0 8 a 4 3 � + � 3.248 1�1 W a 0 0 1 5 9 85 OS .564 z tJ) @) '„4. .y I 11.1 �. 3....,8 .1.704 1.11 1.11 z � g 3 >- x litj� I 1-S2n Z , ys a LU � � 0.061 01) 4 i 1.14 1.14 :� x %� �If _a � 1 S2n y_ 1- .. � € 0.407 � 3.315 /� S.�rJ. ' �.r Z 1 519.39 %592 <-J Cr 1-S2n . 0.410 0.426 0.416 W 7 U-1 - (O 1,23 y- ' 01.603 0.040 !-S2n 0.417 0.434 0.424 3400 I i-77? Y }) &0 `� 04.673 3.003 ti� - 0i 7.OS7 i X378 i 1.760 I C is 0 0' a a) 2 F (n 1 � C TOP = 525. i 0 x LU 0 I r a. , 145 .0 12.0 0 I 2 .31 I 1 EX20 EX 0.77 , , 0.46 0.46 0 t 3.82 1 a. c3 a. -Q� I r 8.2 58.0:: 0.29 G EX.1 1 0.67 078. I 0-98. 71.0 _... 1 -.. _. _ _. - , .__. ,._ . (rT, {A0.) INV. = 516.40 .... _,"_.. 3 -_-..__-_........- IirVhr � . Icfs) I _... _... - Icfs) 6.0 _ . IirT) { `iir�) _..____l.._..__:_ IFi) ..._. _ _ ...._-.. -- _.. (FVFT) --_.._.-_ ) . __ _..,. _ _:.�... 13�y) _ .-., _....._ ._ ----. . 1F'1F') - _._.,-.... (F') I(F-T) �- -1-- __...- -..... 1 `rfs) _-__...}.. Icis) _ - -......1 1 ice) _._.._._ ) -.- _. _:.... 3 .. __:.... I �'1 2Y I .-„i , 0! 3A ! 3 ..' 2.5 {S 1 ' 1. ,1 10.781 + , 0.0 r+ a., 3.J - , C.56 t 0.00 6 0.56 , 01 . O.t , ! .020 '. „ 5,26 1 t 2 l rJ. �8 � 2 J.DB 4.1 a 10.5 Q.Q9 529.49 W/IS-1 EX.4 .� ,' I.5 1 1 (, »f, 0.56 0.00 4.121 0.4�s -, rs, • fJ.26 5.32., t 1.�. I r ?.�� �A L.� � 3 3 L�.1 _ i 0.0 � � 0.40 i J7 0 I0. - i 3 7 , 0 0 8 99 1 v.0�. J i �..3 € , J� _. � 0'.'"84 : 5 �,. 83 0 3.,�, 9 I , I '` �s.3 t •t i' !! . -e ,,.,3„ 0.'106 �� ti. �Y ..� � i ,. 1 AI 0.7e r i r� ,7.� 73 i 1..10 i 1 -- I 0.0723 TOP= 522.10 1 f . 1 �, I !m' Di -2B � ri -� 0,35 U.85 0 3 _ ct , 1 r . t, Q.� 1.,,3 ).02� � 1 Q .053 ( 3.80 2 �r � ._J � '" f 0 083 I r. r+ S 1.� 556 1 a 1 < Z I i � I I � 1.3 3 ' l > , U.OQ 0.23 D..I r'r� 0.5 �_ � 3 S= 5.6% ! 03-28 6 0.2� 3 0 .75 0.'17 .4 { „--- x.59 r 0..10 0.69 � ? 0.02_ 0.027 4.15 2 � 0.48_ 0.083 � 3.0 4 1 3.3 0.139 0.166 6.5 6 0.99 0.68 0101 I S= 0.50% 0.4 .4 49.4 7.00 > E < 40 DI -3A 2.5 01.29 10.59 " FILTERRA" BOXES .0.1 ! 16,5 l -- 1.11 ).0!3 11.11 A Al Q: 13 304 D 9 .�.7 t 2 J. �3 f t' 0.013 0.265 13.75 3.59 F82 8'X4', TOP = 525.80 FB4 6'X6', TOP = 532.29 l i 11 a�__._1 �.5 _ 1. a 1 0.00 9.13 0.46 10. T 9 a.76 t _ arZ ') 1 �j �] l / 1 ] <'s 09 7 0 i "� 6.5 Z;: , ,J.7 Imo.; r t F 2 �.J, � 1 .02 1 _.�3 l I s �, , _._ i ,DOS:. 13.7731 3 � ? } 0.74 ! ! >_ 420 2 i -00 � 0. i6 } 3 0 ; 0. .� 7.0 0.0064 `+ C= 0.52 Tc= 7 MIN Tele 2 - Culvert.Summary Table: Culvert I . Total Discharge {cis) Culvert Discharge (cis) H Badwater Elevation (ii} inlet; control Depth ift) le . Outlet Control . Depth (ft) Flaw . Type Normal Oepth (ft) Critical Depth (ft) Outlet Depth (ft) Taitwater Depth (ft) outlet Ou et Velocity {fits) T Qiiwater Velocity {f11s) 0.88 0.88 519.80 0,504 I 0.000 1 "S2n 0.350 0.367 0.352 0.053 3.094 1.546 0.92 0.92 513.82 0.516 0.000 1 S2n 0.359 0.876 0.360 O.OSS 3.131 1.558 0.96 1 1 0.96 519.83 1 45.528 0.000 . 1-S2n 0.367 1 0 393 0.368 0.055 3.170 1.624 1.00 1.00. 519.84 0).540 0.000 1-S2n 0.376 0.390 0.376. 0.057. 3205 1.638 1.04 1.04 519.35 0).552 0.000 1-S2n 0.383 1 0 8 1 0 1,84 0.059 3.248 1 1.642 1- 1.08' 1.08 1 5 9 85 OS .564 0.000 1- 2 S n 0.3 90 .4 5 0 0 0.394 0.059 �. 3....,8 .1.704 1.11 1.11 519.88 %575 0.000 I 1-S2n 0.397 I 0.412 0.402 0.061 3.288 1.710 I i 1.14 1.14 1 519.88 0).583 1 0.000 1 S2n 0.401 0.417 € 0.407 0.063 3.315 1.596 I 1.19 1.19 1 519.39 %592 0.000 1-S2n . 0.410 0.426 0.416 0.063 3,365 1,773 ' 123 1,23 I 515.90 ' 01.603 0.040 !-S2n 0.417 0.434 0.424 0,065 1 3400 I i-77? tu_. �''-.. r_ 1�'7��5;991 &0 `� 04.673 3.003 1_S2n�_02k _._ ___0"d1 0d37 Y 7.OS7 i X378 i 1.760 111!X! Elevation (invert): 519.30 it, Outlet Elevation (invert}. 519.05 i1 Cuivert Length: 48.04 #t, Culvert Sipe: 0.0052 .....xve .-9.-." ,-i w4ixai--r ,T.... a sz.a Y*a5a.: -**.-aixl.Fiv+#yasi -* ---�--..._m,_--____._._._-.._ =Rummel, Klepper & Kahl, LLP O 1 1 i i i ;Consulting Engineers j _ ! f W '� a taxi ?Ili 0 j• -I.-..,..-...,_.... ._.... ..._._,.-i...._.,,..m..-..._.. .F..._._.. ,.. �_.... .,.... Pr ectNd€rte MARTHA JEFFERERSON HEALTH SERVICE Date 4 I841 Fast Mann Street cJ , 6/ !2008; >� 0 W 4 0 a , �-- -<<---- /I.i 42 L.F. OF 15"O RCP CIL 116 PIPE (3 O ii 0 I Nil- � , = -� INV.IN = 51.7.27, INV.OUT = 517,00, rte;' Uj ii 1 0 � � t z -W !.I- 0 > 60A S= 0.64% T a- 't � I M W .-, � a M UNDERGROUND DETENTION � U. M 0 W 0 � - (5) 107 L.F. OF 48"O RCP CL III DETENTION WIPE I , a C ca l � " {(Y \ �� INV.IN = 516.50, INV.OUT = 516.10 4.- � '' ' . �, a 0 0 W/(2) 32'X5' JUNCTION ?MANIFOLDS. v � 11-1 of � � � '.0,9 ! 0 C M.H., E 0 0 W z W Remarks �„ E-- A TOP = 522.80 1�- U E, a) '- >- ttf :_ M a >, C INV. = 516,50 to >? Ca z � to a) � M.H., _ �' n � � W N. B TOP = 525.70 > to � &0 `� � 1-, � > 1NV, = 516.85 E 0 C is 0 0' a a) 2 F (n 0 � C TOP = 525. i 0 x LU 0 W r .4i 0 6 145 .0 12.0 0 INV. = 516.75 2 .31 534.9 5 EX20 EX 0.77 , , 0.46 0.46 1 145.4 M.H., 3.82 1 a. c3 a. -Q� 14 r 8.2 58.0:: 0.29 G EX.1 TOP = 521.80 0.67 078. 0.52 0-98. 71.0 12.29 3.78 3.72 D INV. = 516.40 522.27 0.0032 u') 3.4 6.0 0.35 H 30 14 L.F. OF 24"O RCP CL Ill PIPE �- _ V L" W U "I 8,00 . 9A INV.IN = 516.37, INV.OUT = 516.28, :r 0.0050 0 .. 4.5 0.24 C S= 0.64% EU 0.00 ,-- 0.00 1.617 33.0 . 3.73 DI-2B, L=4 527:27 522.25 -1 0.0100 18 5.9 10.5 Q.Q9 529.49 W/IS-1 EX.4 0.00 0.75 0.00 1.67 69.0 12.74 3.72 6.20 529.49 i 521.89 TOP= 522.80 0.0016 .24 0 9.0 0.40 529.16 EX.4 EX.5 0.11 DI -48, L=6,. W/IS-1 0.09 0 62.0 13.14 3.66. 6.42 529.16 . 11 MODIFIED W/ INTERIOR WEIR WALL W 6.6 1 20.7 0.16 1 F +. -- EX.50.59 0.0723 TOP= 522.10 1 0.17 ,- 66.0 7.00 ' 0.80 532.29 (PROVIDE OPENINGS FOR 6" UD'S) - > i� 0.0723 15 >- 17.3 X. EX. 80 L.F. OF 24"O RCP INV.IN = 516.21, INV.OUT CL Ill PIPE = 511.71, W 10 0.13 0,72 < Z 2.02 11 A 13.30 3.64 I!") 10� 521.18 520.83 0.0066 24 S= 5.6% 18.3 0.15 CL. Z EX6 < 0.00 0.72 48 L.F. OF 15"O RCP CL Ill PIPE M 13.45 3.63 1 1.60 527.93 gp INV.IN = 519.30, INV.OUT = 519.06, 1 J 5.9 _ 0.31 525.00 50 7 1 0.65 0.68 S= 0.50% 0.4 .4 49.4 7.00 > 207 525.00 519.42 11 " FILTERRA" BOXES 15 W 0fl 0.19 A Al 7 FBI 10'X6', TOP = 526.00 FB3 8'X4', TOP = 522.10 0.00 z Z 43.0 13.75 3.59 F82 8'X4', TOP = 525.80 FB4 6'X6', TOP = 532.29 519.00 Ls.l 0 24 it . 0.06 8 9 () 0.79 0.38 2.8.4 LL. 13.81 3.58 ---�--..._m,_--____._._._-.._ =Rummel, Klepper & Kahl, LLP O 1 1 i i i ;Consulting Engineers j _ ! f F 'Rummel, Klepper & Kahl, LLP t Computations _. W__.__ _.._ . _._ _ . iRtchmond, VA CHARLOTTESVILLE ;Computed by AK . _.m-.,.�..,_ -_ _.._ _. a _.f I Consulting Eng11-1 ineers ; 3 ` z, I.._. 0 j• -I.-..,..-...,_.... ._.... ..._._,.-i...._.,,..m..-..._.. .F..._._.. ,.. �_.... .,.... Pr ectNd€rte MARTHA JEFFERERSON HEALTH SERVICE Date 4 I841 Fast Mann Street cJ , 6/ !2008; >� .�...__..._.__�.-_:__---- w _ _,1_..___:�..,. - .... - Richmond, VA Location CHARLOTTESVILt E omputed by AK i I i Prc, No: 809 ,1U1 Checked by , RTM , �-- -<<---- _x.�._.. ..._.__.__ _.._ _. r__._ _.._ _; ..._.__.-. -_._. ... -... . ,. -'- _.u.... _ _...._.. __....._. `€ € f . ' (3 O _ = -� �, C Q V C � 0 > T v 6 .-. v -:1 S C .-, � a M .� , E _ � - . c � - . 2 .9 a C � � " {(Y \ �� .2 = a .y..s 4.- � L m 4�--.' to v a 0 0 T v ¢ o M' c' t' w °' ! 0 C � E E . � .... ro a' E Remarks 2 - E-- d O U E, a) �s - ttf :_ I #-- >, C v CL to - p .-- a M E- � a) � o _ �' ` � Q) n > c a 0 r- � > 66 E f) cu is 0 a a) 2 a -�: 0 � .0- QY x 7 0 .60 0 .46 .4i 0 6 145 .0 12.0 0 "_ 2 .31 534.9 5 EX20 EX 0.77 0.60 0.46 0.46 1 145.4 12,00 3.82 1 1,76 534.35 : 523.70 522.60 0.0076 36 8.2 58.0:: 0.29 G EX.1 EX.2 0.67 078. 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 EX.2 . 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 EX2 EU 0.00 0.75 0.00 1.617 33.0 12.65 3.73 6.22 527:27 522.25 521.92 0.0100 18 5.9 10.5 Q.Q9 529.49 EX.3 EX.4 0.00 0.75 0.00 1.67 69.0 12.74 3.72 6.20 529.49 i 521.89 521.78 0.0016 .24 2.9 9.0 0.40 529.16 EX.4 EX.5 0.11 0.78 0.09 1.75 62.0 13.14 3.66. 6.42 529.16 521.74 521.22 1 0.0084 24 6.6 1 20.7 0.16 1 F +. EX.40 EX.50.59 0.0723 15 0.17 0.17 66.0 7.00 4.69 0.80 532.29 526.00 521.23 0.0723 15 14.1 17.3 0.08 1. D EX5 EX.6 0.13 0,72 0.09 2.02 53.0 13.30 3.64 7.35 5213.44 521.18 520.83 0.0066 24 5.8 18.3 0.15 E EX6 7 0.00 0.72 O.OQ 0.4`4 108.0 1 13.45 3.63 1 1.60 527.93 520.67 519.95 0.0067 24 5.9 18.4 0.31 525.00 50 7 1 0.65 0.68 0.44 0.4 .4 49.4 7.00 4.69 207 525.00 519.42 519.1 Q O.OQ65 15 4.2 5.2 0.19 A Al 7 8 0.00 0.68 li 0.00 2.46 43.0 13.75 3.59 8.82 527.00 519.00 517.77 0.0286 24 12.2 382 0.06 8 9 0.48 0.79 0.38 2.8.4 214.0 13.81 3.58 10.17 524.00 517.67 516.60 0.0050 24 5.1 16.0 0.70 B, B1 60 9 0.69 0.74 ! 0.51 0.51 1 420 7.00 4.69 1 2.39 524.80 517.27 517.00 0.0064 15 4.2 5.2 0.17 11,12 9 11 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 EX12 0:23 0.75 0.17 3.82 80.0 14:56 3.49 13.34 522.10 516.21 511.71 0.0563 24 17.0 : 53.5 "' 0.08 K ---�--..._m,_--____._._._-.._ =Rummel, Klepper & Kahl, LLP O 1 1 i i i ;Consulting Engineers j _ ! f F - �_ ..-...... M ... ... ___,._.. __-_..__.. .,... -.- 1841 1 as#Main Street i #Pro}ect Name MARTHA JEFFERERSON HEALTH SERVICE Date 61412408} _. _. W__.__ _.._ . _._ _ . iRtchmond, VA CHARLOTTESVILLE ;Computed by AK 1 111- Prot Na 849.430-01 ,Checked by `RTM ,_ . o >_ -a C .o U C Q V C � 0 > .-, v � 0 �. C M a _ - � - . 2 a E ° 4) ¢ .2 = a 0 o M. v to v a c > O. 0) '' `0- cu E Remarks tl r°- U E ) Ul M C � C > C m U 0 U �- 00 o E 2- 75 .; = n � rn 4) o i) `:? ` � Q) n f0 c � 0 � > 2L E ,;_; � r i.. -�: .0- x x 7 0 .60 0 .46 .4i 0 6 145 .0 12.0 0 5.00 2 .31 534.9 5 52 .70 3 22. 5 60 0,0076 36 8.2 58.0 0.2 9 G EX:1 EX.2 0.67 .0.78 0.52 0.978 71.0 12.29 5.25 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 0.628 54.0 8.00 6.17 4.21 527.00 522.79 522.52 0.0050 15 3.7 4.5 0.24 C EX.2 EX.3 0.00 , 0.75 1 0.00 1.67 33.0 12.65 5.19 8.66 527.27 522.25 521.92 0.0100 18 1 5.9 10.5 0,09 Ex.3 EX.4 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 I EX.5 0.11 0.78 0.09 1.76 62.0 13.14 I 5.11 8.96 529.16 521.74 521.22 I 0.0084 24 6.6 20.7 0.16 L F Ex:40 EX.5 0.29 0.59 0.17 0.1'7 66.0 7.00 6.44 1.10 532.29 526.00 521.23 0.0723 15 14.1 17.3 0.08 D EX.5 EX.6 0.13 032 1 0.09 2.02 53.0 13.30 5.08 10.26 528.44 521.18 520.83 0.0066 1 24 5,8 I 13.3 0.15 1 E >_,{:6 7 0.00 0.72 0,00 2.0,2 '108.0 13.5 x 5.36 10.2 f 527.93 520-67 - 519.90 n v.0067 24 5.9 d I 1;3, . 0.31 50 7 0.65 0,68. 1 4.44 0.4+4 49.0 7.00 6.44 2.84 525.00 519.42 1 519.10 0.0065 I 15 4.2 5.2 0.19 A, Al 7 8 0.00 i 0.68 0.00 2.46 43.0 13.75 i 5.01 i 32:33 527.001 7`19.00 1 517.7r 0.02813 I 24 112.2 1 38.2 10.06 . I l 11.48 7 0.7x3 I ;38 �.....'.,""I'..'.."".' 6 x.84 21 4.0 "33.T1 6.00 114.2024.00 :�17.U7 f i ^10.60 0.0050 3 2 ;�.€ 16.0 O.tO t 0,61 60 0 0.69 "V 0.74 l 0.51 i O.as X2.0 a 7 1 r.Ut? I 5.44 a.%9 524.80 51!27 ria x,1.00 0.00e r 1 15 2 i 5.2 rJ.17 11,32 9 11 0.;35 .85 1 0.30 3.8.5 14.0 14.52 4.89 j 17.85 1521.80 516.37 516.28 1 0.0064 24 6.8 I 18.1 0.04 i I I EX 12 13,23 I 0.75 'I 0 17 1 3.82 80.0 I4.56 l X1.89 18.67 1'522. t0 I 516.21 51 1:71 � 0.0563 , 24 -17.0 1 5.5.5 1 0.08 n. I 1-1 10:� W W QI -1 0 W M 1i U � W W W M 1- -j <L W `� 0 = l < cr-< z :D 0 0 (D O '--, � � N C1: :2 0 .. .. I . O W z � 0 ,. Q Z _ in I LTJ I U I U I -) . � ,�o d ©k, � lqnl -j- ----. _l Ems-+~ o 11a ,,,,,,,. Z 0 c . ��TT { �Y4OD= '1'. 411, 1,�"I'll (Z) V . O \-- a)'I - 44 W r N �- rNN Co crs Z) N r< d` � Uj z' � z � Z ". }- z � CO U) ^� Z Q M 01 134 Z. t At Lo i *�-- 40 (Z)` 1 N a '2 �h 0 12 m C: N us rr .a T j 0 . >I V) ;R W I I } F PO i ` }V e } \ \ � Y i \ t 'POLE 1 i i I GUY IF 1 V s t \ �q \ } i � � x q �q Q :2D �J i\ I I t 1 Y i t t I } f 1 t i I iI I I BENCH N}ARK RR SPRIKE iN 8 SE F POWER POLE ELEV.: * ; �Df VEL OPER: ;MARTHA J£FF£RSON HOSPITAL 459 LOCUST A VENUE CHARLOTT£SVILL£, VA 2290 PRONE NO.: (434) -982-70,38 FAX: (434)-982-7016 CONTACT: MICHAEL R. SPATZ , A AIL: mlchael. s°Ra.1, @ jar, oro 0UNDARr AND TOPOGRAPHY' AND .9f1V0HMARKf5 AROYIDED ,3Y ROGER ,AX RA r 5,50 aA T£ hV C3 SITE PLAN /:'REARED AND PROVIDED 8Y RUMMEL. 1,ERFER �k ;C'AR'L, � I i 1 I � ,AAP 2-0D -001 D0 ( NIDST,APES, INC. �Df VEL OPER: ;MARTHA J£FF£RSON HOSPITAL 459 LOCUST A VENUE CHARLOTT£SVILL£, VA 2290 PRONE NO.: (434) -982-70,38 FAX: (434)-982-7016 CONTACT: MICHAEL R. 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T r II � G3� � `�,r''3i' >t fJ % J!/ ��0% 1vr I � �g `% { I � i ti �� �q ���'� ti�'• r \ \ � �-f JJ t � � � t>t \ d z; 3I • f� �'*t ��� 3�` \ � . "�'� /yam Jt / / % > '•-'" 1 �I I • 1 1' r3 � ` Lj I t \\ ___--- �� ----- r \ 52\ � � ` $ F JJ i % / -r•r ILLI r- ;' `'�� I j � JJ 1 y cu IENT\ + ra ti 3l t I r.----_.,—. WLIEA MENj � / j KEY QTY / -797 ` ��� o I �c} CURB & GUTTER ••ram --- —'�,�� � w; mss. X.O' SEWER EASEMENT 0 . �1C� �0� \ Mph 99 1 A •B, 16 085 085Q�4�22P Ey ,` __ J — , 1 ` ------�---- J' � } . _ -----------a / i V ---------- ------ \ Q� /j ,} I 1/�.--"` -'' B �0� ` • `\ >c2`�' EX'S= S WER____ A �3 j EASEMEi' ` ♦ 1 -~�F % D.B. 514 ` \ �a1 ' \ \ Q ` / /�\' ry Q. _-r ✓ Q� f O ` C� rpG �� m _ bs 52 P 530- ;.0 R S F �--- V --I� \ \\ \ OGS C, Z HS DW ��'2oNBP ENGINEER: WP RUMM£L KLEPP£R & KAHL, LLP 801 EAST MAIN STREET, SUITE 1000 CR RICHMOND, VA 23219 PHONE NO.: (894)782-190.3 SAX.• (804) 78'2-2142 CONTACT: MALACHI M. MILLS, F'£ £MAIL: m,-�,-n#1s01rk co EXYSTING PLANTS IMER£ �a�°OT LOCATED .� Y �31T£ SURVEY. MUNCA S �"£I f GIr1££RING 1-4AIDSCAPL" SIT£ ,14 USED AS A RASE� 0, 10CA RAIG AND NAMING Z'STING )'''L IiS ALL PLANT NAMES ANIS LOCATIONS WERE TRANSFERRED TO 'AD TO CREATE' THIS �XISTINNG LANDSCAPE Rl !_A ', BOTANICAL. NAME Ulmus Parvifolia Zelkova serrata Acer Rubrum Syringa reticulata Acer saccharum Ilex opace Pinus !nigra ................ Prunus serrylate Ilex cornuta Spirea bumaida Juniperus chinensis Azaleas Taxus baccata repandens Ilex crenata Ilex aft enunata Acer. palmetum Nandina domestica Hemerocallis Spirea japonica Cotoneaster salicifolius Vinca Minor Cotoneas lagerstroemia Ilex x. Nellie Stevens Cornus Florida Pyrus Calleryana Bradford Minus strobus Cryptomeria japonica COMMON NAME Dynasty Elm Green Vase Zelkova Red Sunset Maple Japanese Tree Lilac Sugar Maple Greenleaf holly Austrian Pine wwnwwr.rrrwwa. Rosy Cloud Cherry Dwarf Burford Holly Crispa Leaf Spirea Nick's Compact Juniper Pleasant White Dwarf Yew Hellen Holly Poster! Holly Japanese Maple Firepower Nandina Repeat Blooming Daylilly Princess Spirea Willowleaf Cotoneaster Periwinkle Nachez Crepemyrtle Nellie Stevens Holly White Dogwood Bradford Pear White bine Japanese Cryptomeria a aR .30 :- 15v SCALE iii a ELE T I 1i i4h � fes. PATE. 061011Oa ARB SUBM17TAL fzel/. 0S/04tat PER ARB rOM ENTS 31/06/04 TR E LOCATIONS 8 AZVITI0M5 BETAETN f-Tir 24 3 r -NIST. moi. 31!32!04 TR—= LOGATION5 A.LON.6 PRCFFIT ROAD 3 A NEH PK6 LOT I. 16HT. 12108/Oq p ?A, RM_CCAT3z 0N3= :,A PER A5,15 1:2/10/04 Z ATE 2 AA, RSI A �FHIG 031:29130 MA_F A-15 „OTS LL�x T, sad 1 AKE SQUARE I' D.# ,AAP 2-0D -001 D0 ( NIDST,APES, INC. I I l LJ� 1175--11 T � --- 5-9 2 PLAT _ ^b - `-' u ����p. L. U �CY�ti y A x} a. .__._,.....—.-$. _y ^'r "-- .—_...--- C" V•-'-+''' _=— pi io*. 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'M `f`:(4.. • • A� \ 0 ¢ I >e}�si I LLj E_ V)LLJ Q " C = �� ` F # n �i \ rn i • , ji I %{ % ( I L I11 Ale O #- C77 ¢'�C3�Z I �.mv. rat 0�4s N\� �\J�O�Gp`:o. mo .: 'ni 't i I oxo! �DfL(•,N I } ra o Q Ln I �,CN oo - • • • - Y '= i - •• • ' , •\ it ( - ( p I i I t I � V r Ill • \ l �: jo ��; P G LL) !i • \ \e .`_ G 2 �Gp P tL a*# m h t ..:: t 11 t m t`'2 I �L I W I i2 f �1� SOS �\ � \ $ ttF # • ; ; "'� ' '. r 5, = _ • ? � I �2 ( � 1 1 ��3, {{ j �'t' \ , t- \ r *, Irl r- �r'J - ,' • . . p C\��gy� f Pill S \\ \ y f:- r _ • •�,'�: "`" `',y,,_• '>`• ^•' (i}i', ' t t I r, ��°°Q ! I i { i LU CO ' \ .. `"'.--•`:;mo-, . ti c, iy0yG3 \ _`\� - , • ' _ ' 11 a.� w' \ �' - I `Z�\I tk / \ \ . • • �. cbC , • $� '! • i m� Jl J, // I�r4'q� 3 I ACCES ESMT. C - q� \ \. `•:Cr -;Qi ~F 3 _ j � • ." '' •; _ JJ J, J f ,t ,�'�' j I I ' � I � � I • • a, \ I` th • • 1 Jl J t j j J ; � • �v `-� } `:s., I in L�g� �� ! ,.i.f"j 1j !J I � JJ ��C\F�� rr1 � � F>� / tD� A r • •/ �`S'ti m # . T r II � G3� � `�,r''3i' >t fJ % J!/ ��0% 1vr I � �g `% { I � i ti �� �q ���'� ti�'• r \ \ � �-f JJ t � � � t>t \ d z; 3I • f� �'*t ��� 3�` \ � . "�'� /yam Jt / / % > '•-'" 1 �I I • 1 1' r3 � ` Lj I t \\ ___--- �� ----- r \ 52\ � � ` $ F JJ i % / -r•r ILLI r- ;' `'�� I j � JJ 1 y cu IENT\ + ra ti 3l t I r.----_.,—. WLIEA MENj � / j KEY QTY / -797 ` ��� o I �c} CURB & GUTTER ••ram --- —'�,�� � w; mss. X.O' SEWER EASEMENT 0 . �1C� �0� \ Mph 99 1 A •B, 16 085 085Q�4�22P Ey ,` __ J — , 1 ` ------�---- J' � } . _ -----------a / i V ---------- ------ \ Q� /j ,} I 1/�.--"` -'' B �0� ` • `\ >c2`�' EX'S= S WER____ A �3 j EASEMEi' ` ♦ 1 -~�F % D.B. 514 ` \ �a1 ' \ \ Q ` / /�\' ry Q. _-r ✓ Q� f O ` C� rpG �� m _ bs 52 P 530- ;.0 R S F �--- V --I� \ \\ \ OGS C, Z HS DW ��'2oNBP ENGINEER: WP RUMM£L KLEPP£R & KAHL, LLP 801 EAST MAIN STREET, SUITE 1000 CR RICHMOND, VA 23219 PHONE NO.: (894)782-190.3 SAX.• (804) 78'2-2142 CONTACT: MALACHI M. MILLS, F'£ £MAIL: m,-�,-n#1s01rk co EXYSTING PLANTS IMER£ �a�°OT LOCATED .� Y �31T£ SURVEY. MUNCA S �"£I f GIr1££RING 1-4AIDSCAPL" SIT£ ,14 USED AS A RASE� 0, 10CA RAIG AND NAMING Z'STING )'''L IiS ALL PLANT NAMES ANIS LOCATIONS WERE TRANSFERRED TO 'AD TO CREATE' THIS �XISTINNG LANDSCAPE Rl !_A ', BOTANICAL. NAME Ulmus Parvifolia Zelkova serrata Acer Rubrum Syringa reticulata Acer saccharum Ilex opace Pinus !nigra ................ Prunus serrylate Ilex cornuta Spirea bumaida Juniperus chinensis Azaleas Taxus baccata repandens Ilex crenata Ilex aft enunata Acer. palmetum Nandina domestica Hemerocallis Spirea japonica Cotoneaster salicifolius Vinca Minor Cotoneas lagerstroemia Ilex x. Nellie Stevens Cornus Florida Pyrus Calleryana Bradford Minus strobus Cryptomeria japonica COMMON NAME Dynasty Elm Green Vase Zelkova Red Sunset Maple Japanese Tree Lilac Sugar Maple Greenleaf holly Austrian Pine wwnwwr.rrrwwa. Rosy Cloud Cherry Dwarf Burford Holly Crispa Leaf Spirea Nick's Compact Juniper Pleasant White Dwarf Yew Hellen Holly Poster! Holly Japanese Maple Firepower Nandina Repeat Blooming Daylilly Princess Spirea Willowleaf Cotoneaster Periwinkle Nachez Crepemyrtle Nellie Stevens Holly White Dogwood Bradford Pear White bine Japanese Cryptomeria a aR .30 :- 15v SCALE iii a ELE T I 1i i4h � fes. PATE. 061011Oa ARB SUBM17TAL fzel/. 0S/04tat PER ARB rOM ENTS 31/06/04 TR E LOCATIONS 8 AZVITI0M5 BETAETN f-Tir 24 3 r -NIST. moi. 31!32!04 TR—= LOGATION5 A.LON.6 PRCFFIT ROAD 3 A NEH PK6 LOT I. 16HT. 12108/Oq p ?A, RM_CCAT3z 0N3= :,A PER A5,15 1:2/10/04 Z ATE 2 AA, RSI A �FHIG 031:29130 MA_F A-15 „OTS LL�x T, 3540 SEMINOLE TRAIL TAX MAP I.D.# 03200-00-00-03BAO TERRY, JOSEPH M & DORTHY TERRY ZONE: COMMERCIAL 3510 SEMINOLE TRAIL TAX MAP I.D.# 03200-00-00-03800 HANSEN AIRPORT PLAZA LLC ZONE: COMMERCIAL bi S OWNER ZDEVELOPER: MARTHA JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 T PHONE NO.: (434)-982-7038 9- FAX: (434)-982-7016 Q . CONTACT: MICHAEL R. SPATZ L EMAIL: michaei.spatz@mjh.org BOUNDARY' AND TOPOGRAPHY T - AND BENCHMARKS PROVIDED 9v, ROGER W. RAY k ASSOCIA TES, INC. SITE PLAN PREPARED AND PROVIDED BY RUMMEL l;LE PPER 8c KAHL, LLP. u BENCH MARK q "" r RR SPRIKE IN 8 SEF POWER PO ELEV.: 539 1 ENGINEER: RUMMEL KLEPPER & KAHL, LLP 301 EAST MAIN STREET, SUITE 1000 RICHMOND, VA 23219 PHONE NO.: (804)782-1903 FAX: X804) 782-2142 CONTACT: MALACHI M. MILLS, PE EMAIL: mmliis@rkk.com EXISTING PL -ANTS WE.RE- NOT LOCA`ED 9Y SITE SURVEY. MUNCASTER ENGINEERING L-ANDSCAPE PLAN DAT ED 11-15-96 WAlzd TAKEN TO HE SITE AND USED --,S A 9' F-OR0CA1 INC sND L 3,4AMING E-XISTINGi PLANTS. ALL PILANT NAMES AND LOCATIONS WERE TRANSFERRED TO CAD TO (.'IREATE THI'So EXISTING 1JANDSCAPE ollb-AN. N Q Lli CL LLJ Ld D .0H< -JN o0c I I—>Lny 0 0 co -r ui 0-0 il�—CDl - y < I F-- �t Lij < :E N 0� Lo z 0 LJ c 0 x I I- < < 0 F- < :E o CN ou 0 m c� NORTH 30 0 30 60 ---)CAL'r— lN H"T —L I lnah = 010ft, • Ndl m > -4 - cL E 13 0 M -3 OATEt 061011001 ARS a8Mi7T.AL Rev05104ICKI PER ARS C-OM?-C-Nl'5 11/06/cel TREE LOCATIONS 4 ALOVITION5 5ETIoNEEN RTE 241 4 EXIST. PK.6. 11/12101 FRZE LOCATIONS ALON.6 PROfFIT R.OAV i 45+40A NEN P<6 LOT Ll6I47. I2/Oa/Oa %SSTIT[JT-E AA ;=OR EH, 6A FOR ?A; RELOCATE ONE AA PER AR5 �ATEE 2 AA; lze AA 6RA,�'PI6 ,MVIS=- Llr--HTIN6 FER M",4K mL 2 I KEY QTY. 5OTANICAL NAME � COMMON NAME SPACING CALIPER HTjSR ;SOOT DTL P',EM RKS PROMOTE ROOT 6ROATH. DO NOT TREES: BREAK ROOT BALL. SET PLANTHER HIS! IN THE HOLE THAN Ata 6 ' ACER 6tRI EUM PAPERBARK MAPLE A5 5HOWN HT. ?B l AA 4 A.CER RUBRUM 'ARMSTRONG' ARMSTROWE MAPLE AS SHOWN 2.3' cal, 55 1 STRAIGHT SIN6L.E 7RUW, AR !O_ AGER RUBRUM "CRIMSON KiN& ;QED MAPLE 40' ala 2.5' LAWN/510eNALK 5N 't SETULA NIC:ZA RIVER B€RCH As SHOi^Ift 2.5' - SB 1 3 CANES MAXIMUM C.3 € CRYr-TOMERIA JAPONICA CRYPTOMERIA AS SHOWN. - a, H`7 55 2 5TRAI6hT 51NSLE TRUNK 6A 5 FRAXINLro AM. 'AUTUMN PsRPLW AUTUMN F`URPLE ASH AS SHOWN 25" GAL. -- Bs3 I 5TR'AI&HT TRUNK NH €1 ILEX NELLIE R 5TH 'rELLIE STEVENS HOLLY AS SHOWN - b' HT. BB 2 lyi,J 2 KA4NOLIA %ANTE' MAGNOLIA A5 SHOWN . ° HT. BB 2 N.T.5. FN 2 FINUS NISRA AUSTRIAN PINE A5 5HDWN -- ia' NT. BB I P5 4 PINUS STROem WHITE PINE; AS SHOWN -- S' HT. 55 2 57RAI6HT SIN6LB TRUNK PP 2 PRUNU5 G. TKNVERCLOUD' FURPLELEAF PLUM AS 5HOWN -- 6' HT. BB 2 GP 4 Giav=5 1,11ELLOS WILLOW OAK A5 SHOWN 25' -- BB I SB t SALIX BABALONIGA WEEPING WILLOW AS SHOWN lu &14T BB 2 5TRAI&4T SINGLE TRUNK TO 21 THUJA OCCIDENTALIS EMERALD' EMERALD 6tEN ARBORVITAE AS SHOWN -- 5' HT. BB 2 i� L -III__ Z9 2 ZELKOVA SERRATA ZELKOVA AS SHOWN 25" BB I 11 -I I�-III-1 I I=I I I T -I 11=I I I -III -I I ISI I I� �tiRlJf�a: - UNDISTURBED 5USERADE OR AZ b6 AZALEA DPL. VALLEY WHITE W41TE AZALEA °JO' ala -- IB" HT, COM. 2 MULCH ENTIRE BED BR 46 BERBERJIS TH. V. A. CRIMSON PYGMY PYGMY BARBERRY 30' o/c. -- lB' FIT. CONT. 2 MULCH ENTIRE BED BD 24 CORNUS S. F. BAILEY[ RED TWl6 Doeklk D AS SHOWN -- 16-24° HT. CONT. 2 EA 12 EWNYHJ5 ALATA COMPACTA DWARF SLWN6 BUSH AS SHOWN -» I8" HT. CONT. 2 MULCH ENTIRE BED 1G 44 ILEX CRENA"fA COMPACTA COMPACTA HOLLY 30' o/c, -- 24" HT. CONT. 2 MULCH ENTIRE BED lH 23 ILEX CRENATA HELLER HELLERI HOLLY 24' olc Is, HT. CONT. 2 MULCH ENTIRE BED IG 51 iL.EX 6LA5RA COMPACTA DWARF INi3c'+BERRY 30' o% -- IS" HT. CONT. 2 MULCH ENTIRE 5W lV 3 ILEX VERTiCILLATA. WINTERS15wr AS SHOWN -- I6-,24' HT. CONT. 2 JY 144 .JUNIPERU5 CH. A YOUN65TOM YOUN65TOM JJNIPER 30' 0/1 -- la" HT. CONT. 2 ND 7 NANiDIN1A D. A. 6ULFSTREAM DWARF NANDINA AS SHOWN - l6' HT. CONT.. 2 PERENNIALS / 6RASSES: BL 3 BUDDL.EA DAV€DII BUTTERFLY BUSFf. - -. -- #2 100T 2 as 127 CHRYSANTHEMUM ALASKA WHITE SHASTA DA€5Y 12,10/4 -- - #2 POT 3 EP 166 ECHINIACEA PURPUREA PURPLE GONI=_FLOWER l6" o% - - #2 POT 3. EF" I146 ECHINACEA P. °WHITE SWAN' WHITE CONEFL.OWER 16' ole - #2 POT 3 DL 272 HEMER00ALI5 'AZTEC SOLD' 6OLDi N DAYL€LY 16' olc --- #2 POT 3 Kir bb KNIPHOFIA TR€TOMA RED HOT POKER 24' O/c -- #2 POT 3 1,444 L€RIOPE MUSCARI VARIWATA VARIASATED LIMOPE 12' Ola -- -- I/4' POT 2 MULCH 1=1,1TIM BI=D MZ 23 MISCANTHUS ZEBRINU5 ZEBRA 6RA55 3b' o% -- -- 2 GAL POT 2 RF 130 RUDBEGKIA FULGIDA ORANGE CONEFLOkER 24' o% -- . #2 POT 3 SM 64 SALVIA NEMORDSA LUSEGA SALVIA MEADOW SASE IS' a/c -- #2 POT 3 AN .. _ AMALS -- .. - -- - ANNUALS BY 014a;Z ' 510 FILTER AREA "A': Pk/5 366 PANICUM VIR6ATUM "SHENANDOAH' SFENANDOAH SWITCH 6RA55 30" o% -- #1 POT -- SEE PEREMIAL5 NOTES 310 FILTER AREA Vz RT 160 A6ROSTiS ALBA RED TOP -- -- 24' HT. #I POT -- SEM PERENNIALS NOTES PVM 200 PANICUM VIRBATUM "HEAVY METAL' BLUE SWITCH 6RA65 30' a/c -- #1 POT - SEE PERENNIALS NOTES PV5 24 PANICUM VIRCYATUM 'SHENANDOAH' SFENANDOAH ShpTCH 6RASS 30" ala - - #1 POT SEE PERENNIALS NOTES BIO FILTER AREA 'G": PVH 210 PANICUM V. 'HAENSE HERMS' SWITCH 6RAS5 30' o% -- -- #1 POT -- SEE PERENNIALS NOTES "jSE' TRE�J 'PLUMB AITH EXISTING 6RADE USE THIS Al OMIT AND OMIT THE STAKES AND HOSES A5 5`HOYI. 40 EXCEED EXCEED FIVE DWRES, MOM PLUMB 1/2" x 12' H16H QUALITY ISRAIDED 15LACK RUBBER E 12 61JACe ✓ALVANIZED NIRE 6PUYS 2' x 2" x V -O' HARDWOOD STAKES - THREE EACH TREE AT 120 DE6REE5 U.N.O. TO BE INSTALLED OUTSIDE OF ROOTBALL REMOVE STAPLE5, ROPE, TW€NE: AND TOP 1/3 OF BURLAP WRAP. COMPLETELY REMOVE CONTAINER FROM CONTAINERIZED PLANTS. ALL PLANTS TO BE INSTALLED 50 THAT TOP OF HALL 15 AT 5AME GRADE A5 ORIGINALLY 6ROWN. NON BIODE:6RADABLE MATERIAL SHALL BE COMPLETELY REMOVED. 3" LAYER SHREDDED HARDWOOD KJLCH 6" TALL 501L RIN6 ALL AROUND - TYPICAL EXISTING &RADE PREPARED CLEAN, COMPACTED TOPSOIL BAGKFiLL MANDITORY 16" AROUND SIDES, OPTIONAL 6" AT BOTTOM OF PLANTS. IF BACKFILL 15 NOT USED UNDER PLANT THEN SET PLANT H16HER THAN ORI&1NALL.Y CONTAINER/ FIELD GROWN AND ALLOW FOR PLANT SETTLEMENT DOWN! TO HEIGHT ACTUALLY GROWN. 5ALLEV ANP 5URLAPPEP TREES N.T.S. SET TREEJ5HRU5 PLUMB WITH EXISTiNS, GRADE- NOT TO EXCEED FiVE DEGREES` FROM PLUMB. EARTH frtOUNDED AT EDGE TO FORM A 5HALLOW SAUCER, EXISTiN& SRADE PREPARED CGOMPACTED TOPSOIL BACKFILL MANDAATORY 12" AROUND SID1r5, OPTIONAL 6" AT BOTTOM OF PLANTS. IF BACKFILL 15 NOT USED UNDER PUNTS, 5ET' PLANT HIGHER IN THE HOLE THAN ORIGINALLY GROWN AND ALLOW FOR PLANT/SOIL SETTLEMENT. %����%�����,I i -I i I X111-! i 1= EVERcSREEN TR S, SHRU55, 6ROUNDCOVER5 KT.5. ADDITIONAL. NOTESa 1. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR TO BE IN A H-ALT14Y GROHIN6 CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE.SHALL BE REPLACED AT NO G05T TO THE OWNER. REPLACEMENT SHALL BE 61JARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLAN'T'S THAT DIE WITHIN 30-60 DAYS SHALL BE REPLACED IMMEDIATELY AND WITH A GUARANTEE FOR THE BALANCE OF THE YEAR. CONTRACTOR SHALL REMOVE ALL. HOSE:, WIRES, :STAKES, ETC., AT THE: END OF THE 6IJARANITEE PERIOD. 2. ALL PLANTING BED AREAS SHALL BE C40VER O WITH A 3" LAYER OF TOP 61RA:DE SHREDDED MULCH. TOP &RADE: MULCH SHOULD BE FREE OF MOLD, &RA55 AND OTHER IMPURITIES. ALL LAWN AREAS SHALL BE. SEEDED iN AGCORDANGE WITH ACCEP I HORTICULTURAL PRACTIG UNLE55 NOTED OTHERWISE ON THE PLAN 5. PRIOR TO LANDSCAPE CONSTRUCTION, LANDSCAPE CONTRACTOR 5HALL.GONTAGT MISS UTILITIES FOR VERIFICATION OF ALL UNDER6ROUN0 UTILITY LINES AND INSTALL ALL TREES APPROPRIATELY. 4. CONTRACTOR SHALL BE RESPONSIE LE FOR MAINTENANCE AND WATERING OF ALL PLANT MATERIALS UNTIL FINAL ACCEPTANCE. CLIENT SHALL BE RESPONSiBL..E FOR MAINTAININE PLANT'S AFTER FINAL A 4,EFTANCE. MAINTENANCE SHALL INCLUDE WATERING ,A5 PLANT MATERIA!. REWIRE5, AMP REMOVAL, AND ANY NEEDED PRUNING, MONlINt6, OR MULCHiN6. 5. ALL.PL..ANT.MATERIAL5 SHALL BE INSTALLED AGC.ORRDIN6 TO ACCEPTED HORTICULTURAL PRACTICES. ALL PLANTING SHALL BE PERFORMED UNDER THE: SUPERVISION OF AN EXPERIENCED PLANTS PERSON. 6. NO 5U135TITUTIONS SHALL BE MADE UNLESS APPROVED BY ALBEMARLE COUNTY PLANNING OFFICE. 1. HELD AD -VST APPROPRIATE PLANTS IN ALL. COUNTY REQUIRED BUFFER AREAS AND OUT OF VEHICULAR SIGHT DISTANCE AT INTERSECTIONS. FIELD ADJUST ALL TREES TO BE LOCATED OUT OF UTILITY EASEMENTS. 5. DO NOT SCALE FROM DRAWINGS. BASE MAP INFORMATION HAS COMPILED FROM FK4K, LLP, SITE PLANS DATED 0,7/13/0q. 61. OWNER 15 RESPONSIBLE FOR RI*PLAGEMENiT OF ANY PLANTINGS ((o. SHRUBS, ETC) DAMAGED OR REMOVED BY DPU, DPW,. OR THEIR A&ENT5 AS REQUIRED FOR MAINTENANCE OF COUNTY' OWNED WATiR, SEWER OR DRAINAGE FACILITIES. 10. FIELD ADJUST PLACEMENT OF TREES AND Liv&HT'5 TO ENSURE THAT THERE 15 ENOU&H.SEPARATION BETWEEN THE L€6HT POLES AND THE TREES 50 THAT THE ILLUMINATION LEVELS WILL NOT BE COMPROMISED. 11. ALL SiTE PLANTIN66 OF TR% -E5 AND'SHRUBS SHALL BE ALLOWED. TO REACH, AND BE MAINTAINED AT MATURE HEIGHT, THE TOPPIN6 OF TREES €5 PROHIBITED UNLESS APPROVED BY ALBEMARLE COUNTY: SHRUBS AND TREES SHALL BE PRUNNEV MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF TBI; PLANT. 12 ALL LI&HT5 ARE SHOM 6RAPHICALLY ON THE LANDSCAPE PLAN. EVERY ATTEMPT is MADE TO SHOW EACH L:I61-IT IN ITS CORRECT ON 51TE LOCATION. THE LANDSCAPE PLAN 15 NOT INTENDED TO ISE A LIGHTING PLAN IN ANY FORM. REFER TO THE L.I6HTIN6 PLAN BY OTHERS FOR CORRECT LIGHTING LOCATIONS AND APPROPRIATE DETAIL5. 13. LANi0?5CAPE PLAN, PLANT DETAILS AND PLANT 5CHEDULE ARE TO BE D5W AS 6ENERAL WIDELINES FOR CONTRACTOR INSTALLATION OF PLANTS. PLANT OUANTITIM 5HOWN ON THE: DRAWINGS ARE FOR THE CONTRACTORS CONVENIENCE 1N ESTIMATIN6 ONLY. THE CONTRACTOR €5 RE5P10N515LE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVER AREAS SHOM ON THE PLANS AT THE SFACIN&S IWIGATED. PLANT CIRCLES. ARE FOR GRAPHIC PURPOSES ONLY AND ARE NOT INTENDED TO`DEPICT ULTIMATE SiZE OF PLANTS. I4, Ll&HTIN& AND LANDSCAPE FINAL LOCATIONS TO BE DETERMINiED IN THE FIELD. LI&HTIN6 TO ILLUMINATE 516N5. l i ji .3 CeNE RAL PERENNIA _/CRAB NOTES: y f Preparing The. Sarden G The preparation of new beds usually should begin in the fall, well before planting time. Spada or rototill the soil to a depth. of six to nine inches. Turn the soil completely and removes all large stones, roots; debris, ata. Then, Incorporate two Inchas or more of an organic material such as peat moss, compost, or Mall -rotted manure. in spring, re -till or spade the area prior to planting, but after fertilizing. Fertilizer should be applied to ail bads when the soil Is prepared in early spring. Add:2 to 3 pounds of a general purpose fertilizer such as 5-10-5 or similar analysis per 100 square feat of bad aaraa.� l� Plaints �* s Early spring is the best time to sat now perannials from plants. However, divisions of established plants can be made at the proper .ime, In the fail. Plant as early as possible so That rawly sat plants � � fit. j develop good root growth before freezrrg weather or„curs.� Y Q eat plannting, sot theplaits high enough to allow for plant/ground settlement so eventually the plants are at the same depth they war* growing in the original contalner. Hhan transplanting plwts in fiber or p pots, , removethea . porton of the pot above the soil surface to pravant the rim from acting as a wick whlch takes moisture way from tender young roots. Baca 146 peat can be difficult to wet once . it othv " . ddries, it may be helpful to slash the sides of the pot or poke holes through It to ensure that roots will be able to penetrate to the surrounding soil. Press the soil firmly around each plant. dater the plant in. y, $ ' Mulching�$`� 6 528 x x x x ' Minchin perennials w1n1 hen consarva soil moisture and ked weed growth to a minimum. l 2-4 Inches of shredded bark„ Pull weeds hand. A winter mulch heli over !ants that aro not i g p p P p y p"n3 P `► � uita winterhard or In the case of fall cant have not of had a chance to devala a siren roots tar» I _W-- h I Lia th it to afar h dr ed ON CENTER SPAVN.6 OF �NIALS A5 STATED IN PLAi•�r'T :RC1 JLE REMOVE PLANT FROM GONTA€NE"OT. \ SCARIFY ROOTS AT BALL EDGE TO �' PROMOTE ROOT 6ROATH. DO NOT BREAK ROOT BALL. SET PLANTHER HIS! IN THE HOLE THAN ORIGINALLY GROWN AND ALLOW FOR PLANT/SOIL SETTLEMENT. AAATER IN PLANTS PRIOR TO T PERENNIALS/GRASSES SPREADING HARDWOOD MULCH VERTICAL TO SLOPE 5" DED HARDWOOD MULCH 3" ORGANIC MULCH 1 LAWN/510eNALK FLANTIN& BACKFILL s' I ,MOTE: MIX ORGANIC MULCH AND BACKFILL (4C% SAND, 60% PEAT) TO6ETi IER =1 1=III=1I 111=! 11-i I -I 1=1 1=1 1=1 1=1 1=1 1= SY TILLING TO A DEPTH OF UNDISTURBED SUBCiRADE OR 510.1` €LTER. BASE (SEE EN61NEERIN& DETAILS). R,r�r l S= FERZNN I AL/ORNAMENTAL GRASS BEES N.T.5. 1 X o �} R0!!ER TO PLANT DETAILS I Ti -M 3 � W PLANT SCHEDULE, AND LANDSCAPE NOTES FOR iN5TALLIN6 SPECIFIClu PLANTS. SET ALL TREES, SHRUBS, 6ROUNDGDVE-R5 GRASSES, PEENNIALS VEf�TIGAL TO SLOPE. lu 3' SHREDDED z HARDWOOD MULCH I 1 PLANTING BACKFILL J i� L -III__ LAWN/5€DEWALK 11 -I I�-III-1 I I=I I I T -I 11=I I I -III -I I ISI I I� - UNDISTURBED 5USERADE OR BIO-FILTi_R BASE (SEE EN&1NEERIN6 DETAIL5). SLOPED $ELPS OWNER/DEVELOPER: MARTHA `JEFFERSON HOSPITAL 459 LOCUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434-982-7038 FAX: (434)-982--7018 CONTACT' MICHAEL f SPA TZ EMAiL. mlchael. soalz@r jh. erg BOUNDARY AND TOPOGRAPHY AND BENCHMARKS PROVIDED BY ROGER W. RAY & ASSOCiA'TES, INC. SITE PLAN PREPARED AND PROVIDED BY RUMMEL KLEPPER & KAHL, LLP. ��ea'4r,Q W 11 � mm N M 11 p g ys Appy n mu c on y a r e so roper a as app . , usua t$ severe raazos.- If the mulch is applied too early, the soil will remain too warm and may force now growth whlch is easily winter damaged. Y X Apkg \ , Most perennials requlro a steady supply of water for good growth, espaclally during the first growing season. Mary perennials tend to produca a large number of shallow roots, so supplamental watering is � � '� � � � A � 13 a trust Khan rainfall Is not reliable. A single, gentle soaking to provide one Inch of water each week Is preferred to frequent shallow watering. allow the water to penatrarte b to 6 Ir4has deep. A � � NORTH prinkfar or soaktr hose aloes a better job than a tr nd-nand hos*. A soaker hoses Is most afftc exit bacause It allows little water rinOff and minimizes evaporaation and sail compaction, If possible, ;pater � � � � � k ��9--' � � �; 2{j during the aarlu pal of the day to allow the plant apple lime to dry More nightfall. ?�ilghttme wataring lnaa^eases the chance of drsaase. ' �e!1FSCALE !N FEET ' t i r , ,est parerrr,iea€s >car; -bo propagated .�;�.Ings or �I�islon. +:�neraall�, �t:os� plants ,�nePlt From division *ver~y 3 5 ;.ears r�s�uv*nate i'lower production and remove vnproductive tions of ;ire pl.a, Ing, _div, r�rrn,ais, dig Gi mp , ,irk �e�e.aI cions =�b, a 9tra �; ode or larges ilPe, ,}Slant ;n,s �jcti z �:. :oon �_.,s poss;ole, raves pr�po.red any raw pl:.�;tN ,a �3�ans c ead 0 61aming Lo } o yep par nnlals looking thoir list,rn raove readad matures Piowe.r3, ✓crrrnonly referred .o ars "de adhaading", iRemovlrg spent -blooms will also ai�4ourage rabloorning in son,.-, species. gran kire ioavas of n e perennrais die In th.c Pali, out the etalk oacic to 3 or 4 ine has, aid compost ne ,21a stems , and leaves, ink some species, such os ornamental grasses, own, dead sterre provide wlnter-.!;clor and �e`x''twrd, t. 5 s esil �' ty+_7°3 �✓# 4''3r $ lidllfe, i.3t =n ,=7",�'' i i lei i -'.ter+ .`t11IrSl%� ` ,°` ' ,)"l :7 t"in X,+r'f � new r'aw6i'i '',�. 1r5. ' "'-i i nP' - - r e' t;m $ _ ,,;. t. • the, �'+ p, - + 7 , y r 1y lore Worrr.atfon ,un x iaD .t , or �r,:� r ;oc-oi = rfi o he, . zwotivo Extension moi, N.T.5. i' LL.J 0 LiJ < a��N �O I Q>Ln -0(�� _ Ohi �Q l z��-¢ 4:E N Ljj CD r, O L X I �=.„ � �,{� N <L O 4 d) �k-<-F0 r� NOUT CV � 0 C� d 4e r' L 1 a H igi �y z I i' L Ul Hi tY�•j - IL F U. znno 0c E fl ul EE �n ENGINEER: 4 40-K RUMMEL KLEPPER & KARL, ILPd SDI EAST MAIN STREET, SUITE 1000 RICHMOND, VA 23219 PHONE NO.: (804)782-1903 FAX.- (804) 782-2142 CONTACT.- MALACHI M, MILLS, PE EMAIL: mmllls@rkk.com EXISTING PLANTS WERE NOT LOCATED BY SITE SURVEY. MUNCASTER ENGINEERING LANDSCAPE PLAN DATED 11-15-95 WAS TAKEN TO THE SITE AND USED ' AS A BASE FOR LOCATING AND NAMING EXISTING PLANTS ALL PLANT NAMES AND LOCATIONS WERE TRANSFERRED TO CAD TO CREATE THIS EXISTING LANDSCAPE PLAN. DATE, 06/011/0q ARS .SUBMITTAL REV. Oa/0-4/04 FIER ARB COMMENTS !1/06/04 TREE LOCATIONS d ADDITIONS BETNEE'N RTE 24 it EXIST. PK6. II/i210q �MEE LOCATIONi5 ALONG PROFIT ROAD 4 SHOA REX PK6 LOT LI&HT. FA; RELOCATE ONE AA PER AR3 32/10/0q RELOCATE I A" A ; i A 5RAPHIC 01/sem/10 iRKUPe. .�........__.__-...____m_._ .. ,r _ e,AI_E, Ai,5 Kr:� ,1m L W 1 is CR= BREA10 Al STYMBOLS SHM MAY NOT APPEAR IN 91 DRAWS M MIMS ARE SHCM ' SCHEMAM AND MAY NOT BE TO SCALE. alew M Ili #i EIRE'llIKER TRE ONE-.LJNE DIAGRAM AND RISER SYMBO 3 1))CO(A CR= BREA10 Al STYMBOLS SHM MAY NOT APPEAR IN 91 DRAWS M MIMS ARE SHCM ' SCHEMAM AND MAY NOT BE TO SCALE. alew M Ili #i EIRE'llIKER TRE SYMBOL 6ESCRIPTION 0 NTG` HIM M NOTE I') CeSCRIPMON MNTQ MT. UNO (SEE NOTE 1) PM =T M%" FLUORESCENT LIGHT FIXTURE, SEE FDLSCK CURRENT TPANSVW AT DRAW OUT CMR BAKER FLUORESCENT LIGHT FIXTURE,CN EMERGENCY CIRCUIT SEE FIX. SCIS. FIRE ALARM SPRINKLM FLOW SWITCH FLUORESCENT LIGHT FNTURE:SMTCHED W1 INBOARD LAMPS ONE SWITCH AND OUTBOARD LAMPS ON ANOTHER SEE FIX. SCK FIRE ALARM SPRINKLER TAMPER SWITCH FLUORESCENT nX7URE W/INIBCARO LAMPS ON EMERGENCY CIRCUIT AND OUTBOARD LAMPS ON NORMAL CIRCUIT SEE: FIX SCK NEUTRAL RNOVABLE LU X =T MAKER SPACE ONLY FLUORESCENT STRIP LIGHT SEE FIX SCK F-A:Fo] AUTOMATIC MROWOVER EQUPMW S.O. 13 INCANDESCENT. FLUORESCENT OR HID WALL WASHER. LIGHT FIXTURE 0 NG DPM DIGITAL Pi METER HEAT DETECTOR CEILING OR WALL MOUNTED CMT BREAKER NTH 0 F0 NCANDESCIENT, FLUOFZSCENT, OR HID FIXTURE CM 01 MTD. SEE FIX SCH. WATT HOUR METER THERMAL OVERLOAD DEVICE — 0 I"o -- -7gM— — Ili T. FLUORESCENT, OR HID FIXTURE ON CY VfiRWCCT CM OR WALL MTO, SEE FOL SCHL Ii X 80" AFF (D AMETEK SEE, FIX SI>L FUSE SMOKE DOOR HOLDER (D VOLTMETER SEE FDL FA CAPACITOR AMMETER SM G EXIT LIGHT, CE11.1114-15R -W)X- ARE DIRECTIONMOUNTED - M—ADMAS G INDICATIN OR DOUBLE FA F* AL M INDICATED NORMALLY OM CONTACT F)CM VOLTMETER SWATCH Noway iamm CONTACT -SINGLE WALL SWITCH SPST, 20A.120,'ZM 48" AFF (3) F<3) TRANISFOWER W BFC $2 DOUBLE POLE TOGGLE SWTCH,'20AA20/277V 44r AFF SWITCH - 30 A' -POLE. DISCONNECT WZ�90a 311 ly 130/-/13 NONIFUISW, 30/30/3 Ili FUSE AS READ. 3 1 3 --WAY WALL SWITCH, 20&112�/277V 46* AFF FEEDER TAG. REFER. M FEEDER AS REQD. GROUNDIM ELECTRODE 4 -WAY WALL SWITCH, 2OA-10/277V SCHWLILE FOR NUMBER AND SIZE OF 02 MOTOR STARTER FVNR UNCI; NUMBER INDICATES NEMA SIZE AS READ. CONDUCTORS AND CONDUIT. XXX/X GF rf POWER CONDITIONING TVSS DEVICE COMBINATION MOTOR CONTIROLLER/OISCMNECT SWITCH CIRCUIT EIMAKER VIETH GRDU11ND FAULT. PF PHASE LOSS/ PHASE REVERSAL RELAY 48" AFF $M MANUAL MOTOR STARTER STITCH VATH THERMAL OVERLOAD AND PLOT LIGHT ,$OC -o 7p AUTOMATIC: TRANSFER SVATCH MOTOR BY-PASS/WAlION AUTOMATIC TRANSFER SOTCH CEILING MOUNTEDSENSOR EWAL TO HUBBEI 22" * JE!=] PANELBOARD MOTOR WA MAL tNTEC1, PASSIVE TECHNOLOGY OCCUPANCY SOWSWITCRH W EQU HUBBELL ATP12771W) * 48AFF EQUIPMENT CONNECTION FUSE WALL MOUNIED. DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH EWA IQ MUM= ITSW =ND1NG ROD I ELECTIM MM. Ii GENERATOR WIX SHUNT 7RP ICIRCUIT BREAKER DISCONNECT S.T. $001 WALL DIMMER SWITCH 2000W." 48' AFF X)i PANELBOARD $K NAW 48' AFF X^/X MULTI -POLE DEVICE CIRCUIT NUMBERS MAN EIREAM TYPE $p WALL SWITCH WITH PLOT LIGi 48' AFF BRANCE! BREAKER TYPE NOTIFICATION APPLIANCE CIRCUIT EXTENDER PANEL $d ELECTRICAL GENERAL NOTES A. CONTRAICIDIR SHALL VISITTHE SITE PRIOR .70 SU0MfffING HIS PROPCISA AND BECOME FAMILIAR " THE CONDITIONS WOO IIHM M WORIC WILL BE PERFORIM AND CORRELATE HIS SM OMVA70S 11M. THE REMSeM OF W CONTRACT DOCUMENM DMVERED SHALL BE REPORTED TO 1W ARCHITECT AND "EIR AT ONCE, WORE SJOINUAL OF BID PROPOSAL .8. ALL ELECTRICAL PRODUCTS AND INSTALLATIONS SHALL COMPLY VM THE wsoc 2008. Rm To SPECIFICATIONS FOR immm AND wimm FOR EUEciROAL wamxim Q CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES, AND COMPLY " VUSBC 2006 MATING TO MAZI MNG AND PUBLIC SAFETY. D. CONTIMTOR SHALL FURNISH ALL MATERIALS, EQUPMENT, Alf LABOR REWREDI FOR A COMPLETE WORIONG W COORDINATED SMM I. UNLESS OTIONISE NOTED. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND U.L. LISTED OR LABS M EQUFMW AND i MATERIALS SMALL. BE PWALUED IN ACCORDANCE WN MANWACTURWS RECOMMENDATOM AM USTM OR LABOM RECILIREMENTS AND REMCM PROVIDE SAMMAL DATA AS DEPICTED IN THE =TRICAL SPECIFUTIONS, F. CONTRA= SHALL PROVIDE %W DUIIIINGS FOR APPROVAL FOR ALL ELECTRICAL MAIM" PROPOSED TO BE PROVIDED) UNDER THIS CONTRACT. MY DEVIATIONS FROM ITEMS SPECIFIED SHALL BE CLEARLY 100,1711FIED. NO WORK IS AUTHORIZED UTHCUT SHOP DRAIIIINGS REVIEIIIED ElY ENG11M G. ALL POi WM INCLUDING EMERGENCY PC IM on qjgL BE IWALLED IN MIN r=M. PM CONDUCTORS: VAL BE STRANDED COPPER TMN/IHIN #10 AWG WUM ONLY SDW #12 COPPER CONDUCTORS SMALL BE ACCCEPTABIL H. ALL EMPTY CONDUIT SMIM Stili CONTAIN A PULL Ift EOR FUTURE PULLING OF CONDUCTORS. L REFER TO AND COORDINATE " ARCHITECTURAL DRAIIIINGS FOR EXACT LOCATION OF ALL WING OE -i= UOHT FDITU!i AND MUIPMENT J. REFER TO AND COCROINXIE VIH ALL DIVISIONS OF W= FOR ME LOCATION OF ALL ITEMS LOCATED IN THE CEILING MUK BUT NOT UNITED TO SUPPLY -AR DIFFUSERS, RETURN -AAL DIFFUSERS AND FIRE SPIMICLER WADS. K. COORDINATE " 01HER TRADES ALL NECESSARY WING AND CONNIECTIONS REQUIRED FOR EACH PIECE OF EAW" PRIIOR TO KUM CONDUCTORS D170 NEW CONDUM L VERIFY EXACT LOCATION OF ALL POIn =KOT04 AND Wi mmm VIETH OTHER v-si AND mmnms sHop DRAwNGs Bum coNSTRiUcTlim aKmxim SMALL COORDINATE ALL man ENIERGY wmma-r SnU POINTS AND CONTACT 004MM 10 DIM 1W C01i AND PROPER OPERATION OF ALL SYSTEMS M. ALL POMIONS MOM FIRE RATED WALLS OR PAR TITIQNS SHALL BE MADE IN ACCORDANCE WIN UL 483 11RE RESMANCE DIFECTOW. PENETRAIMS SHALL BE SIM AND SEALED WTH A UL APPROVED IN RATED SEALANT. REFER To ARCIVECTURAL PLANS FOR FIRE RATED, Willi N. CONIRACTOR SHALL COORDINATE AND SCHEDULE ALL POYO:OUTAGES " 004WS REFREZENTATIVE. OMER SHALL BE CGIVE 72 HR. NOTIFICATION OF ANY P070M POW OUTAGE O. CIRC UITING FOR FIGHTING AND PM IS %M DIAGRAMMAT"LY, HOMERUNS SHALL BE COMO WHERE POSSIBLE. ACICCIM To NEC, PROVIDE NO MORE THAN (6) CURIOT CARRYING CONDUCTORS PER CONOW. P. NOT USED. Q. CONTRACTOR SHALL WAMM WIOR( FOR ONE (1) YEAR FROM THE COMPLETION OF THE KOi.ECT AND PROVIDE WMER WRI AS OAT DRAVIIINGS. R. HATCHING R94COM FIMIRE ON EIIERGENCY OIRCUIT. S. ALL OR RECEPTACLES SMALL BE 00 TO SaF-PROTECT ONLY AND SHALL NOT AFFECT POI TO MY DGIVISTREM DEVIOM T. DISOCNIIECTM MEANS FOR ALL WWWk AND PLUMBINIGPUFMEIIT SHALL BE MOUNTED INDEPENDENTLY OF THE PIECE OF EMM PU. U. SPACE XLOCATIONS FOR MAYEAIALS, MAY" AND DEVICES HA . ME. BEEN MADE ON THE BASS OF PRESM AND 10" FUTURE REQUIREMENTS AND THE DKENSONS OF JIM OF EQUIPMENT OR DEVICES OF A PARTICULAR M"FACTURER *ETHER WCATM OR NOT THE CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, EQUIPMENT AND DEVICES PROPOSED I FOR USE ON THIS PROTECT ARE MW THE CONSTRAINTS OF THE ALLOCATED SPACE AM CODE WUANT. V. NGIE: ANY M-AATIONS FROM SCHEDULED EQUIPMENT RESULTING IN ADD(TWIRAL COi ME TO Li OF COORDINATION VIM DIM86M AND WIGHTS 'ALL BE THE RESPONSIBILITY OF THE CON[IRACTOR AND W WaMTOR SIALL COORDIIIATE RM POM AND DATA LOCATIONS AT ALL CAXM *TH `1111i G S & P Design -services For The Bulli Environment Z Atlanta Charlotte Cincinnati Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond Tampa G R E S H A M SMITH AN© PA R T N ER S OW CC1 pallfir**tzlo, 3311 West Broad Street i Richmond. VA 23230 phone: 804.355,2067 fax: 804.355,2114 Dallas . Houston Nashville Miami - Richmond Austin - Denver Phoenix Washington D.C. 0 fl�a MARTRr% JE F F Ena S 0 N fl -fl^ HwSPFAL OUTPATIENT CARE CENTER AT PROFFIT ROAD D 0 C U M E NT IS Lic No. 40164- 111�410 REVISION 11110. - Date - Revision ELECTRICAL ULEGEND AND NO - FS E 1600 ELECTRICAL SYS BOL"S Al STYMBOLS SHM MAY NOT APPEAR IN 91 DRAWS M MIMS ARE SHCM ' SCHEMAM AND MAY NOT BE TO SCALE. SYMBOL 6ESCRIPTION 0 NTG` HIM M NOTE I') CeSCRIPMON MNTQ MT. UNO (SEE NOTE 1) FLUORESCENT LIGHT FIXTURE, SEE FDLSCK ANTERCOM OUTLET 15* AFF FLUORESCENT LIGHT FIXTURE,CN EMERGENCY CIRCUIT SEE FIX. SCIS. FIRE ALARM SPRINKLM FLOW SWITCH FLUORESCENT LIGHT FNTURE:SMTCHED W1 INBOARD LAMPS ONE SWITCH AND OUTBOARD LAMPS ON ANOTHER SEE FIX. SCK FIRE ALARM SPRINKLER TAMPER SWITCH FLUORESCENT nX7URE W/INIBCARO LAMPS ON EMERGENCY CIRCUIT AND OUTBOARD LAMPS ON NORMAL CIRCUIT SEE: FIX SCK FIRE ALARM SPRINKLER PRESSUREVATCH =C= FLUORESCENT STRIP LIGHT SEE FIX SCK I -Q SMOKE DETECTOR CEILING OR WALL MOUNTED 13 INCANDESCENT. FLUORESCENT OR HID WALL WASHER. LIGHT FIXTURE 0 NG SEE FDL SCI -L li HEAT DETECTOR CEILING OR WALL MOUNTED 0 F0 NCANDESCIENT, FLUOFZSCENT, OR HID FIXTURE CM 01 MTD. SEE FIX SCH. DUCT SMOKE DETECTOR - — 0 I"o -- -7gM— — Ili T. FLUORESCENT, OR HID FIXTURE ON CY VfiRWCCT CM OR WALL MTO, SEE FOL SCHL Ii FIRE ALARM SPEAKER CEILING OR WALL MOUNTED 80" AFF EXTERIOR FLOODLIGHT OR WALL PACK SEE, FIX SI>L SMOKE DOOR HOLDER POLE MOUNTED AREA CIRCULAR LIGHT SEE FDL FA FIRE ALARM CONTROL PANEL G EXIT LIGHT, CE11.1114-15R -W)X- ARE DIRECTIONMOUNTED - M—ADMAS G INDICATIN OR DOUBLE FA F* AL M INDICATED 9 Bi F)CM FRE ALARM ANNUNCIATOR PANEL $ -SINGLE WALL SWITCH SPST, 20A.120,'ZM 48" AFF (3) F<3) Pk WEAKER, CEILING OR WALL MOUINTED W BFC $2 DOUBLE POLE TOGGLE SWTCH,'20AA20/277V 44r AFF SWITCH - 30 A' -POLE. DISCONNECT WZ�90a 311 ly 130/-/13 NONIFUISW, 30/30/3 Ili FUSE AS READ. 3 1 3 --WAY WALL SWITCH, 20&112�/277V 46* AFF E SWITCH CIRCU ER THERMAL MAGNETIC CIS a 301 CBJNITN�I NCL, AMPS INDICATED AS REQD. $4 4 -WAY WALL SWITCH, 2OA-10/277V 48* AFF 02 MOTOR STARTER FVNR UNCI; NUMBER INDICATES NEMA SIZE AS READ. $C1 WALL DIMMER SWITCH 600W 48' AFF C8CF COMBINATION MOTOR CONTIROLLER/OISCMNECT SWITCH AS READ. $ D3 WALL DIMMER SWITCH THREE 4AY 48" AFF $M MANUAL MOTOR STARTER STITCH VATH THERMAL OVERLOAD AND PLOT LIGHT ,$OC WALL OCCUPANCY SENSOR SWITCH 48' AFF MOTOR CEILING MOUNTEDSENSOR EWAL TO HUBBEI 22" * JE!=] PANELBOARD $ OSP WA MAL tNTEC1, PASSIVE TECHNOLOGY OCCUPANCY SOWSWITCRH W EQU HUBBELL ATP12771W) * 48AFF EQUIPMENT CONNECTION $OSD WALL MOUNIED. DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH EWA IQ MUM= ITSW 48* AFF I CIRCUIT CONDUCTOR INDICATION 49EU'RPH EACV0'pNM E N T fNO PHASES GROUND, ISOLATED GROUND, M H LEG C Ob CEILING TMOUNTED, DUAL TECHNOLOGY OCCUPANCY SENSOR EQUAL ER ITSCS - r204 1jZ'T � % 2 G n/4TPC. �2'0 YAM LINO $001 WALL DIMMER SWITCH 2000W." 48' AFF X)i THREE SINGLE POLE DEVICE CIRCUIT NUMBERS $K KEY OPERATED WALL SWITCH;' 48' AFF X^/X MULTI -POLE DEVICE CIRCUIT NUMBERS $p WALL SWITCH WITH PLOT LIGi 48' AFF NOTIFICATION APPLIANCE CIRCUIT EXTENDER PANEL $d DIGITAL WALL SWITCH 48' AFF $CXX CHELSEA DIGITAL SWITCK WSIGN��DSWIjg NUMEU EX CHELSEA SIMITCH, 3M FLOOR. 48' AFF ELECTRICAL ABBREMAnONS AFF ABOVE FINISHED FLOOR NF NONFUSED AHU AIR HANDLING UNIT NIL NIGHT LIGHT BFC BELOW FINISHED CEILING (ON) ON SAME CIRCUIT AS CONDUIT NO i NORMALLY OPEN Ce CIRCUIT BREAKER RCPT(S) RECEPTACLE(S) CU CONDENSING UNIT PNL PANEL GUM CAEMET UNIT HEAT RTU ROOF TOP UNIT EC EMPTY CONDUIT SO (S.O.) SPACE 01 EX EXISTING SP SPARE EWC ELECTRIC WATER COOLER ST (S.T.) SHUNT IMP F FUSE SW SIMTCH 0 GROUND (EQUIPMENT). OF UNDERFLOOR GFI GROUND FAULT INTERRUPTER UG UNDERGROUND 1C INTERRUPTING CAPACITY UND(U.N.O.) UNLESS NOTED OTHMWISE 101 ISOLATED GROUND VAV VARIABLE AIR VOLUME UNIT MITICI MOUNT OR MOUNTED WIG WIRE GUARD NC (N.C.) NORMALLY CLOSED WP WEATHERPROOF XFlMR TRANSFORMER SINGLE RECEPTACLE - 20AA25Vit NEMA 5-202 15" AFF DUPLEX RECEPTACLE - 2OA/125V/W/3W/G NEMA 5-208 15* AFF DUPLEX RCPT. SPLIT -TARED 2OA/125V/2P/3W/G NEMA 5-208 lOr AFF DUPLEX RCPT. GFT - 2OAii NEMA 5-20R 15" AFF . OUMMUSIM RECEPFAi (I ym DUPLEX RCP7S. UNOM ONEC OCIVERPLATE) is* AFF DUPLEX RECEPT . AGUE MOUNTO 8* ABOVE COUNTERTOP 0-.E. DUPLEX RECEPTACLE ON EMERGENCY amu le AFF FLOOR MOUNTED DuFtEx RECEPTACLE - nim MOUNTED LINO - SPECIAL PURPOSE RECVTAENE (NEMA NO. AS INDICATED) 15" AFF Q 1-0 JUNCTION BOX - SIZE & MO.ONTING AS REWIRED AS READ. MASTER CLOCK - TIE IN TO !HOSPITAL MASTER MOCK SYSTEM AS REDD. ELAPSED 1111MIECLOCK AS REQO. � W&4@.ET ASSEMBLY - LENGTH AND OUTLET SPACING AS AS NOTED . DOW =9 I ACCTS TELEPHONE OUTLET, jgUL03fflqW- 16- AFF BLE CEILING - -STUB IS 1 . C. ABOVE TELEPHONE OUTLET WALL WM-N—= 487 AFF ACCESSIBLE CEILING FROM OUTLET BOX P PAY TELEPHONE CUTLET.' WALL �- STUB I' C. ABOVE 48' AFF ACCESSIBLE CEILING FROM OU T BOX FLOOR MOUNTED TELEPHONE"OUTUET - FLUSH MOUNIED UNO -- TELEPHONEAND DATA OUTLET - STUB 1-C: ABOVE IV AFF CEILING FROM OUTLET 'lox DATA. OUTLET. WALL MUtJMTW 918- 1 C. ABOVE CEILING 15" AFF FROM OUTLET BOX FLOOR MOUNTED DATA CUTLET FLUSH MOUNTED UNO TELEVISION SYSTEM OUTLET 80' AFF El PUSHBUTTON 48* AFF In FIRE ALARM PULL STATION 48! AFF 01 FIRE ALARM AUDIBLE VISUAL' SIGNAL 807 AFF E4 FIRE ALARM AUDIBLE SIGNAL;. W AFF NOTES: - 1. 48' AFF INDICATES TO TOP OF DEVICE; 2. Ile AFF INDICATES TO BOTTOM OF Di ALL OTHER MOUNTING HEIGHTS REF`ER TO CENTERLINE OF Di 04 FIRE ALARM VISUAL SIGNAL W AFF rN-r--Cl NURSE CALL CABINET NCSNURSENURSE CALL CONTROL STATION NURSE CALL PATIENT STATION 19S NURSE CALL STAFF STA710i gj]CB NURSE CALL CODE BLUE STA71ON OT NURSE CALL EMERGENCY TPILET STATION D NURSE CALL DOOR RIESET CORRIDOR DOME LIGHT 80' AFF SECURITY CARD READER OUTLET BOX 48' AFF 1,-0 DOOR PADDLE OUTLET Box., 38' AFF DOOR ALARM SWITCH ELECTRICAL GENERAL NOTES A. CONTRAICIDIR SHALL VISITTHE SITE PRIOR .70 SU0MfffING HIS PROPCISA AND BECOME FAMILIAR " THE CONDITIONS WOO IIHM M WORIC WILL BE PERFORIM AND CORRELATE HIS SM OMVA70S 11M. THE REMSeM OF W CONTRACT DOCUMENM DMVERED SHALL BE REPORTED TO 1W ARCHITECT AND "EIR AT ONCE, WORE SJOINUAL OF BID PROPOSAL .8. ALL ELECTRICAL PRODUCTS AND INSTALLATIONS SHALL COMPLY VM THE wsoc 2008. Rm To SPECIFICATIONS FOR immm AND wimm FOR EUEciROAL wamxim Q CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES, AND COMPLY " VUSBC 2006 MATING TO MAZI MNG AND PUBLIC SAFETY. D. CONTIMTOR SHALL FURNISH ALL MATERIALS, EQUPMENT, Alf LABOR REWREDI FOR A COMPLETE WORIONG W COORDINATED SMM I. UNLESS OTIONISE NOTED. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND U.L. LISTED OR LABS M EQUFMW AND i MATERIALS SMALL. BE PWALUED IN ACCORDANCE WN MANWACTURWS RECOMMENDATOM AM USTM OR LABOM RECILIREMENTS AND REMCM PROVIDE SAMMAL DATA AS DEPICTED IN THE =TRICAL SPECIFUTIONS, F. CONTRA= SHALL PROVIDE %W DUIIIINGS FOR APPROVAL FOR ALL ELECTRICAL MAIM" PROPOSED TO BE PROVIDED) UNDER THIS CONTRACT. MY DEVIATIONS FROM ITEMS SPECIFIED SHALL BE CLEARLY 100,1711FIED. NO WORK IS AUTHORIZED UTHCUT SHOP DRAIIIINGS REVIEIIIED ElY ENG11M G. ALL POi WM INCLUDING EMERGENCY PC IM on qjgL BE IWALLED IN MIN r=M. PM CONDUCTORS: VAL BE STRANDED COPPER TMN/IHIN #10 AWG WUM ONLY SDW #12 COPPER CONDUCTORS SMALL BE ACCCEPTABIL H. ALL EMPTY CONDUIT SMIM Stili CONTAIN A PULL Ift EOR FUTURE PULLING OF CONDUCTORS. L REFER TO AND COORDINATE " ARCHITECTURAL DRAIIIINGS FOR EXACT LOCATION OF ALL WING OE -i= UOHT FDITU!i AND MUIPMENT J. REFER TO AND COCROINXIE VIH ALL DIVISIONS OF W= FOR ME LOCATION OF ALL ITEMS LOCATED IN THE CEILING MUK BUT NOT UNITED TO SUPPLY -AR DIFFUSERS, RETURN -AAL DIFFUSERS AND FIRE SPIMICLER WADS. K. COORDINATE " 01HER TRADES ALL NECESSARY WING AND CONNIECTIONS REQUIRED FOR EACH PIECE OF EAW" PRIIOR TO KUM CONDUCTORS D170 NEW CONDUM L VERIFY EXACT LOCATION OF ALL POIn =KOT04 AND Wi mmm VIETH OTHER v-si AND mmnms sHop DRAwNGs Bum coNSTRiUcTlim aKmxim SMALL COORDINATE ALL man ENIERGY wmma-r SnU POINTS AND CONTACT 004MM 10 DIM 1W C01i AND PROPER OPERATION OF ALL SYSTEMS M. ALL POMIONS MOM FIRE RATED WALLS OR PAR TITIQNS SHALL BE MADE IN ACCORDANCE WIN UL 483 11RE RESMANCE DIFECTOW. PENETRAIMS SHALL BE SIM AND SEALED WTH A UL APPROVED IN RATED SEALANT. REFER To ARCIVECTURAL PLANS FOR FIRE RATED, Willi N. CONIRACTOR SHALL COORDINATE AND SCHEDULE ALL POYO:OUTAGES " 004WS REFREZENTATIVE. OMER SHALL BE CGIVE 72 HR. NOTIFICATION OF ANY P070M POW OUTAGE O. CIRC UITING FOR FIGHTING AND PM IS %M DIAGRAMMAT"LY, HOMERUNS SHALL BE COMO WHERE POSSIBLE. ACICCIM To NEC, PROVIDE NO MORE THAN (6) CURIOT CARRYING CONDUCTORS PER CONOW. P. NOT USED. Q. CONTRACTOR SHALL WAMM WIOR( FOR ONE (1) YEAR FROM THE COMPLETION OF THE KOi.ECT AND PROVIDE WMER WRI AS OAT DRAVIIINGS. R. HATCHING R94COM FIMIRE ON EIIERGENCY OIRCUIT. S. ALL OR RECEPTACLES SMALL BE 00 TO SaF-PROTECT ONLY AND SHALL NOT AFFECT POI TO MY DGIVISTREM DEVIOM T. DISOCNIIECTM MEANS FOR ALL WWWk AND PLUMBINIGPUFMEIIT SHALL BE MOUNTED INDEPENDENTLY OF THE PIECE OF EMM PU. U. SPACE XLOCATIONS FOR MAYEAIALS, MAY" AND DEVICES HA . ME. BEEN MADE ON THE BASS OF PRESM AND 10" FUTURE REQUIREMENTS AND THE DKENSONS OF JIM OF EQUIPMENT OR DEVICES OF A PARTICULAR M"FACTURER *ETHER WCATM OR NOT THE CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, EQUIPMENT AND DEVICES PROPOSED I FOR USE ON THIS PROTECT ARE MW THE CONSTRAINTS OF THE ALLOCATED SPACE AM CODE WUANT. V. NGIE: ANY M-AATIONS FROM SCHEDULED EQUIPMENT RESULTING IN ADD(TWIRAL COi ME TO Li OF COORDINATION VIM DIM86M AND WIGHTS 'ALL BE THE RESPONSIBILITY OF THE CON[IRACTOR AND W WaMTOR SIALL COORDIIIATE RM POM AND DATA LOCATIONS AT ALL CAXM *TH `1111i G S & P Design -services For The Bulli Environment Z Atlanta Charlotte Cincinnati Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond Tampa G R E S H A M SMITH AN© PA R T N ER S OW CC1 pallfir**tzlo, 3311 West Broad Street i Richmond. VA 23230 phone: 804.355,2067 fax: 804.355,2114 Dallas . Houston Nashville Miami - Richmond Austin - Denver Phoenix Washington D.C. 0 fl�a MARTRr% JE F F Ena S 0 N fl -fl^ HwSPFAL OUTPATIENT CARE CENTER AT PROFFIT ROAD D 0 C U M E NT IS Lic No. 40164- 111�410 REVISION 11110. - Date - Revision ELECTRICAL ULEGEND AND NO - FS E 1600 10.3 .. / 'OA +0.5 '0.7"M5.6.'10.61_,0' 2 +0.4 X0.6. +0.9 t1.0 / 2 / +0.2 +0A +0.7 '1.1 +1,4 "IA +0,9 +1,1 01.4 r J + + +'=s + + q 02 + + 0,4 0,7 I�,� -�' 1:7 1.3 12 0.7 � 0.3 1 + + + + r + + + + / Q2 0.3 0,6 0,9 II1.4 i.7 + 9.4 #.5 1.8 #.0 0.4 0.3 0,2 0.1'� / + + + + + + + + + + +0.2 + + "b. + X1.1 02 0,3 0,6 1.1 1,7 2.1 1.6 1.7 2.8 2A 0.8 .5 0.1 D.1 0 0.0 f3 . 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Z7 25.7 21. 0.1 02 4.3 0.4 11 20' v V V + + + + +4 + + # „+ + MEDICAL OFF1 CE. + # +0,4 1 #05 0.7 111.6 2.3 9 3.6 4.7 4.8 .15.7 Il�5,T 4,6 .4 3.2 2.7 2,3 1.7, +,46.5 +0.9,11.7 . +2.8 + .6 +4.1 +5.1 X56.1 T7.9 +4.4 +3.6 +3.1 +2,$/I% 7 ; +1. D U I L D N + ��+ + + / +,0.r + + 11 + + + + + 7!1114 + +:1.9 5 0.7 1.2 117.9 2,7 4.6 6.2 8.6 II'E �i1 1 + + + + f� 4 11.3 7,9 5.3 .4.0 2.8 . I.S + ; 1.3 .4 X0,7 +1.4 X22 +32 + +52 +8.2 +12.1 . $ 116,6 +91,1 +7.1 +4.4 . +3:�j/� +3.0.4 +1.6 / !� li A3 ! E + 1 + + +1A A + " + + + \\ _ s + DOM OULARD TO RETM 16 3O.d +0.8 +1.55-3- + .3. 5.9 9 3 17. I 7.9 4.9 3.9 3-A 2.8 1 11 II 4 + IL # + + 4 l + + + + 3:7 4.9 T. , 112.E . 6.1 a.s 3�.D 1910. N 1 1 II . SL ,42 /02 0.4 0.7 . 1.2 ` lli 9 2� 3.8 4A 18.41 Ii8:0'-`6.3 4.6. 3,6 3.9---3-7-- 5 5.3. 2.i 1:3 0. .6 0.4 02 0;1 0.1 0.1 l 1 z I.1 I 21 ,200 S. 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Z7 25.7 21. 0.1 02 4.3 0.4 11 20' v V V + + + + +4 + + # „+ + MEDICAL OFF1 CE. + # +0,4 1 #05 0.7 111.6 2.3 9 3.6 4.7 4.8 .15.7 Il�5,T 4,6 .4 3.2 2.7 2,3 1.7, +,46.5 +0.9,11.7 . +2.8 + .6 +4.1 +5.1 X56.1 T7.9 +4.4 +3.6 +3.1 +2,$/I% 7 ; +1. D U I L D N + ��+ + + / +,0.r + + 11 + + + + + 7!1114 + +:1.9 5 0.7 1.2 117.9 2,7 4.6 6.2 8.6 II'E �i1 1 + + + + f� 4 11.3 7,9 5.3 .4.0 2.8 . I.S + ; 1.3 .4 X0,7 +1.4 X22 +32 + +52 +8.2 +12.1 . $ 116,6 +91,1 +7.1 +4.4 . +3:�j/� +3.0.4 +1.6 / !� li A3 ! E + 1 + + +1A A + " + + + \\ _ s + DOM OULARD TO RETM 16 3O.d +0.8 +1.55-3- + .3. 5.9 9 3 17. I 7.9 4.9 3.9 3-A 2.8 1 11 II 4 + IL # + + 4 l + + + + 3:7 4.9 T. , 112.E . 6.1 a.s 3�.D 1910. N 1 1 II . SL ,42 /02 0.4 0.7 . 1.2 ` lli 9 2� 3.8 4A 18.41 Ii8:0'-`6.3 4.6. 3,6 3.9---3-7-- 5 5.3. 2.i 1:3 0. .6 0.4 02 0;1 0.1 0.1 l 1 z I.1 I 21 ,200 S. J + / 0.2 0.3 0,6 1.0 111.7 2.7 4,1 4,D 4.5 5.6 8.! 516,3 5.3 d.3 3.4 �3. \� 1.9 4 .2.4 2.3 _ 5.8 3,9 1.0 0.5 0.3 0.2 0.2 MEDICAL O F ,U.1 I I �111ii�f , �St. 2 0) "'0.1 +0.2 +0.3 +0.6 + 1.8 +4.5 4.5 +4.4 "4.4 .1 4.9 +4.5 +d.6 +3:8. +3.3 #3.2 7E + 9 ` +4.7 +1 5 + + + * i 1.0 II I� ( E 0.7 Q4 0.3 Q.2 D BUILDINC _j r 0.1 D.1 D.3 0.5 Q,9 1" Lig \ ,8 4.5{1 2.9 3:41 3.T 3.8 �} 4.5 4:3 3.( 2,8 ,4 2.3 1,9 .2 1.0 0.$ 0.5 0.4 0.1 r' + *0. + + +_. + + + + + + + + + + + + + # + + + + + + + r 0 0.1 0.1 02 0,4 6 7 1 1,7 2.9 2,5 2,1 2.8� 2.9 2.9 3.3 4,4 5.0 4.1 32 2,6 2.3 2.1 .2.3 X1.7 1 2 O.a D.5 � L 0(5 .� 0,1 0:2 0,3 0,4 0. 0.7 0.9 1.5 2A 1.9 24 2,4 2,4 2.3 33 4.5 5.7 5.8 4,8 4.6 4.2 d 1.0 0,7 �0+- .00 , O SL2ji1PICAl} + + + + + + + + + ( + + + + + + 2 + # + # + + + + UL.0 Ute' 8L _+0' !1A 0.1 J.2 0.2 0,4 0,6 .9 1.4 1.2 1. 1.7 1.7 1.8 1. 2. 4. 4.9 3.9 2.7 2. 1 2 0. 1.1 (1.6. 32 +5.9 , � At f -- + + # +0. + + '� + + + + + + + .2 02 0.3 0.4 0.8 0,8 0.7� 0.9 1.0 9 0. 0. 4 .9 .1.8 1:7 ` 1.5 1,5 1.1 3.9 3. 8 12. 12.I �'b 4 '+0.110.2 + + + # # # + # # + + + # # + + E%15nK POLE LIGHT TO FZW 0.9, OZ OZ 02 02 0,4 0:4 OA 0,5 0,5 . 0.4 0.4 0.4 0. 0.$ 0.9 1,5 1,7 1.5 3 ` 1.6 A 2.8 2.1 2.0 3. 20.8 .8 18.1 + + + + + + + + + # + + + +2 +3.5 + # + UL , k1 0.1 02 0,3 0,3 0.3 0.3 4 0. ,6 0.9 1.2 1.7 2 4.1 .8 1.8 2A 2,6 4. 18.7 16.7 ''b:1, '0 4 ' D 1 0. }0.2 }02 +02 +0.2 +0.3 +0.3 + +1.3 + +1.5 }1.7 +2 1+314 f +2.4 +2.7 +3.0 +4.0 +5.8 +5.9 +4,9 01, 0.1 .1 DZ 0,3 0.5. - 0,8 1.1. 1.5 1.9 1.6 1,6 - 2.1 0 X22- 2.6 2.7 3.3 3.7 5.3 6.6 Z2 +0.1 +0.5 +0,8 + .0 1,3 .+1.6 +1.8 +2.1. +2.5 +2, N A +2.5 +3.0 +3.7 +4.7 . +52 ,+63 +8.6 M SYMBOL DESMP71ON LAMP LUMENS MOUNTNIGItALLAST LLF QTY DESCRIPTION vE 2TICAL WAIL MOUNTED FIXTURE MOUNTING/BALLA T LLF QTY Al 1 .5 BIL F4 3 40W -PL 2970 BUILDING 1.0 9 (1) 'AC4' AR4/400PMH-ED28 0) RECESSED DOWNLIGHT + 1 1.2 T1.9 + 3+5.0 A2 + 6,5 CL q + 10OW MH 6800 BUILDING 1.0 8 0 'AC3' AR3/400PMH-ED28 (2) BUILDING UPLIGHT. A3 UL 01`4 +0. 35W PAR 20 360 GROUND 1,0 7 (3) 'AC4' AR4/400PMH-ED28 (3) NALL MOUNTED FULL CLITOFF �0.31 +0. A4 WL FU 10OW MH 6800 WALL LO 4 (1) '*ACTAR3/400PMH-ED28 (I) STRIP SIGN LIGHT +0. +0.51:1 SLI C3 KIM LIGHTING SLI/70MH-ED17 0) 4000 3' TOTAL 1.00 8. SITE LIGHTFORM LUMINAIRE SL2 FO +4.5 24W T5HO 2900 GROUND 1 10 MARTA LM F ITAL-79402) L I S LE TYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTING/BALLA T LLF QTY Al 1 .5 KIM LIWTING SINGLE @ 25 1 .8 .3 3 25' TOTAL 1,00 6 6:1 7.1 .1 (1) 'AC4' AR4/400PMH-ED28 0) 40000 + 1 1.2 T1.9 + 3+5.0 A2 + 6,5 KIM LINING TWIN@ 25' . + B. + 25' TOTAL 1100 `II0.6 0 'AC3' AR3/400PMH-ED28 (2) 40000 A3 KIM LIGHTING TRIPLE @ 25' 01`4 +0. 25' TOTAL 1; 00 1 6:3 +7.1 (3) 'AC4' AR4/400PMH-ED28 (3) 40000 �0.31 +0. A4 KIM LIGHTING SINGLE III 25' TOTAL 1.00 5 (1) '*ACTAR3/400PMH-ED28 (I) 40000 +0. +0.51:1 SLI C3 KIM LIGHTING SLI/70MH-ED17 0) 4000 3' TOTAL 1.00 8. SITE LIGHTFORM LUMINAIRE REFERENCE ORAWW E1.05 Fi7R FLU SRE 110MG F=)R£ S01MIE RR FULL DWWTION OF SITE UGW MURES, POIfS, 3.4. 00 FAfT1 RM 2 0. + AREA NAME 0.8 +1,1 +1,6 +2,1 +2.5 + + New Area + + + + + 113 "bA. 0.4 0.6 0.8 1+11.1. 1 .5 1. 1 .8 .3 3 5.5 5.5 6:1 7.1 .1 i ` '0-.41,1+11 Q4,1 I+ + 0.8 + 1, + 1 1.2 T1.9 + 3+5.0 + 6,5 8.4 + B. + `II0.6 �1 01`4 +0. A *0'. 11 +31 6:3 +7.1 0.7 +5. +41.7 �0.31 +0. *0.712 +31 +5.8 +4.1 +4.1 +7.3 3.9 .2 +0. +0.51:1 +4 +6.9 +4.5 +3.3 +3,4 3.9 3.5 �I l +0,241 +0. +0 i1.1 1 0.9 M +43 +8.7 +4.2 +2.9 . +3.0 +3.3 .3 II 11 11 l +0.1 ; +0. �-- *01 41 4 1 I0.6 +21 +5.9 +4.3 +2.7 +2,9 +3,3 ,0 II >i t'D 1 , 11 l II II i +0. +0_ 11 10.4 +1 +43 +4.7 +2.9 +2.9 +3,4 +2.9 U 4 2 II (I +0.1 + + ;1� + + + + + + + 0.1 02 ,t �.6 1 4.0 3.4 3.0 3.2 .2 5 +0.1 1$.5 +1 12 +11.9 +2.9 +32 +2=+22.9 3 - ?0?O . +0. +0.1 ;I'0' 3 +00_+T._3__'2.0 +2.4 +2.5 +2.4 +22 1 11 1 to 10.0 +0.1 it #0.3 +0 0,8 +1,2 +1.8 +1.9 +2,0 +2.2 �I 1 f + it II ' !1 it 10A +$i. +Q.1 it 0,2 + 3 +0.5 + 7 + ,1 + .5 1,7 +2.0 p`' w 11 !I 1 !i II )11 � �N tE. aE 11 0.1 102 62 .4�1� 5 +0.8 '(12 1.4 +1.5 if IJ cps t it II 11 V� G,0 c. O. +!(3.1N- +0.2 L +0.4 +0.6 +0.9 +1.1 +1.1 i4 }0.0 11 II i1 w� ry`-NQi' y OHE 1 011E 0"Vj( .L "'t/ L.0 +V.7 w METAL HALIDE TEST ONLY AVAILABLE, 40010 LUMENS OUTPUT FOR 56V HPS c +---- _�-+0.1 S�FN+0 2 -+0.3 -OA - +0.5 -+0.5 0.---------------------------- CALCULATION SUMMARY AREA NAME I DIMENSIONS GRID / TYPE 1# PTS ISPAC I GROUP I AVE IMAX I MIN I MAX/MIN I AVE/MIN New Area 160913419,64Ft I New Grid / H -H 1958 110,00 <+) 12.50 47,7 1 245 112014, 18,47 J 0 SITE11PLAN - LIGHTING '2,9 +2,5 +2,3 +1.8 +1.o -A,7- +0.4 +0.3 �/� 1 ,+0.1 1! '4.0 +3.2 +2.8 +2.0 +1.7 +1:1r' 0.7 +0,5'/ r 0.1 / X5.5 .9 +42 +3.3 +2.6 +1.7( +1.1 +E 1 1 r` 1'0,2 I / r r` / '5,7 +5.0 +4,0 +3.0 +2.5 +y'6 +1,0 r' ;+0.2 1 j i i I 4 / 3.5 +2.3 +2.0 +1.6 / 0 + r' 0.2 ! 2.0 9.8 1.5 / 0.8 0.1 1.7 +1,6 +`1.5 0.9 +0fg /r r/ / } '2.0 +1:3 *1.0 ! +0,6 'OA ! / 1 //�0,1 `1.8 +11 +0.7 .5 +0,4'/ /' ¢' I "1.810 +0. / 1.9 + +0.2/, Z-- / 1.9 + 0.d + lit 0.0 r / I , '1.9 / +0.2`,'0.1 ,0.0 j 1.6 'A +0� 3 /'rrr �0.0 / A / r ------------- r ' b� +02 �0.0 ,• � r r /r r r 0.5 +00. Q.0 6` .4 0.1 / j+O,Q 1 0.0 3 /r �4,0 ; r2 r1 � ; X0.0 r , r / r�0.0 I , r / /+0.0 !' . 1=' i / r 0.0 GENERAL NOTES r A. THERE ARE MW MIRES TO REIM THAT SERVE THE E)QSW ` SA WNG AND PAR06 LOT. 501E FIXnAiES AS Id1 MED ARE DA / EMS71NG FOfTI RES TO BE RELOCATED TO NEIN LOCARONS AS SW011N, r I 8, EACH OUTDOOR ILLIANIAIRE WAPPED NM A LAMP THAT EkUS 3,006 LUMENS OR MORE lNffK LUMENS SIAL BE A FIAL CUTOFF UAANAIRE. THE SPLLUM W MW FROM UAINAIRES ONTO RRM ROADS AND PROPERTY IN RFS10Qt1►AL OR RURAL AREAS IONM DLSTRICiS SHALL NOT EXCEED ONE-NAIF FOOTCANDLE. LEGEND NOTES A E s. 2 t � #DT t1SED. i S & P esioln -Services For The Built Elrvironm ant 11 Atlanta slrm Ingham Charlotte Cincinnati Colum bus Defies Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond 'dam ps G R E S H A M S M I T H A N D P A R T N E R S FINAL ",FsEB SUBMISSION REVISION N o.- lasts - Reviston 10-18-2009 AM HEARING RELtS+ONS 2 12-08-2009 I COUNTY COMMENTS ------------------- ----------------------- 'Go ----------- ------;C0 d 308079.006 -. :, S ITE LA ' ' L1UGHTIN Aff / 3311 Nest Broad Street On n Richmond, VA 23230 � fiofefsiolid ?hone: 804,35-5.2067 Tax: 304,350 211 Dallas Houston E Ras; sville . =`,Miami Richmond ;-Nust;n a Denver 3 Phoenix > Washington D,C. YT! is 1129 ---- REVISION - , It_ / t t t , t I t t t t j , t 4wo p p E R 4940 i i i 1 (p a 21 t f Q���Q 6 81: t t O tf .. it - r=====moi - pAyED `�/ � rV t r=-= ; q Q / QJ Q nrj lci l v`^00 ^ � � l ( W a i Il FEN�e tQ rb l , t f��'Q1v v it tt It S3_26ti x �1 p04,�, t, �__ _ fl e '`.ryN°,l Eb o 'p T A4A3g00 EXISTING, q�440 = t���__�, a I ;» 2 STORY�� lI II tt 20,000 S.F. t t II , �MEDICAL OFFICE it BUILDING NCE 711771 !�o ' t / if Iliiiiir ll tl I ; r 1q ! t /itit s r i NEW it 1• l,f / � r ,, II t ® 2 STORY t / Ir it t /wo III i 21,200 s.F. i t II MEDICAL I�' . E Ii (D OFFIC ; BUILDING i ' t It � t t • �_I � r 3267 PROFFIT ROAD t TAX MAP I.D.# Q�tv O t 032A0-02-00-00100 ` _• `1 - `V`4(y f! FIRST VIRGINIA BANK --BLUE RIDGE /i, ; %```` a i l f / ,1 (j)o q ,�tv 4 U f t; D.B.681-799 PLAT �� f a �, t ZONE. HC UR \ I , i f i r i Q zit 4p 40 ,( t ! f ' r f - - - l) 11 it It ply i J% Il it f 1 E /. II If pq 0 II I j0 W°e P ANNE j 1 11 II III it -E1-rc- ---- --- - - -- x - •°- -_ -'-'N, r r r -r --- --1 ------------- ------------- U_ ---- P _ - - _ _ - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - t ----------------------- ,-------- -------------------------------------------------------- _`` f 1 'tel 3489 SEMINOLE � AIL �� �t G / TAX MAP I.D. 03200--•DO-00-037COJ'�RO�sti1 MERCER, MARY R.& GEORGE\ �� ; ��' 6A`IDR ,9 \,D.# oGO f R MERCESR TRON ZONER HC TAX MAP I.D.# �� �� r' ,' I ,X OOr Olfl'fl C ��R 046B4-00-00-00400 ��� ��, ff'' 03 `Q �;-ZAN LIMITED .PARTNERSHIP yet ZONE: COMMERCIAL�1D f t / t f t SITE PLAN ZONING SC.A.LE. -3311 Nest Broad Street Richmond, VA 23230 .............. phone: 804.355.2067 ja : 804,355. 1 ,4 F)a!as Houston;ashvIlle Miami Richmond Ausiin , Denver = Phoenix = Washington D.C. Design Services For The Built Environment Atlanta Birmingham Charlotte Cincinnati Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville. Memphis Nashville Richmond Tom ps G RE S H A M SMITH AND P A R T N E R S REVISION No.- fiats - Revision A 12 -o8 -m I cwtay waom SITE PLAN ---- LZONING E I _y 3 T111 7/;31�o9 aws f r t r f 1 r r r J r r r f r , f r , J r � T�YQ� k ,qp (, r r �%Q► 00` /0 'SEA QQ� ZOJ� �$qQ ,' f q Q,R�� rfrr L f / , r f r f f f r f rr f 1 /f r J , f r r /J r r r i r` q 1 r J , f , I _ 0 S r -i- //?P '-00 i/?A'-00 I ' `04fj�P4,qZ 00 I f li n -ii f' IF—II e I � f It. liisill i i i 3267 PROFFIT ROAD , TAX MAP LD.# a� r" r 032AO-02-00-00100 FIRST VIRGINIA BANK -BLUE RIDGE f / D.B.681-795 PLAT rf r ZONE: HC- wR8& \ fiFNCF 1 ! pp \ J 1 r ! r r f + r ! C) f +/VCj Sj `fit , ,--------------- <v ``� �/ll / r r `�✓ Q• I I: 11 Ij .S 1%04 II ' II1L E �00 '4N)C f. ! ----------------- __ 6 __._ ------------------------------------ c w w a¢ v ---- :s Y — "---- -------V — -� ----" .!r w p.� ---------" ----- w r r ------—= y _ ------------ ----------------------------------- ,------- __, r \ 1 / / TAX MAP I.D.# 04684-00-00-00400 JA-ZAN LIMITED PARTNERSHIP \\ frr ZONE: COMMERCIAL r' r 9 ' J r ii;i. PLAN — ZONING SCAtM NOW X 8 WOR�P 0p, 0aG0 PMtP �03R C / fl320a' 4iP st"Ac, r 1 IJ I 3311 W& t Broad Street Richmond, VA 23230 phone: 804,355.2007 drml ax: '304.355.21 DaOa$ irouston • fNaShv4le = Ii\illiarli6 n R;Ch T1Oild, ,"uStln , Deniiver Phoenix tiVansh,ington D.C. Design Services For The Sus lit FEnvironment a Atlanta Birmingham Charlotte Cincinnati Colum bus Dallas Fort Lauderdale Jackson Jacksonville Knoxville Louisville. Memphis N ashvlils Richmond Tamps 111 G R E S H A M SMITH AND P A R T N E R S REVISION ltlo.- Date - Revision >° t 1 I 12 -as-' ca,►m cunTs SITE FLAB! �- ZONING 11Lis 712 _-_ ----. Zt•ilW�44!1 AR The Archetype? The LIGArchetype �M hi _ The Archetype I � �'� res 1+ GHTINvision 9159/08 • ars-p�IiM dE LIGHTING revision 4/39/08 • artldf ! I.IGHTIIrIG revision 9J19J08.• at.pd# Type A4 Approvals` Type: A3 Approvals: Type: A2 Approvals: Job Martha Jefferson Outpatient Care Center Job. Martha Jefferson Outpatient Care Center Job: ,',lartha Jefferson Outpatient Care Center Catalog number: Catalog number: Catalog number: 1A 1 AR3 1400PMH2771 DB I / 3T I AR4 ! 400PMH2771 DB I 2B 1 AR3 140OPMH2771 DB 1 1 i FixNre. Fleeaial Mod is Foix:^, Opliore Cpl'onal Mrs. Fixture f!tRricaf Modula lash Opt. a3u3-1 _ pedkalE wig, fi wt SR.ricai Moak finish Oprrons Cps—I { see pa$as 3-4 'vertical 3 - i - see ti'zstica3 I ' rrer M.wrt - `x_ e 2 Si Artier Mauro I E Pages s-: ,`cc page 2 - S p Date' Pi6 sae pregc2 41�4iner"w Date: - - Pate: S•e pz,e S ✓.>e pages See page s Sole pole from Kim Pole Catalog- If pole is provided by others indicate C.D. for arm t:iting. Page- 1 Of 5 Select pole from Kim Pole Catalog. if pale is provided by others indicate 031). for arm -fining. ?age: 1 of 5 Select pole from Kim Polo Catalog- I# pole is provided by others indicate O.O. for arm lining. Page: "! Of 5 ]lousing: One-piece die-cast, lose copper i<0.6% Cu) afumimum alloy + Housing: One-piece die-cast, low copper (<0.6% Cu) aluminum alloy Housing: One-piece die-cast low copper (<0.6% Cu) aluminum alloy Specifications Specifications with integral coolie ribs over the optical chamber and electrical Specifications with integral coolie ribs over the optical chamber and electrical with integral cooling ribs over the operate chamber amd electrical i' g g P g P compartment. Solid barrier watt separates optical and electrics! compartment. Solid barrier wall separates optica[ and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with gussets on the support -arm compartment. Double -thick wali with gussets on the support -arm compartments. Double -thick wail with gussets on the support -arm mounting and. Housing forms a half cylinder with 55° frornt face plane 1 o 40 watt ; mounting end. Housing forms a half cylinder with 55° Root face plane mounting end. `Housing faint's a half cylinder with 55° front face plane 150 to 400 watt providing a recess to allow a flush single -latch detail. hill hardware is 50 t 0 �i providing a recess to allow a flush single-latcll detail. All hardware is 150 to 400 wait P g g Mogul Base Lamps prow ding a reds to allow a Flush sing?e €arch detail. All hardware is i lagul Base Lamps stainless s eel or elect a -zinc plated steel. ax stainless steel or electro -zinc plated s eel. Mogul Base Lamps stainless steel orelecirb-zinc plated steel. Maximum Fixture vreight (400HPS) = 45 Ib Maximum Fixture weight (400HP8) = 45 ib Maximum Fixture weight (400HPS) = 451b Letts frame: One piece die cast low tappet (<0.6% Cru} aluminum tans Frame: One-piece dieicars, tow copper around the Cu) aluminum Lens Frame: One-piece die-cast, low Copper (<0.6%Cu) aluminum allay lens frame with 1' minimum depth around the g{asket flange. alloy lens frame with 1` minimum depth around the gasket flange, alloy lens frame with I' minimum depth around the gasket flange. 8" Integral hinges with stainless steel pins provide no -tool amounting and 8` j Integral hinges with stainless steel pins provide ro-tool mounting and 8` Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum carsria3tch provides removal from housing. Single die�it aluminum cam -latch provides b' a one-piece --_T-- — positive looking and stearin of the optical chamber 1 -1 td1 rovides osave ocP e d'e-cast aluminum a g PY removal from housing. Single I optical chamber b a one-piece g emo sealing the o ice P P �� eve locking and s a r of g g osd Y P g P P g s• � I ! i 6m red ass a 8` � i - ane askeL Clear /,a th dk T k did and vulcanized s he g ---1-- r one-piece ' �� ecru g P? ,rte positive locking and sealing of the optical chamber by p 8' � extruded and vulcanized silicone gasket Clear le thick tempered glass (� 8" extruded and vulcanized silicone gasket Clear 3/s thick tempered glass �_ lens retained by eight steel clips with full silicone gasketing around the t lens retained by eight steel clips with full silicone gasketing around the L— �— lens r a nod by eight steel clips with full silicone gasketing around the �+ — { perimeter. G 22%z --+ I perimeter. — 22Y —' perimeter. ® r r Reflector Module: Specular Alzakm optical segments are rigidly --1- Reflector Module: Specular Alzak• optical segment are rigidly (� _r Reflector Module: Specular Alzak optical segments are rigidly 6' I mounted within a die-cast aluminum enclosure that attaches to the 6 mounted within a die-cast aluminum enclosure that attaches to the 6 mounted within a die-cast aluminum enclosure that attaches to the 0-•-1- I housing as a one-piece module. Reflector module is field rotatable in. _L housing as a one-piece module. Reflector module is figM rotatable in P ` tt`•',- � housing as a one-piece module. ReOeaor module is field rotatable in _ jg' . 901 increments. HPS and PMH socket are porcelain 4KV pulse rated -� h2' 16' 901 increment. HPS and PMH socket are porcelain 41CV pulse rated -y L2' 76' 90° increments. HPS and PMH sockets are porcelain 4KV pulse rated j 2' mogul base with molded silicone lamp stabilize. All reflector modules Arm mogul base with molded silicone lamp stabilizer: All reflector modules mogul base with molded silicone lamp stabilizer- All reflector modules Arm rewired with quick -disconnect lu 'and include silicone are factory prewired with quick -disconnect plug and iiidude silicone ;-s I are factory rewired with ouick-disconnect plugand include silicone cross-section are factory p q P g cross-section i eros°>•section J— ry p seal_ at the penetration of the internal barrier wall in the luminaire seat at the penetration of the internal barter wall in�the luminaire seal at the penetration of the internal barrier wall in the €uminaire housing. housing: Electrical Module: All electrical components are UL and CSA Electrical Module: AN 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 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 quick disconned plugs. Electrical module, attaches to housing with - no -tool hinges and latches, accessible try opening the ferns frame only. no -tool hinges and [arches, accessible by opening the lens frame only. no -tool hinges and latches, accessible by opening the leris frame only. Ail ballasts are high power factor raced •20°F. stn t ng. All ballasts are high power factor rated -20°F. starting. All ballasts are high powerfactor rated -20°F stating- Support Arte: One-piece extruded aluminum with intemoal bolt guides Support Amt: One-piece extruded aluminum with internal bolt guides Support Arm: One-piece extruded aluminum with internal bolt guides and fully radiussed too and bottom, [-uminaire-to-pole attsschment is by and fully radiussed top and bottom. Luminaire-to-pole attachment is by and fuiiy radiussed top and bottom. Luminaire-to•pole attachment is by entemal draw bolts, and includes a pole reinforcing plate writh wire stain 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. Arm is circular cut for specified round pole. relief. Arm is circular cut for specified round pole. relief. Arm is circular cut for specified round pole. Optional Wail Mounting: Fixture mounted to poured concrete walls Optional Wait Mounting: Fixture mounted is poured ctuncrloe walls Optional Wall Mounting: is re mounted is poured concrete walls only. A modified support arm is provided with side access to allow field only. s modified support armwar e provided with side access to allow field only. A modified support arm E provided with side access to allow field y p}wn P -pieces within the arm. A wall embedment bracket is prove{did to accept splices within the arm. A wall embedment bracket is prc'vided to accept splices within the arm. A wall embedment bracket is provided to accept draw bolts, and a trim plate covers the wail -embedded jumcteon box. Ail 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 thefixture, 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 nominal Super TGIC thermoset polyester a titer powder coat paint, 2S mil Finish: Super TGIC thermoset polyester powder coat paint, ver mil Pe P° nominal thickness, applied over a titanated zirconiums conversion nominal thickness, applied over a titanated zirconium conversion nominal thickness, applied over a titanated zirconium conversion coating 2500 hour Bait spray test endurance a8ng: Standford colors are coating; 2500 Hour salt spray test endurance rating. Standard colors are coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Stealth Gray*, Platimum Silver, or Black, Dark Bronze, Light Gray, Stealth Gray ; Platjpum Silver, or Black,. Dark Bronze,' Light Gray, Stealth Gray°, Platinum Silver, or White. Custom colors are available. White. Custom colors are available. White.Cusromcolors are available. CAUTION: Fixtures must be grounded in accordance with national, CAUTION: Fixtures must be grounded in accordance with national, CAUTION: Fixtures must be grounded in accordance with national, state and or fora! electr cal cedes. Failure to do so may result in ser oust y: state imWor local electrical codes. Failure to do so may result in serious state and/or total electrical codes. Failure to do so may result in serious personal injury. personal injury. personal injury. Listings and Ratios Listings and Ratings i est n sand Ratio s UL 'L 1 B' CF 1P66 Rated 25C Ambient : i 7"0 • UE cUL 1598' E P66 Rated 25 Ambient UL CUL 1598' CF IP66 Rated 25C Amb int !♦uaeet�<� s�. Suitable for wet locations. KIM 'Suitable far wet Vocations. .,.''�. rea'�-, 'SUitable for VleY locations. KIM UCMIIv('i RESERVES THE RlGHr TO CHASlGESPECIFlCATIONS WmiGUT I.OTSCE, ,vsut, uc,nuwwc KIM rJGHTiNO RESERVES THE RIGHT 70 CNRNGE SPECIFiCF.TIOt1S YJITHOUi \OTICE KIM LIGHTING, RESERVES 'HE RIGHT TO CrWGE SPECJACNT10NS WITHOUT NOTICE . --w 2008sKIM LIGHTING INC. • P.O. BOX 50080, CITY OF CJDUSTRY, OA 917160080 •TEL' b2619685666 •FAX: 6261369.2695 5600408263 - O 2W 8 KIM LIGHTING INC. - P -O. BOX 600ae. CITY OF INDUSTRY• CA 91716-M -TEL; 626MB-5666 -TAX: 62M69-2695 56004082,33 02008 KIM LIGHTING INC. • P.O. aOX 66080, CITY OF INDUSTRY, CA 9i716 -MO • TEL -626(068.56436 • FAX:6261369-2696 6600408263 AR The Archetype The Arche pR The Archetype® ryp MIN LIGHTING revision 9/19/08 • ar.pdf it M LIGHTING I�I� LIGHTING revision 9119/08 • arpdf revision 9/19108 • acpdf Type: A4 Type: A3 Type: A2 Job; Martha Jefferson Outpatient Care Center Page: 2 of 5 Job: Martha Jefferson Outpatient Care Center Page: 2 of 5 Job: hdanha Jefferson Outpat int Care Center Page: 2 of 5 Standard Features Standard f=eatures Standard Features Mounting Plan View: Wail Mount Mounting Plan View; Wail Mount Mounting PlanUew: Wall Mount ;7F-� 3Y configural on is available g. 3Y configuration is available ;,�— Y Ai ! e 3Y c:orifgoration is available For round poles only. for round poles only. for nound poles only. EPA: 1,2 2.4 2.0 3.2 3,2 3.9 rda EPA: 1.2 2.4 2,0 3.2 3.2 3.9 n/a EPA: 1.2 2.4 2.0 3.2 3.2 3.9 Ida _ Cat. No: 21A 02B 02L 03T 03Y 04C 01W Cat, No,: E31A 02B 02L 03T 03Y 04C 01W Cat No.: 01A v2B 02L 03T ❑3Y 04C 01W Fixture Fixture Fixture Cat- No. designates fixture ( �� j / y fi � Cat. No. designates fixture / �� f Cat. No. designates fixture r . i I x and light distribution. f \ and light distribution. Fiat Le Q and is htKim button. Flat Lens y Fiat tans i i Sea the Kim Site/Roadway See the Kim SiteJRoadway Light Distribution: 7 3 Type it Type Ill Type T V See the Kim SitelRoadway Light Distribution: Type t Type it Type fit Type IV Type V o Type yP YP ar qua Light Distribution: Type € Type II Type ill Type IV Square Optical, Systems Catalog for Optical Systems Catalog for fro wardThrow Square Optical Systems Catalog for Fo wardihmw Square on Forward r detailed information Throw ua e d nit ff motion Off Full Cutoff Fu Cutoff detailed information on �l detailed information Full Cutoff Full Cutoff FuliCuteff. Full FullFull FuifCutoff Full C o reflector design and Fullcutoff Fu11 Cutoff Fuli Cutoff l=ull Cutoff Full Cutoff reflector design and reflector design and application. Cat. No.: DAR1 ❑AR2 ZAR3 OAR4, ❑ARS application. Cat No-: 11AR1 OAR2 .. 0AR3 IZAR4 OAR5 application. Cat. No.: 11 ARI ❑AR2 t�AR3 OAR4 ❑ARS EleCtricai Module Cat. Nos. for Electrical vtodutes available; Electrical Module Cat. Nos- for Electrical Modules available: Electrical Module Cat: Nos. for Electrical Modules available: HP;7 =High Pressure High P e sore lotion HPS.= High Pressure High Pressure sodium HPS = High Pressure High Pressure sodium SZe. DISOHPS120 0250HPS120 0440HPS120 Sodium ED150HPS120. �❑250HPS120 0400HP6120 Sodium ❑150HPS120 0250HPS120 }0400HPS120 PMH = Pulse Start 0150HPS208 LJ250HPS208 0400HPS208 PMH = Pulse Start 0150HP13208 0250HPS208 0400HPS208 PMH = Pulse Start C1160HPS208 0250HPS208 IC1400HPS208 Metal Halide �01501HP5240 0250HPS240. 0400HPS240 Meta[Halide 4150HPS240 0250HPS240 0400HP6240 Metal Halide 0150HPS240 0250HPS240 ❑400HPS240 01501HPS277 0250HPS277 i11400HPS277 0150HP6277 0250HPS277 ❑40OHPS277 ❑150HP5277 0260HPS277 I❑400HPS277 ❑150HP8347 0250HPS347 C1400HPS347 0150HPS347 _ 0250HP5347 E3400HP3247 0150HPS347 025OMPS347 0400HPS347 OISOHPS480 0250HPS480 0400HPS480 ❑ISOHPS480 ED250HPS480 040GHPS480 Q156HPS48U 0250HPS480 0440HPS480 Aa m E-23% Clear E-18, Clear E-1$, Clear Lam E-231/2, Clear E-1 B, Clear E-18, Clear I, Lam E-231/2, Clear E-18, Clear E-18, Clear IT Ma ul Base M ul Base 1oQu1 Base Socket Mo ul Base Mogul Base Mogul BaseSocket Mo ul Base Mo ui 8ase M ul BaseANllast 5-55 5.50 5-51 ANSI Ballast .SSS 5 54 S•St ANSI Ballast 5-55 5-50 . S 51 Pulse fart Meiai Halide Pulse Start Metal Halide Poise Start Metal Halide - - - 120 Lam Lam Line 025OPMH120 0320PMH120 035OPMH120 040OPMH120 Lamp Lamp Line C325OPMH120 ❑320PMH120 ❑350PMH120 1040: PMH120 Lamp Lamp Line 025OPMH120 0320PMH120 0350PNEH120 ❑40OPMH208 'Watts T p Volts 025OPMR2O8 0320PMR2O8. ❑35OPM142O8 0400PMH2O8 Watts VOIt9 025OPMH2O8 0320PMH208 0350PMH2O8 ❑40'OPMH2O8 Watts Type Volts 025OPMH2O8 ED32OPMH2O8 ED35OPMH2O8 Q400PMH2O8 — 026OPMH240 El32OPMH240 035OPMH240 0401GPMH240 0250PMH240 0320PMH240 G350PMH240 G�40OPMHM 400 HPS 277 �f0250PMH240 ❑320PMH240 ED 0400PMH240 400 HPS 277 7 0320PMH277 035OPMH277 04010P&IH277 400 HPS 277 025OPMH277 0320PMH277 1❑35OPMH277 040OPMH277 jID25OPMH277 C3320PMH277 1035OPMH277 .7l40OPMH277. 025OPMH34 ❑25OPMH347 ED320PMH347 035OPMH347 040OPMH347 ❑250PMH347 0320PMH347 0350PMH347 ❑4010PMH347 0250PMH347 ❑320PMH347 0350PMH347 0400PMH347 �025OPMK480 0320PMH480. 035OPMH480 040OPMH480 D25OPMH480 1132OPMH480 Q350PMH480 040i0PMH480 C125OPMH480 0320PMH480 1035OPMH480 040OPMH480 Lam 1 ED -28, Clear BT -28, Clear BT --28, Clear ED -28, Clear Lam ED -28, Clear BT -28, Clear B728, Clear ED -2E8, Clear Lam ED -28, Clear BT 28, Clear BT -28, Clear ED -2$, Clear Scckek Mogul Base Me ul Base Mogul Base Moaui Base Socket Mogul Base Mogul Base Mogul Base Mo urt Base Socket Mogul Base Mogul Base Mogut Base Mo ul Base ANSI Ballast M-138 M -t 32, M] 54, M-131, M17I M-135 ANSI Ballast Md 38 rvil-132, M754, M-131, M171 M-1355 ANSI Ballast i M-138 M-132, M154, M-131, M171 M-135 bi 0 1 or M170 or M170 or 17 NO7E'Duetothe 1 etceandSeclri( Act(f75.A)of2007,KimLihc ranrofon�ersu�Iy die start moral - - at NOTE:DuetatheEnergyfndependenceardSecurityActfaSNof2007, Kim Ughtirigcannolcnger`-upPlyfpIcbedaArredl' NOTEDuetoav,FneWIndepa,denceand SecusityAd(E15A1of2fA7,famtighhn$canrolange�suwtyprobestartmet hlideballastsvvfdl eliectfvelanuary7 2C09.ContadKimlig<ltirgrgfo avaitabi!ityofrepfarlentoaliastsfor. t halide ballastswilhusluminatres,ofEccusC{anuaryl,2(XN.CartaciKimLighting(orareilabilityofreplxe<yrrertbalkstslor - F:alide6allastswithit>luminaires,ei:ectheJantsaryli ?tJ03:Contact!Gm!ightlngforavaiEabi!ityofrepffacementballasts for halidewarranrylLasis ithits. . � _ _ _ warrantysevicedainia - _ vvananty service dairm. Gloria mvwabce alai tingcnr:boi�org or the trlxary Of Congress wdasite fa nxire details). - (Visit www.aboudighdngcertrofs-org a the Library of Congressnebsito for more details). [Visit www-aboudightingmntrols.arg a the Library of Congress website for more retails)_ Finl:sh Stealth platinum White .Custom Colo Finish Color, Black Dark Bronze Light Gray Stealth Gray` Platinum Silver White ICustomColoo Finish Color: Black Dark Bronze Light Gray Stealth Gray' Platinum Silver White Custom Color' Color. Blade . Dark Bronze Light GrayGray jj Super TGIC powder CatNo.:©BL VDB GLG OSG OPS OWH (OCC Super TGIC powder C_at.No,:OBL WOB OLG ❑SG OPS ❑WH ❑CC Super TGIC powder r Cat. NO.:0BL ODB OLG ❑SG OPS OWH OCC. coat tint over a titanated coat tint over a titanated coat paint over a titanated P • 'Custom colors subject additional charges, minimum quantities and extendecd lead times, P • Custom colors subject to additional charges, minimum quantities and extended lead times. zirconium conversion Custom colors subject to additional charges, minimum quantities and extended lead times. zirconium conversion 1 zirconium conversion Consult representative. Custom color description: coating. Consult representative- Custom color description: coating. Consult representative, Custom color description: coating. eP P 82008 ICM LIGHTING INC: • P.O:BOX 60080, CITYOF INDUSTRY, CA 91716-0080 •TEL: 52WG&5666 • FAX: 6267369.2695 _ 6600408263 - 02008 KIM LIGHTING INC. • P.O. BOX 60060, CIN OF INDUSTRY, CA91716-0080- TEL: 6261968-56e6 • FAX: 6261369-2695. 6600408263 9 2008 KIM LIGHTING INC- • P.O. SOX 60080. CITY OF iNOUSTRY, CA 91716-0080 • TEL: 626!968.5666 . FAX:626r-49-2M 5600408263 - A AR The Archetype' I -10M LIGHTING revision 9/19/08 • art df Type: Al Approvals: Job: Martha Jefferson Outpatient Care Center Catalog nlumber: 1A I AR4 /400PMH2771 DB 1 1 Mag RaNre Elzcai-1 MMIle f..W h Options Opticr:ai ( - IS:pages 3-t Ven cat ice oayce ihprinrr nicunl Date• �e page4 • SeK,t pole fronn Kim Pole Catalog. If pole is provided by others indicate O.D. for arm fitting. Page: 1 Or 5 Specifications 150 to 400 waatt Mogul Base Lamps Maximum Fixture weight (400HPS) = 45 th ��h I s �- 22%z -r 6 4444JJJJtt i i i-2' 16' Arm Cr06S•Sectiom L Housing: One-piece die-cast, low copper (<0.6% Cu) aluminum alloy with integral cooling ribs over the optical chamber and eiectricai compartment. Solid barrier wall separates optical and electrical compartment. Double -thick wall .with gussets on the support•arm mounting end. Housing forms a half cylinder with 55° front face plane providing a recess to allow a flush single -latch detail. All hardware is stainless steel or electro -zinc plated steel. Lens Frame: One-piece die-cast, low_ copper (<0.6% Cu) aluminum alloy lens frame with 1" minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum cam -latch provides positive locking and sealing of the optical icai chemb r b/ a one-piece extruded and vulcanized silicone gasket. Clear 3/a 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 housing as a one-piece module. Reflector module is field rotatable in 901 increments. HPS and PMH sockets are porcelain 4KV pulse rated mogul base with molded silicone lamp stabilizer. All reflector modules are factory prewired with quick -disconnect plug and include silicone seat at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick disconnect plugs. Electrical module attaches to housing with no -tool # ingest and latches, accessible by opening the lens frame only. All ballasts are high ;ower factor rated -20°F starting. Support Arm: One-piece extruded aluminum with intemai bolt guides and fully radiussed top and bottom. Luminaire-to-pote attachment is by internal draw bolts, and incudes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pale. Optional Well Mounting: Fixture mounted to poured concrete walls only. A modified support arm is provided with side access to allow field splices within the arm. 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 thermoset polyester powder coat paint 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light.Gray, Stealth Cray*, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, I state and/or local electrical codes. Failure to do so may result in serious personal injury. Lfstin s and Ratio s L cUL 15981 1 CE IP66 R tedI 25C Ambient - uHHEtt;';� - 'Suitable for wet locations. ��KIM UG'iiiNG RESERVES iHEn1GHt TO CHAnGE SFECIflCATtON8 Wi7HOUr NOnCE .. 02008 KIM LIGHTING INC. • P.O. BOX 60060. CITY OF INDUSTRY, CA91716-IA80 • TEL:626/968-5"066 • FAX: 626(369-2695 :600408263 AR 7p;+M LIGHTING The Archetype' LIGHTING revision 9119/08 • ar.pdi Type: Al Job: Marthla Jefferson Outpatient Care Center Page: 2 of 5 Standard Fwatvres Mounting Plan View: 9 Wall Mount 3Y confguration is available j�� HE 01-01 for round poles only. EPA: 1.2 2.4 2.0 3.2 3.2 3.9 n/a Cat. NO.: 01A 0213 02L 03T 03Y 04C 01W Fixture Cat. No. designates fixture I� and light distribution. FIaE Lens i / See the Kim1 Site/Roadway I ibht Distribution: Type I Type 11 Type III Type IV TypeV Optical Systems Catalog for ForAerd7brow Square detailed in'formatfan on Full Cutoff Full Cutoff Full Cutoff full Cutoff Full Cutoff reflector design and 1 R2 AR3 AR4 ❑ARS NO.: DAR DA 0 ration. Cat N ..• application, PP Electrical Miodule Cat. Nos. for Electrical ModuHs available: HPS = Higih Pressure High Pressure Sodium Socilium 0150HPS120 L'-250HP6120 C1400HPS120 PMH = Pulse Start 0160HPS208 0250HPS208 0400HPS208 Metal Halide 0150HPS240 0250HPS240 C3400HPS240 ❑ 160HPS277 Ci 250HPS277 0400HPS277 0150HPS347 ❑250HP$347 0400HPS347 0150HPS480 0250HP8480 0400HPS480 Lam 1 E-23'h,.Ciear E-18, Clear Socket I Mo uI Base IMogul Base E-18, Clear mogul Base . ANSi Ballast I S-55 S-50 S-51 Pulse Start Metol Halide Lamp Lamp Line 0250PMM20 ❑320PMH120 035OPMH120 040OPMH120 Watts 1ype Volts 025OPMFI2O8 0320PMH2O8 035OPMH2O8 040OPMH208 HPS 277 025OPMH240 0320PMH240 Q35OPMH240 ❑40OPMH240 400 0250PMH277 11320PMH277 035OPMH277 1 V40OPMH277 025OPMH347 032OPMH347 035OPMH347 �040OPMH347 025OPMH480 0320PMH480 035OPMH480 040OPMH480 Lamp ED -28, Clear BT -28, Clear BT -28, Clear ED -28, Clear Socket Mosul Base Mogul Base Mogul Base Mo ul Base ANSI Ballast M-138 j M-132 M154, M-131, M171 M-135 IorM170 NOTE: rue to the Energy Independence and SecaritvAct (EISA) of 2007, Kim Lighting rut no longer supply probe start metal halide ballasts with its lumvalres, efEed'veJanuary 1, 2009. Contact Kim Lighting far availability of replacement ballasts for wwranty service claims. ,Visit wsvxaboutligh9ngcontrats.ag a the Library of Congress website for more derails). Finish Color. Blade Dark Bronze Light Gray Stealth Gray° Platinum Silver Whire Custom Color' Super TGIC powder Cat.No-:DBL VDB C1 LG ❑SG OPS OWH OCC coat paint ower a titanated ,Custom colors subject to additional charges, minimum quantities and extended lead times. zirconium conversion coating. I Conwit representative. Custom color description: 02008 KIM LIGBHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA91716-0D80 • TEL: 6261968.5660 • FAX; 625,%9.2695 5600408263 Design Services For The U tit Environment Atlanta Birmingham Charlotte Dinalnuati Columbus Dallas Fort Lauderdale Jackson Jacksonville Xnoxvlllo Louisville Memphis Nashville Rlahm and Tam ps G R E S H A M SMITH AND PA RT N ER S ti s t l it 1 l 1 t i'': i It REVISION loo.- Deft — Uvislon LIGHTING CD1J 1 SHE WAIML3311 Wes[ Broad Street � Richmond: VA 23230 phone: 804.35:i.2067 Adak tax: 804.355.2114 Dallas i iouaon = iNashviiie . Miami . Richmond Austin a Denver Phoenix a NJashin Fon D.C. X1143 712 ------------ ��i�•l�1Y'4't2y9�� U� fir- =A fico g 1'l /0B ;t 143M LIGHTING T;Ipe: SL Job: Martha Jefferson Outpatient Care Center Optional Features Sill Site Lightforins revision 2/25/09 + sl1-.pdf Page: 3 of 3 Al IaM LIGHTING Type: SL ,lob: Martha Jefferson Outpatient Care Center Catalog number: 3L1 170PMH120 1 DB i ra;u,e E?earcai Mcde:le Fnish Options kc parte 3 SLI Site Lightforms revision 2125/09 • sll.pef Approvals: i Date: Page: I of 3 Head: One-piece cast, low -copper (<0.6% Cu) alluminum, '.VZ vali thickness with external reveal unifying hegad and shat - Attachment to shaft is by four bolts concealed withirn the head. Shaft: One piece extruded. aluminum with intermal tracks £or attaching head and base. Base: One-piece cast, low -capper (<0.69/o Cu) alumlinum secured to shaft by four concealed stainless steel bolts. - Reflector and Socket: Formed specular A`szaKe rcefiector panels secured to a harness which holds a porcelain /medium base 4KV socket (HID and incandescent), GX24q - Umiversai Socket t42W Fluorescent), or two single -ended twin tube sockets (13W Flucrescent). No reflector provided for LED, Lens: Clea: flat `'/a thick tempered glass retained bly two sia-inle55 steel brackets, and four stainless -steel, hex sockeet cap screws, fully gasketed. Ballast: Factory mounted to rigid hamess suspended from fixture head within the shaft. Wire leads supplied to base. HID: High power factor with starting temperatures of -20°F. for PMH and -40°F. for HPS lamp modes. 13W Fluorescent: .120V 32'E starting; 277V WE starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. LED Optical System: A total of 9 LED emitters configured in a rectangular array comprised together as a module, Two (2) modules for 3OW version and four (4) modules for 6OW version. Available in "Halogen White" (approx. 3500K). Emitters are directly, attached to the electronic driver, LED Driver Constant current electronic driver. RWed for 30 or 60 watts. Available in 120V or 277V input -40°F. starting temperature, All drivers are Underwriters Laboratoriies recognized Anchor Bolts: Four %a x 10'+2' zinc plated L -hooks complete 4�1 IGM LIGHTING Type. Job: Martha Jefferson Outpatient Care Center Standard and Optional Features KRS Round Steel Non -Tapered Pole revisioIt 10/8108 • krs.pdf Page: 3 of 4 Finish Cola: Black DA Bronze Light Cry Stealth CmyT Flailnum Siler ecifications Super TGIC powder coat Taxtured glass Lens i;niqque textured �? is glare and improves visual ass reduces LED Eover an iron phosphate CAUTION: Winds sand listed EPAs are for round � g Cat. No. i7TG comfort Model SLI 1 -1 extended lead times. 0 No Option Consult representative. Custom color description: 50 to 70 wait HID (Full base cover is standard.) Four cast aluminum anchor bolt covers finished to match - Cat. No. ❑ BC4 Medium Base Lamps 9e Emergency Battery tnternaf battery pack provides 90 minutes of supplemental light 42 watt Compact Fluorescent ❑ No Option Back-up at 750 lamp lumens on 42 watt compact fluorescent lamps only, 30 or 60 watt LED Birmingham Cat. No.. ❑ EM battery back-up High P.essure Sodium the wind ratings. ❑ No Option covers available (see page 3). SLI oharioiR SZ70PMH120 i Pole Cap:Aflush-sided castafuminumpole cap Maximum weight: 37 Ib adjacent structures, or other speck local conditions that I is provided for side arm mounted luminaires. A 8' 8 %a" j2vl?mmrb:rm)� j 1%35 mn1 j j - - 'Custom colors subject to additional charges, minimum quantities and extended lead times. 1 g O4.a mm7 \ twin mounted luminaires (NS only), f ongAAASI A4ATO Standard,for ❑SOPMH240 (( 42" 131 37W X cover and ground lug. 2' x 4' handhole ❑ SOPMH277 ❑ 70PMH277 ncas.emm.l rovided on poles up to 16'. Reinforced 3"x 6' LIGHT oENrER Is i - ED -17, Coated Dallas j Anchor Bolts: Four fully galvanized anchor bolts HBGHT Transportation Officials: i provided (ASTM -36, 36,CO0 PSI min. yield), complete with eight galvanized nuts, eight Medium Base � u ®�, is Lauderdale 3-93 galvanized flamashers, and a pre%wood template- 444 N.. -Capitol street. NW, AN-98 SI Ballast M f-Handhole Strength: Poles wilt withstand wind loads as 5 62 Jackson 1 listed in chart (see page 2) when luminaires are 8.02 6.86 / '36' OVERALL HEIGHT - - - Base Cover Finish: Super TGIC thermoset polyester powder Compact Fluorescent - i coat paint 2.5 mil nominal thickness. 5 stage steel pretreatment to include phosphoric acid etch, AMNLABLE- CONTACT Knoxville tollo�•red by iron phaphate bath and chromate C313PL1201 ❑ 42PL' 18 3_ sealer for corrosion resistance. Standard colors are Black, Dark Bronze, Light Gray, Stealth Cray"', 90 140 KIM RZMEBENTATiVE 4,88 Platinum Silver, and 14hite. Custom colors are 013 1 SLI Site Lightforms revision 2125/09 • sll.pef Approvals: i Date: Page: I of 3 Head: One-piece cast, low -copper (<0.6% Cu) alluminum, '.VZ vali thickness with external reveal unifying hegad and shat - Attachment to shaft is by four bolts concealed withirn the head. Shaft: One piece extruded. aluminum with intermal tracks £or attaching head and base. Base: One-piece cast, low -capper (<0.69/o Cu) alumlinum secured to shaft by four concealed stainless steel bolts. - Reflector and Socket: Formed specular A`szaKe rcefiector panels secured to a harness which holds a porcelain /medium base 4KV socket (HID and incandescent), GX24q - Umiversai Socket t42W Fluorescent), or two single -ended twin tube sockets (13W Flucrescent). No reflector provided for LED, Lens: Clea: flat `'/a thick tempered glass retained bly two sia-inle55 steel brackets, and four stainless -steel, hex sockeet cap screws, fully gasketed. Ballast: Factory mounted to rigid hamess suspended from fixture head within the shaft. Wire leads supplied to base. HID: High power factor with starting temperatures of -20°F. for PMH and -40°F. for HPS lamp modes. 13W Fluorescent: .120V 32'E starting; 277V WE starting. 26W, 32W, 42W Fluorescent: High power factor with starting temperature of 0°F. LED Optical System: A total of 9 LED emitters configured in a rectangular array comprised together as a module, Two (2) modules for 3OW version and four (4) modules for 6OW version. Available in "Halogen White" (approx. 3500K). Emitters are directly, attached to the electronic driver, LED Driver Constant current electronic driver. RWed for 30 or 60 watts. Available in 120V or 277V input -40°F. starting temperature, All drivers are Underwriters Laboratoriies recognized Anchor Bolts: Four %a x 10'+2' zinc plated L -hooks complete 4�1 IGM LIGHTING Type. Job: Martha Jefferson Outpatient Care Center Standard and Optional Features KRS Round Steel Non -Tapered Pole revisioIt 10/8108 • krs.pdf Page: 3 of 4 Finish Cola: Black DA Bronze Light Cry Stealth CmyT Flailnum Siler Yvhile Custom Color' Super TGIC powder coat Cat. No-: OSL Z DB ❑ LG ❑ SG Ops OIJ1H 0 CC Eover an iron phosphate CAUTION: Winds sand listed EPAs are for round � g 130 bath, chromate sealed meta! Custom color subject to additional charges, minimum quantities and extended lead times. pretreatment. Consult representative. Custom color description: Optional Anchor Bolt Covers (Full base cover is standard.) Four cast aluminum anchor bolt covers finished to match ---------I Cat. No. ❑ BC4 pole, fastened to base with stainless steel screws. 9e O BCS 4' pole Boit Covers (BC4) bodies of water oro n [and. Areas to extreme wind conditions, such as ❑ No Option 5' pole Bolt Covers (BCS) ; Optional Duplex Mounted opposite the handhole, at 221/2' from base of pole, in a cast aluminum box that Receptacle is internally welded and sealed with a gasketed self-closing cover and locking bracket. Cat. No. O DR Duplex Receptacle (DR) rated 20A., 125V. ❑ DR -GFT Duplex Receptacle with Ground Fault Circuit Interrupter (DR-GFI) rated 20A, 125V. 0 No Option 11 IM, LIGHTING KRS GRound Slee! Non -Tapered Pole revision 10/8/08 • krs.pdf 11 1 Type:: Approvals: Job.• Martha Jefferson Outpatient Care Center Cataliog number: K S2;5.5120 1A / ;DB I i }��l�n �i�l�$8� ,tore '•tnmi,:,g >Inxl�:ori f:nlzti OakvlArcix:` - opptw4iD aec a1YIr he 9i■l7r inxim,: cv,Y.s 8ccr,Nace 1 1 Optica JI i Date: Page: 1 of 4 Environment Specifications lam, Conduit Openinggi Pressw7oodTill, Template Base Cover? Pian View v Q��45' Iilp Longittudinai eferemce line. Boit Circle Orient parallel Diameter to Curb) or walkway. Levelirng Nut -Base Cover and Washer Anchor Bolt Protection BASE PLAN with leveling nuts, washers, couplings, rigid !pressed board SLI template and black stainless steel bolts. if-- 8` ----ii Base Detail Finish: Super TGiC thermoset polyester power coat paint, a 25 mil nominal thickness, applied over a titanaTted zirconiumGrout must be packed - - - conversion coating; 2500 hour salt spray test encdurance rating. ° q Light Gra 1"` d ' under pole base to insure Standard colors are Black, Dark Bronze, GraK'Stealth full contact With footing mm1 Platinum Silver, or White. Custom colors are availaible. and prevent loosening of Concnete CAUTION: Fixtures must be grounded in acccordance with footing to be ledeiing nuts. 8%z 00LTCIKLEDIA national, state and/or local electrical codes. Failure to do so may designed by Provide a channel through zs1�r result in serious personal injury. others. the grout for drainage Listings and Ratings from the pole interior. LIL Wt. 15981 25C Ambient IP 46 Rated CE FCO = (Pull) Cut CfP _ 'Suitable for wet locations. NVH6 - 'Dark Sky Legislation Compliant - 'i+iiameu . iwnr•�c.x.G KRA LIGHTING RESERVES THE RIGHT TOCHANG-c SPECIFICATIONS WITHOUT NOTICE. i,t WYYwG.'rt cb 2009 KIM LIGHTING INC. • P.o. BOX 60080, CrrY OF INDUSTRY, CA 91716-0oso • TEL- 6261968-6666, FAX: 626f369-2695 SBi 1109056 - - .® 2008 KIM LIGHTING INC. • RO. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL• 6261968.5666 • FAX: 62UU9-2695 - 5611108275 © 2008 KIM LIGHTING INC. • Pei. BOX 60080. CITY OF INDUSTRY, CA 917160080 • TEL: 6261968,5666 r FAX: 62&3G9-2153 5604708262 - - 02008 KOM LfGHTTNG INC. • P.O. BOX 60080 CITY OF INDUSiR` SLI / KRS Site Lightforms-Tapered Pole MM LIGHTING revision 2125/09 • sit.pdt HIM LIGHTING revision 10/8/08 • krs.pdf 1GM LIGHTING Type: SL Job: Martha Jefferson Outpatient Care Center Page:.2 of 3 Type: Type: Job: Martha Jefferson Outpatient Care Center Page: 4 of 4 Job; Martha Jefferson Outpatient Care Center NOTE: All flowable pole and fixture EPAs are derived from the AASHTO standard Standard Features Standard Features Rsponsib'ylies with the specifierfor correct pole selection based onlocal codes and stanc'ard9 "r Ie lob location. (See page 4). loo X130 P i Allowable Pole EPA Wind=flap Electrical Module PMH = Pulse Start Metal Halide HPS = High Pressure Sodium INC = Incandescent PL = Compact Fluorescent LED = Light Emitting Diodes Lamp Lamp Line. Watts Type Volts 50 PMH 277 �. Post lop Pole Construction: One-piece non-tapered w carbon steel ASTM -A500 round shaft of to i • HH has an 105 mph win ve OLIry. • Puerto Rico has a 125 mph wind veT ociry specific application, Mounting Grade 8, 42,01`00 PSI min. yield) with one •Caution must be exercised in determining wind velocities in CAUTION: Winds sand listed EPAs are for round � g 130 flush -welded vertical seam. Shaft is welded to wind areas such as: mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and -- a flat steel anchor base (ASTM -36, 36,000 PSI Cat. Nos, for Electrical Modules Atlanta ---------I min. yield). Areas surrounding the Great Lakes or large g U 9e Side Arm Base Cover: Base has a two-piece cast bodies of water oro n [and. Areas to extreme wind conditions, such as +Extreme wind Events: Hurricanes, Typhoons, Cyclones, or flying debris, Mounting � aluminum full cover of 319 alloy, secured 'oy subject hurricanes, typhoons, cyclones, and tornadoes. Birmingham Pulse Stametal Halide n stainless steel screws. Optional anchor be(t High P.essure Sodium the wind ratings. 5.37 covers available (see page 3). United States and Canada oharioiR SZ70PMH120 i Pole Cap:Aflush-sided castafuminumpole cap 070HPS120 adjacent structures, or other speck local conditions that I is provided for side arm mounted luminaires. A Toobtainmore information ❑ 5OPMH2O8 j rounded cast aluminum pole cap is provided for 'Custom colors subject to additional charges, minimum quantities and extended lead times. 1 g Cincinnati \ twin mounted luminaires (NS only), f ongAAASI A4ATO Standard,for ❑SOPMH240 (( Handhole: 18' up from base, with a Basketed 131 + Columbus X cover and ground lug. 2' x 4' handhole ❑ SOPMH277 ❑ 70PMH277 -Y See chart rovided on poles up to 16'. Reinforced 3"x 6' 5,70 Is on page 2, i €handhole provided on poles 20'.and tatter. ED -17, Coated Dallas j Anchor Bolts: Four fully galvanized anchor bolts o Transportation Officials: i provided (ASTM -36, 36,CO0 PSI min. yield), complete with eight galvanized nuts, eight Medium Base � u ®�, is Lauderdale 3-93 galvanized flamashers, and a pre%wood template- 444 N.. -Capitol street. NW, AN-98 SI Ballast M f-Handhole Strength: Poles wilt withstand wind loads as 5 62 Jackson 1 listed in chart (see page 2) when luminaires are 8.02 6.86 / mounted per fixture installation instructions. VKFiS25.6120 25' �aaksOnYiiii Base Cover Finish: Super TGIC thermoset polyester powder Compact Fluorescent - i coat paint 2.5 mil nominal thickness. 5 stage steel pretreatment to include phosphoric acid etch, 1-87 Knoxville tollo�•red by iron phaphate bath and chromate C313PL1201 ❑ 42PL' 18 3_ sealer for corrosion resistance. Standard colors are Black, Dark Bronze, Light Gray, Stealth Cray"', 90 140 Louisville 4,88 Platinum Silver, and 14hite. Custom colors are 013 1 ❑ KRS30-5180 30' available. t110120� Memphis Lamp CAUTION: Installation of poles without Coated Coated 2.18 luminaire(s) will compromise pole strength. Any Nashville accessories attached to pole, or other (2) Twin Tubes Triple Tubes modifications will compromise pole strength and Socket MY result in pole failure. GX23-2 R is h m o n d Maintenance: A regularly scheduled -The Wind Map is intended only as a general guide. Always maintenance program must be established to EBase Cover 1 Tam ps Bolt Circle DiA insure the protective paint coating is intact, LED Base Cover Size Conduit Opening corrosion or structural damage has not d i velocities, gusting and unique wind conditions for each occurred, and anchor bolt nuts are tight. do lead 33/e 140 Failure to so could to pole collapse and serious personal injury. G R E S H A M 491716-0080 •TEL: 6261968.5666 • FAX:626Y369-2695 56647662-82 S -M I T H A N D 19. 4° 5' 7' 8/d' P A R T N E R S KRS Round Steel Non -Tapered Pole revision 10/8/08 • krs,pdi Page: 2 of 4 Cat. No. SLI Site Lightforms j 0 30LED120 ❑ 60LED120 • HH has an 105 mph win ve OLIry. • Puerto Rico has a 125 mph wind veT ociry specific application, S es C7 30LED277 ❑ fi0LED277 •Caution must be exercised in determining wind velocities in CAUTION: Winds sand listed EPAs are for round � g 130 Lamp.LED LEDspecial wind areas such as: mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and 0 KRS10-4120 i'v Socket WA NIA Cat. Nos, for Electrical Modules available: NOTE: For lamp ballast 11.53 Areas surrounding the Great Lakes or large g U 9e t 130 ///lint Map 'Two lamps required per fixture, bodies of water oro n [and. Areas to extreme wind conditions, such as +Extreme wind Events: Hurricanes, Typhoons, Cyclones, or flying debris, U.S.A: and Canada, please consult your . local Kim , 42PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50.60 Hz). subject hurricanes, typhoons, cyclones, and tornadoes. 90 Pulse Stametal Halide n NOTE: Coated lamps are recommended: High P.essure Sodium the wind ratings. 5.37 - United States and Canada 050PMH120 SZ70PMH120 i 050HPS120 070HPS120 adjacent structures, or other speck local conditions that co rosion, or tack of maintenance, shalt wiihstand.steady powder coat p Toobtainmore information ❑ 5OPMH2O8 11170PMH208 pain .over ,a, 'Custom colors subject to additional charges, minimum quantities and extended lead times. 1 g records. \ aversion zirconium conversion coating. f ongAAASI A4ATO Standard,for ❑SOPMH240 ❑70PMH240 1.65 131 al to or greater than fixture EPA. Responsibility lies with \ g ;. ❑ SOPMH277 ❑ 70PMH277 ❑ 50HP8277 ❑ 70HPS277140 5,70 Is America Association of State Highway and Lam ED -17, Coated ED -17, Coated ED -17, Coated ED -17, Coated 5'x it ga. o Transportation Officials: Socket Medium Base Medium Base Medium Base Medium Basle 3-93 444 N.. -Capitol street. NW, AN-98 SI Ballast M M-96 5-68 5 62 16.94 13-71 1131 Suite 249 150 140 Washington, DC 20001 8.02 6.86 VKFiS25.6120 25' 5'x riga- 140 (202) 62'4-5800 Incandescent Compact Fluorescent - . - - - -- - I 1z Specialnd.Reg an (Ca suu Lcca Au ho ices) 1-87 www.aashto.arg 0 60€NC120 C313PL1201 ❑ 42PL' 12.44 11.03 3,77 90 140 1 4,88 4.10 013 1 ❑ KRS30-5180 30' 5'x 7 ga. t110120� 1W Lamp T-10 Coated Coated 2.18 Handhole Inside Frost (2) Twin Tubes Triple Tubes Socket - GX23-2 GX24q-4 NOTES: +Values are based on 50 year mean recurrence interval 30' -The Wind Map is intended only as a general guide. Always EBase Cover 1 aboveg rade. Bolt Circle DiA consult local authorities to determine maximum wind LED Base Cover Size Conduit Opening d i velocities, gusting and unique wind conditions for each l j 0 30LED120 ❑ 60LED120 • HH has an 105 mph win ve OLIry. • Puerto Rico has a 125 mph wind veT ociry specific application, 85 C7 30LED277 ❑ fi0LED277 •Caution must be exercised in determining wind velocities in CAUTION: Winds sand listed EPAs are for round � g 130 Lamp.LED LEDspecial wind areas such as: mounted installations. Poles mounted on structures (such as bridges and buildings) must consider vibration and 0 KRS10-4120 i'v Socket WA NIA Mountainous Regions coe icient of height factors beyond this genera( guide - NOTE: For lamp ballast 11.53 Areas surrounding the Great Lakes or large g U Consult AASHTO standards. information outside of the 'Two lamps required per fixture, bodies of water oro n [and. Areas to extreme wind conditions, such as +Extreme wind Events: Hurricanes, Typhoons, Cyclones, or flying debris, U.S.A: and Canada, please consult your . local Kim , 42PL operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50.60 Hz). subject hurricanes, typhoons, cyclones, and tornadoes. Tornadoes expose poles to wind shear, and P p Y g other un redictabfe aerodynamic forces net indicated by -velocity representative. NOTE: Coated lamps are recommended: Areas adjacent to airports. the wind ratings. 5.37 X An specific area with a known or suspected abnormally high intermittent wind condition caused by geography, • Pole Strength Limited Warranty: Standard, unmodified Kim fighting Poles installed as recommended, undamaged byy Color. Black Dark Bronze tight Gray Stealth Gray* Platinum Silver `white Custom Color' Finish Finier.TGIC 12.37 10.13 adjacent structures, or other speck local conditions that co rosion, or tack of maintenance, shalt wiihstand.steady powder coat p CaL No.: G BL V X13 O LG O SG OPS ❑ WH OCC may not be recorded in National Weather -Service wind conditions as provided on page 2 (Allowable Pole pain .over ,a, 'Custom colors subject to additional charges, minimum quantities and extended lead times. 1 g records. EPA). installation of poles without luminaires, or attachment aversion zirconium conversion coating. Consult representative. Custom color description: *Allowable pole EPA for jobs'ite wind conditions must be of an unauthorized accessories to ores s all void this p h 1.65 131 al to or greater than fixture EPA. Responsibility lies with wa ran t1/• 0 KRS.2G4180 195' 4 ; ga. alai for correct pole selection based on AASHTO 10,92 9.77 7,46 5,70 wind map and job location. 3.70 2009 KIM LIGHTING INC. • P -O- BOX 60080, CITY OF INDUSTRY, CA 91716A0sO • TEL: 62&568-5666 • FAX: 6261369.2695. - - 6611109056 - - rD 2008 KIM LIGHTING INC. • P.O. BOX 50080. CITY OF INDUSTRY, CA 91716.OG80 •TEL-. 6251966-5666FAX: 62b7369-2695 - 560470$202 T oe Pole Catalog X Number f 85 90 100 110 120 130 Steady wind 140 y 150 0 KRS10-4120 i'v 4' x 11 ga. 21.61 19.07 17,41 14.07 11.53 9.63 8.22 7.09 0 KRSi2.4120 12' 4':• 11 ga. 17.33 15.22 13.&1 11.05 8.94 728 6.26 5.37 X ❑ KRS14.4120 14' Q KR5164120 16' 4' x 11 ga. 4 x 11(,a. 14.18 11.72 12.37 10.13 11.18 8.79 9.09 7.01 6-98 SA2 5.67 4.30 4.78 358 4.06 3.01 ! p 0 KRS20.4120 19.5' 1,'x 11 ga 7.77 6.55 5.75 4,13 2.91 2.10 1.65 131 0 KRS.2G4180 195' 4 ; ga. 12,67 10,92 9.77 7,46 5,70 4-48 3.70 3.09 f Y ❑ KRS205120 195 5'x it ga. 13,57 11.62 I0-35 8.26 6.73 5.56 4.65 3-93 0 KRS205180 193' 5'a 7 ga. 21.60 18.79 16.94 13-71 1131 9.47 8.02 6.86 VKFiS25.6120 25' 5'x riga- 8.46 6.97 6.(60 4.61 3.63 2.88 2.31 1-87 0 KRS255180 25' 5'x 7 ga. 1439 12.44 11.03 3,77 7.12 5.86 4,88 4.10 ❑ KRS30-5180 30' 5'x 7 ga. 9.84 8.12 6.99 537 4,23 336 2.70 2.18 Handhole Anchor Base and Bolt Detail EBase Cover 1 Pole Pole Height Diameter Bolt Circle DiA Anchor Boit Projection Anchor Holts Size Base Cover Size Conduit Opening --T IV6' 4' 7'-81/i 33/e 1/4'x15'+3' 11,YeDIA 3'ow 18' 19. 4° 5' 7' 8/d' 31/e 3/a x30'+4' 11.%0 DIA3'DLA l 195-30 S' ;"/>_"-8'/z 33/i 7A x30'+4' 11,%a 04A 3' ale Flush Post C Side Arm Mounting Mount Top Plan Views: a 0 *- Mounting': OFM OPT ((iAOSA OBOSS OL❑SL OTOST £7YOSY OC❑SC NOTE; Allowable Pole EPA for jobsite wind conditions must be equal to or greater than fixture mount EPA. Please refer to Kim fuminaire catalog for specific 'fixture. 'See luminaire drilling requirements in specific Kim luminaire catalog. Structural Luminaires On4,- Examples ❑ TS:Single Tension for small and large Structural - KRS20-51208-TS ❑ TD:Double Tension for small and large Structural - KRS20-51208-TD ❑ TR:Truss for small and large Structural - KRS20-5120SB-TR ❑XTS:Single Tension for 1000W Structural - KR520-51206-XTS ❑ XTD:Double Tension for 1000W Structural - KRS20-51206-XTD •XTR:Truss for 1000W Structural - KR520-51206-XTR Q2008 KUM LIGHTING INC. - PO, SOX 60080, CITY OF INDUSTRY CA91716-0000 • 1 EL: 62ST966-bbW • FAx: tiltirsti9-GtiyS 5604708282 {:, �1 FMAL �' � i REVISION Ilio.- Do" a flovisioin ;ca a 308079.006_.::,__ LIGHTING C UT S H E L IS '3311 West Broad Street Richmond, VA 23230 niessToitaf phone: m4.355.2067 Fax: 804,354, 2114 ca f: i11as Houston 3 Nashville iN�liarni 9 tact uronci A,usdn , Denver Phoenix ° '.dasilington D.C. ti x 71213 =p-----•- ?1ROJSs'tt2T 120.00 SREENLEE LF SERIES SL i LIMP TYPES: CFL -Triple Tube Compact, T-51-10, 7-8, and U -Bent _ Fiuores ani. , "'I'_'iOUPS' FD281Mt7G-GS-CBI-277................... t WPI-IM-PSMI-1-100-MEL)-FO-277 WI _ BALLAST: Universal electronic ballast is standard. Accommodates { ; Martha Jefferson Outpatient Care Center 1 { Martha Jefferson r CFi 42 F24Si24y • T5HOr'2,000 Lumens current from 120 through 277 volts in either 50 or 60HZ ;or worldwide operation. 0`F Starting. i i I 277 HOUSING: Extruded aluminun with die-cast;uuminum end plates, OL WL 1 277 9 - - Silicone askehn . A E FASTENERS: All 6xpossdfasisnersare stainless sieai, i41HiR 1sops •EL728/m OG CS OPTIONS 131 120 WPNM PSMH 960 MED FA OPTIONS 120 .�. v Y--. �.:' T --_- _-- - LFSSU125'-TSU-8entl4,B00Lumans FAlml tAvreA<_E.'.. Put[tr0a nenp.4s .':�1ALA, iJracE - F[NISH:Eachiixturelsiinshedwtl t5!'sOuraGrip*poiyestmrpowdercoat _. s[�s- �- -- s - finishing prods- The DuraGrip finish withs€ands extreme, weather changes vlrJloilfcracking orpealing, and isguaranteed for Mfull yvears. Standard nuramtais�rorymaje°areuSA SERIES colprs ir.Lyude bronze, biaci4 p;afinen plus, huff, w pie, g. liphita, satin verde SERIES FEATURES .VYPHM S£RIES' LF25S136"-T812,225 Lurnelu green, and metallic Silver. FEATURES MHI0 SERIES > Finned extruded a!uminurhatsink s0c<at HOUSING-20•gange .Ovaralidimensiors: HOUSING- - LAIAPHOLDER:Thernoplasticiamphdldersare rmatchedtolamp - housing dissipates haat for cooleropara WL - - die•€irmadgalyanizad - 17 -3/4 -x7 -1/8"x9-118'- i 14 Heavy-duty die -,cast - _ -type. Adjustable mounting brackets loaf hangers 1av1a' steel paNptaster frame. . /ersaoladasignisavailaWeintwo- '-'�E�, `f`ts -- -- '-" - - optioral). - $HIELDING-Clear / aivmirx!maarlsvucUan. differentlight distribudons. # - REFLECTIVE '- LENS: Lens is outdoor rated, UV resistant, acrylic„ Ballast cover > Easy,aaEss 14-gaugegalvanimil steel te.Tpered glass standard. a LF640 +48" . Dual T5H0/10,000 tureens on CFL models is visible thrown the right side of the lens. sunctian box :vith two snap -an covers. > Fomardthrow distribution isztendard. SURFACES -Anodized g g r 20-gaugodie•formedgatvanitedsteelPar/ '! 0arkbronzuptight nishstanda• - LENS lm Heactar. - - _ - p - - ) t°•` -""j • ELECTRICAL r�nr 0-gau frama.' >- Dark%ron29 finish standard. stack or LENS- Heatand MOUNT: Either DeJbie Arm MOuni or Yoke Mounti is available. . Self•fiangediow•irdascantalurninum u• ELECTRONIC whitatinishavailabtetFOenly). - TOPv1LW impacttasistant Mounting armsare die cast alumirtumtvithinte¢dockingteath, rellectoravaifxblainassortedaolors. > NlytasketedforwetlocaWns. - - Ishower with 0 Optional tem Bred lass. - DIMENSIONS - a _ PAN S12F,17'x23' BALLAST -Rated p p g 75 and hav0112'N. SM threads. > Clear semi -s ecu ar accert cone and clear +Providesfi:uwtaff(forward j'1: -ow UpiDbwt;Ught) 1_._._ - ,37' Maximum - p CEILINGCUT OUT: 10.5j8'dia. DIF minimum staning distributionatltyl.' - - 111mm 6atefft - tampered glasssh'aldstandard. _ G OPTICS/AiMING:Specular aluminum reflector is standstill. Maximum CUT OUFw7SCA: t3-3/4'dia• temperattre. ELECTRICAL 1 -�1 4.17" back tilt is 75' for either arm or yoke mount, MAGNETIC _ LAMP OPTIONS (Musts act) 1 1D6mm ftlruatinsetdret� - BALLAST -Rated _ PULSES TART METAL HALIDE HIGH PRESSURE - Prewiradatfactay'or 1 , 1 WIRING: reroute Is pre-Mred with 18 -gauge 20TC rated kvire. ;Vire leads LAMP OPTIONS fMustsaecif k -20°F minimamstarti;,a TYPE WATTS LAMP BASE LAMP WATTS LAMP BASE easy field installation. 06 t extend from mounting arm On units with AM mount Oartdoor rated, ELECTRONIC BALLAST MAGNETIC BALLAST temparehue. . PSi1H-Rated-20`f 32`O`e - .1.75^ - 3(8' Flexible black 3/B' flexible conduit is standard on yoke mounted ficods. WATTAGE LAMP BASE BALLAST WATTAGE LAMP BASE BALLAST PSMH 70. MED HPS 70 MED 112-1 ta3a 44mm. ,2814(4X) Seaffi ht Conduit PSMH 100 - MED- NPS 100 MED. minimum Starling - 72-14 HPS - 9 , t00PS E9287M0G E81 !OOPS ED28(MOG MRI Rewired at - - O EXTRA VALUE FEATURES 55oPS E0281h103' EBS Prewired et factory for PSidH - 150 - MED HIPS 150 MED - -- -. HPB-Bated-40°F' � � - � YOKEMOUNt UnivorsalElectronic Ballast easy field min;mvmstarHrtO r mform Distribution - - DISTRIBUTION (Musrtspec ) temperature. ?5 Small, Unobtrusive profile: ' TO Forward Throw DistributionfStandardl - - Manmum EDS tokdustandAim. REFLECTOR UID U /Downli ht(Dark brume finish aN - 3.43' Backtllt Y 1 i 7m A REFLECTOR FINISH (Mastrecii) 99 law-)ridescent FINISH y �L ars CS ClearSemi-S acuiar(Standard SG _ Satin•Btaw aruminum.Clearsami- - OPTIONS - - Powdercoated an heavy- - - ji98mm I" CG Chom a ne Ge!d - SYR Straw spacplar(CS)frish IssloSF Single Face 1120Vor277Vonly, OF Daub to Fuset208Vor240Vonly, Y 70" - - - WT Wheat standard, Salt -flanged dot die-wst heusin;. I 1 - GD volt stummum Sdf-ffar j musts Yalta al mustspecifyvdta e) Back bra weImish - - !8mm. PW Pewter prevents light leaks. BILK Black FmishiRAL#900411FDonly) WIRT While Finish (RAL i90031tFDon11 standard, Black or white B ttursh available IF{) aniy). 7.87' . VOLTAGE(Must s ci ) 24moo 112.14HPsta OPTIONS 120 12072A8 2067 - _ - - ARM MOUNT t7x) _AC - . _ .. Accent MB Cona (Clear semispecularstardard,-,--,, .. ....- 240 240Y 277 277V - - gwilargerss [imial, must bo soecitiadl 1AWT Mono white Trim - - _ SH BarH�raars'21 OV - 120V.2G8V.240V,and271V MOUMTING F F 120Vand 277Vcn11 - ORS Automatic Standby Uphti - i MOUNTING Wall mounts direedy -, over a V ataximum recessed outlet It= - - s�A+1a•aC - - Gasketed far weat'tertight ,q, - _ �L performance. Includes an - ((��,�•J}} tE easy -hang wall mounting tt -2-yvac Plate with lt7tl'gfal [eve!. BACKVIEW BOLT CIRCLE WATTERNDETAIL - - - - - use C731AC C73 Glass Uns with Accent Cone RETRO _ RettcfitMcuntirgFanAssembly (Remote Bal last line gratio only), SeaN7illiams _ _____ __ _0_owniirhtin lrfctmatioafocsoscitica)ians.f-- - - 073IMS C73 Gla ss Le ns with Micro -Baffle SCA_' Slcpad Ceil g Adaptor (Specify degree 120 �....-. -_-__ _ in 5' ion rements,103w. SGA in ore as as fixture .49 .41 ,0 .- - - - heinhtConsultfactory for delails.l i - - --------------- FF/AC---- F!acfresnelLenswithAccentCone----- _Ybka.Mount Reflector . ./4 .44 .43 - FF1MB fiat Fresnel Lens with Mlini afUe ` VOLTAGE (Must specifyf t - 120V 208 206VWGIcr11 .39 .33 .36 - - .70 .70 .50 .'A _ 0 .W 33 .49 .41 ,0 ..,.._........ NO 277"""' onFl ..._..•..... ........ ..-.__...277......_.. ,.2717 ............. _......_....__...- . . _ .......... ............ _, . . ./4 .44 .43 _ .45 .4') A2 .42 .43 .39 3 ,41 .39 ,43 .40 33 .39 .33 .36 ooWllliams--'- I _ -- 0227N9 . alle{I �i_iamS'-'�WarMunt ... PNjed Name .37 .35 .34 ! flit71t87yp0 1 - H. E. Williams, Inc- • Carthage, Missouri. www.hewi More s.cam+417.358.4065+Fax; Jr.1e7"a2N9 417-358-6015 6ecass&;r3A oa xTivo ?a7e3A H,}.Williams,Inc.+Carthage,Missouri+ www.hewillrams-cam+417-358-4065NFax:417-358-6015- WaMInM�nnt _ - - C2009 .33 .31 .V - .35 •31 20 - a 24 .2A .21 .33 .11 21 Febunry24,20M 01171001 Ii. -N0 ',ap 25A - LslfxousrRlESINc. Calainge a 32 2a .25 .31 A .25 - ✓r•+- t - 30 Z6 13 - - 1 335m°,v'39.2" aimingpainL GREEiVLEELFSIER,Es -- Lar9e-2SOOSgF< 0 35PMH347 9o5r-Q9.2' �"L R-4 323902 --'--' . ANSI Ballast M-130 �. "' d - >... ; - -• Example: On a 12' (3.7m) tall wall, the setbaclk and aiming point.height __ ' 130Cmm^57 �' 1 ! f !! - LIGHTING FIXTURE SCHEDULE SITE LUMINAIRE ORDERING INFORMATION are8'(2.4m). 1a00naN51-2' llKgr2,nb Frei 325103 v _ 13C4m+N51,'L" 11K9,24'!b alma 325104 _.._ __.._.. _._.-.. __.__. _. _.i. i PHOTOMETRY. PHOTOMETRY-INFORMATiON Following these guldelines will result in Max I Min Un'uormify ratios YPE DESCRIPTIONa - - - - - - ^•- DESCRIPTION Williams DawnlightingCatalog# M810-150PS402a/M OG. Test Report# 10615.0 PE) - iy?rcaOMERF.7AMPLe (•F 5j4 1) UE BRZ AM GS' Varying Spacing, Setback and AimingPointsmiilaffectunfform;ryand • t/15044CoatedED28 Data Q30/00� � lampiype: M102iMH15p1CN7E028) 2rVEi W.& MUM u,�i0M OE -CW M FXrfD.ItiEE1I I zV�1 1. DWU Qt� MET"� s v illuminance levels. - VAring and wet locations Metal Halide WmpDaanBtY 1 Ratadtamanx 10250. PO TER -COAT, UVSf/113t1IhDPOLYSAtVBONATE un.ertoyeregceihng.. _.. ..... .:..... ...... ........ ............._._. _ .... _.. ._....._.._._....._ ._........_... .__...-.... ._......, 02127/09 - • 10'Dia-Recessed ` - I lam eecesteuHID H.E.tViiliams,Inc. +Carthago, Missouri■www-hawl ltiams.cam•4V•358.41)65•Fax: 411.358.6615 1 . Project Ham# (D 2M - L' t Fixture F1pe 1 .rte' - Aa0433 � o o w x I r e it * 1 N a '.is�uvin�;:'voalrsv:n s-8pci Usra�pe wilk�A wax. luminaire CANDLEPOWEROISTR18Uri0N LAIR 1-F40PL-i.t3=/8SQil - - wPraft� - gala - f tamps . -' aallast Fiatsh - htoaat Optloas • 11' Die. Low VER11CAL AVERAGE #PF 120/277 VOLT WN TE WAM B/11W, OF ISN: STAR71i6 TEIMTURE tridescent5 ocular P ANCLE CANDELA f1• ......m IiAliJ1ST(Sk - fF 24-24 watt Tr71f0 S»5ux3[e U£ -Universal FkCmnk BIZ-BFa1te - � AM -Arm Mount LL -Less Lamp Reflector 0 8588. - VCtTAGE 2TN 39-391vatIT5110 "' 0-000bk 120277 vok 501WHZ BLit -Blast YM - Yalta Muni P0120-120WPlro" • 9.5' Dia. 3.525' S 7106. 735.5 - WTALL 711 WAU. MKIUNT FA-54141IT5110 c U-U&m lamps w4lbe xdh with(11 stamp. PLP -Platinum Plus mill 120811, 2407, 27N PhdacH Deep Low Iridescent P 15 5823. 1539 '. �� WrA' CUM W. MKS. 2M % 55U 35 waftU-Berk t•Ho Single tamp only SVG - sa9n Verde GroanwithCiear-lens--...--...----....- - . - - - 17 -174Th To S-5a;{a - WHF-ftlo, 301- kCch3e.loral Jands089x - 35 2023. 1271.1 ' ' - - - - 3-25XIIT8 - 0-Ravo!a MSV-Mead;S.'mr- trz'xruc - 631. 493.17 . . - - 32-32.tt T1r GPT - Gachix - J35AR1-Alam-,runcran Sox - .45 65 113. 99.4 1� A= FERZTICAL M CAWPY 00'OMi if W. Ol NEAR TOR VER - 16U-i6vratt UBerx TB'- U-Ueenttamps avdiabk with eUP-6uu J-1.513111 -Brass 1:rxtion Box GS-CEite Shield 65 39- 32.8 UsentTat >a Lame enry - 1 75 10. 5012 co• - 126T- 26 Watttipk P.tbe CFL S-TriPie tube Oft miable vr'sn - 85 0. - .3 , v a - L+ - 1•-10p+S-iD26jifOG .. .. 2217-32watttriplehfhaM . S�'nAS Lamp any sg a. 42T- 42 wall triglabibe CR - BALI•AST+,SJc 'siECifbfylCBALiAST LUMEN SUMMARY ZONAL CAVITY COEFFICIENTS VMTAGe2T7V LUMEN COMPARISON CHART ZONE LUMENS "LAMP Y FIXTURE cfFECTNEfiOORCAVITY P,EH-=20 HIE) LA LF SERIES LUMEN PACKAGES MPLUmENS 0.30 4101. 28.8 68.3 0-40 5372. 37.7 39.4 ' 10000 0-60 5964. 41.9 99.3 `- 0-90 6037. 42.2 NOW TOTAL LUM.NNRE: HOCO 0-IeO $037. 42.2 ICAO - - - IES SPACING CRITERIA: ACROSS=,7 DIAG=.5 moo 12 .'co WA[L RCfl .50 30 CFI€1N3[.444 .70 .70 .50 .'A .57 .50 .39 .10 0 .W 33 .49 .41 ,0 .47 .41 .47 I A) AS .47 .46 A6 ./4 .44 .43 2 A4 ,42 .45 .4') A2 .42 .43 .39 3 ,41 .39 ,43 .40 33 .39 .33 .36 4 38 .3a Al .3@ M .37 .35 .34 .33 -.3a ,3, 33 .35 33 .31 5 .34 .`31 37 ,33 31 .33 .31 .V 7 . .32 .26 .35 •31 20 .31 ,29 .177 a 24 .2A .21 .33 .11 21 ,28 .27 25 a 32 2a .25 .31 A .25 .27 .25 .23 10 3o .2a"- .23 30 Z6 13 .25 .23 22 4000 LIGHT CONE GUICKCALCULATOR TABLES ' LUMINANCEDATAMI/mz) }` I 2000 as _ 0 ..t. a s o N a H o w a' a a s S e g M W t 75H0 Lamps 78t,•mps j i` i �'Fwcxaramec7. tx�r t .. .. . LFeun aF .UbkwhH* Mounting Nei htiftl FCaiEdge of Cone FC at Nadir Cane Dia. Feat T.M. Diaabnal 8 67.1 134.2 5.6 4.0 le 12.9 85.9 7.0 5.0 12 29.8 $9.6 8A 6.0 14 2L9 43.8 9.8 1.0 16 16.8 33.5 11.2 8.0 1a 13.3 265 - 12.6 1 -9A 20 10.7 21.5 14.0 -10,0 VERTICAL HDRZANGLE: ANGLE - 0 - - 45 19544. - 55 4190- 65 1688. - 75 801. 1 85 0. MNOMUM BRIGHTNESS NOT MEASURED - - SETBACK AND SPACING GUIDE - GUIDELINES FOR ILLUMINATING SIGNS AND WALLS WITH LF - - Type: UL FIXTURE QUANTITY-ESTIMATORTABLE COLOR CONVERSION FACTORS - _ SERIES FL00011GNTS. _. - - .. REFLECTANCE:Ceiling =60%. W42=63%.Floor- 20%. ( - i- 1.s:a - - Fief 321901 •Selectanaiming point two-thirds of Me way up the verticat surface. 63:_127' LIGHT LOSS FACTOR: 1.0 Champalne=x.96 i y ,- - !;g �' - - �installLFS,-68sflwdsatasetback ouattothe height ofthe aiming - - - RaomSiitxr 'Ceiiin 60fc L75fo tlWte Micro•3afft9=x.60 -" - •� - - - point. 5.5K 1211 9x Smatl•9GOSgFt' B 13 17 Gold =x.93 -r �£ u os- :`w= Tilt LF Seres floods up at a 45' angle and Ghent them toward the 5_5K9/12% fJ.edium•i6005gft f4 '21 - 28 Whaat=x.88 - I . ;,,'�•-. +->;. a ;.. 335m°,v'39.2" aimingpainL '------------•--- -- Lar9e-2SOOSgF< 0 35PMH347 9o5r-Q9.2' �"L R-4 323902 325161 2 x4aW PL -L . ANSI Ballast M-130 �. "' d - >... ; - -• Example: On a 12' (3.7m) tall wall, the setbaclk and aiming point.height Finish 130Cmm^57 �' 11Kg/2:tb �,� rs'�'• •-R �M k,.-•_.,• �., � are8'(2.4m). 1a00naN51-2' llKgr2,nb Frei 325103 ,. � 13C4m+N51,'L" 11K9,24'!b alma 325104 _.._ __.._.. _._.-.. __.__. _. _.i. i R�� zss a - z .h Following these guldelines will result in Max I Min Un'uormify ratios LA$ELS Me, Vev'L s,vaf - ^•- of 10:1 or better and Average to Min Uniformitity ratios of 5:1 or better. UL/CUL Listed for zse Varying Spacing, Setback and AimingPointsmiilaffectunfform;ryand throughbranchcucuit ' s v illuminance levels. - VAring and wet locations un.ertoyeregceihng.. _.. ..... .:..... ...... ........ ............._._. _ .... _.. ._....._.._._....._ ._........_... .__...-.... ._......, 02127/09 - - ` - I lam eecesteuHID H.E.tViiliams,Inc. +Carthago, Missouri■www-hawl ltiams.cam•4V•358.41)65•Fax: 411.358.6615 1 . Project Ham# (D 2M - L' t Fixture F1pe 1 .rte' - Aa0433 � o o w x I r e it * 1 N a '.is�uvin�;:'voalrsv:n s-8pci Usra�pe wilk�A wax. -He^N,p353tr C#:@^0M\t UAINGLISTRJESINC.. Catalog# 1 BIL Z_1\ i 1• - - _ Type: UL ` TYPI (e) Type 14): Wrgghi; Paolo -f y: 32,1961 1x36'33'W P! -L 18tmrv7.s' Remote Mounting Options: 1WmN'is' Fief 321901 GENERAL SPECIFICATION Housing: [Oleca-^,t and enruded ie'N oopper) alurNwm, Front heusUng Nrxres open for access and secvros v!a a WR Wow bohund a cpdnq loaded V.P. Finish: ExNaaor grade, metal2c pander coated pant. Gaskets: CMe piece silicone. Reflector: IA[unvnum, white Polder matad, Diffuser: OW stabiizcd polyarbonate. Ba:last% LLuminaues supplied Min HPF, high ffeSuency aearonfc WMasts for MV -27"7V :AJa0HZ suy?eas- minimum 51anurg Temperalure; 49'C. RtechaninH: t'ounis directly over a s!zrde-d olecUkal notion Doze toy ottors). M -It riq hardwara (by others), Approval WL, CSA1cr at locator, fPe5. SENTINEL CFL AASPECiFY LAMP TYPEILUM!NAIRE HOUSING _ Type: UL Lode_ tamp IyPas: Type (A): Type 14): Wrgghi; Paolo -f y: 32,1961 1x36'33'W P! -L 54irm121,3" Remote Mounting Options: s. t i4yy:b Fief 321901 322701 1x40W P! -L 63:_127' mate: Page. ! of 7 5KGfl2b Fre#322701 1 -' r L -L 322702 .SOV P - ne5mmt27' �. 10 1 , _ 5 2D 3f Fite# 322102 �2 270 t x aOYY PL•L 3 6Z5mr,V27' 0 6725R Remote r4lounting 5.5K 1211 9x > =Js: 322703 322704 2 x 17W Te E3� ✓17• 0 35PMH120 5_5K9/12% Fi'e+" 322704 323901 2x36+39W PL -L Lens: Tempered clear soda lime glass with silicone asket Flush 335m°,v'39.2" cKg/17Xb F -9S 323Gul 323902 2 x 25W Ta 0 35PMH347 9o5r-Q9.2' ai<07,61b R-4 323902 325161 2 x4aW PL -L . ANSI Ballast M-130 t24)c v 51.2' 111<9,24ib Foe. 325101 025102 2 x sew PL -L Finish 130Cmm^57 �' 11Kg/2:tb a=iled 325102 325703 2. MW PI_L 32 cu in.; prewired, two anti -siphon plugs to and from ballast 1a00naN51-2' llKgr2,nb Frei 325103 32 5104 2 x32W Te 135 PMH 120 13C4m+N51,'L" 11K9,24'!b alma 325104 8. SPECIFY FINISH Finiish: Natural Brass (NB) and Verde Greer! Patina (VG), PMH =Pulse Start Ceirtification:ULListedtoU.S.and Canadian safety standards for I-- -Lam WattsiHalide p Me, Vev'L s,vaf Ria rvleW.lobfcnze C. SPECIFY OPTIONS 176 Vada: bar r;.t(:eE mi:1 ftLle{ Ott re e,1 ,m-i.ro>a J5'!TI/•YOYn II. a:MSn �.TN.z$SSm �p,r_1,5pm [CW •LODJt„ �Ztf•YIAY• SPECIFICATION GUiOE To spoo fy a luminaire soleal A) Lamp, a) Rrdsh and C) Options. For euzmple, to spe�cif'y: SenGrrei, 2 X 40W PL -L, mela&c a7rer, vettica: bar. A) Lamp 8) Finish C) Opllats y r y. 325101 Ids VB - 321 www.¢FTACAlCO.<0Y I O SCCt •ETA.CAlCO ix<. 411111.1 Scarabr", 6726 Die -Cast Brass, PAR20 Metal Halide MM LIGHTING revision 2/19109 » 6725.odf Type: UL Fixture Options: Approvals: Job, Martha ;efferson Outpatient Care Cir. 12-oa-2009 COUNTY CGIMENTS (,defed Sepzm ely firm Fixem see pages2-3 Fixture Catalog number: Remote Mounting Options: 67f25D 7 35MH277 7 VG mate: Page. ! of 7 F tun ta�pMWc F a Ordered Se}wacety fr- newt - Sec p z.4-7 Specifications Fixture INFORMATION Housing: Die-cast brass body, lamp incasing and socket V 6725 Direct Mounting enclosure. 0 6725R Remote r4lounting Swivel: Provides horizontal rotation indepeMentcf the threaded mount. Swivel locked by Yo -20 stainless set .-- -rew. + :1st brass Lamp Mode' 0 35PMH120 with locking teeth and Yz solid brass NPT 1 ,punt Lens Frame: Integral die-cast brass lens Ti! � and glare shield, C135PMH2O8 Lens: Tempered clear soda lime glass with silicone asket Flush Li 35PMH240 35PMH277 with iensframe to promote water runoff W, ten positioned upward. s6 Gasketfng: Silicone gaskets used throughout 0 35PMH347 Lam PAR20 Socket Porcelain medium base. Socket Medium Base Wining: No. I SA1'V'1vt rated 105°C• . ANSI Ballast M-130 Balllast: high power factor, long range ignitors, -20`F- starting, mounted on tray, 120 volt standard. Type Ballast Box: High temperature, compression molded featuiag Finish long -fiber fiberglass impregnated heavy wall construction. Wali O NB Natural Brass separates ballast chamber from splice compartuneats, splice area � VG Verde Green Patina 32 cu in.; prewired, two anti -siphon plugs to and from ballast chamber. Conduit entry; hvo 3/a' NPT for through wiring, one 3'z NPT for remote access. 135 PMH 120 Ballast Cover. Cast bronze, supplied with Yz NPSM for direct T =Line Volts mauntr with stainless steel set screw lock. Flat for remote mount I} Lamp Type: Finiish: Natural Brass (NB) and Verde Greer! Patina (VG), PMH =Pulse Start Ceirtification:ULListedtoU.S.and Canadian safety standards for I-- -Lam WattsiHalide p weft Iodations. ' 2 /e 4r✓i 3 /s' 1 ' lifl3 rn+) (320 mmj ly L.O e;mS r_aaz:Tm: d � C7 =1111 ••o'• 1= - Ct Ill tlaT.3,m,3 ;4 . ' -.. - :=7- (1) n=-rn i-, Y2' NPT - '' -... i '- (2) 3k, NPT f - - DIRECT MOUNT REMOTE MOUNT - a"% VOL iausa�u. JBRmourllnm,puciu•»l.ser-�*et� ;� c� LISIM U.S. PATENT D424,731 qM L G -rTN 3 RESERVES TEE R:Gkn' TO CHANGE SPEGFICATIGNS WTMOUT NO-nCE 020009 KIM LIGHTING INC. • P.O. 0 O 60980, CITY OF INDUSTRY. CA 9171&0080. TEL: 62V968-5666 • FAX: 52EQ642695 - $627009419 Design Services For The Built Environment a Atlanta dlrmingham Charlotte Cincinnati Colum bus Della* Fort Lauderdale Jackson Jacksonville Knoxville Louisville Memphis Nashville Richmond Tampa 11 G R E S H A M SMITH AND P A R T N E R S nTiR� JEFFERSON L OUTPATIENT CARE CENTER AT P1ROFFIT ROAD I REVISION Flo.- Date - Revision 1 10-16-2009 ARS HEARING REVLSi0 M /21 12-oa-2009 COUNTY CGIMENTS TS H E • _Ga # 300079.000- - LIGHTING CUI 3311 West Broad Street � � Richmond, VA 23230 phone: 804,35.5.2067 r yi Q Gln- 8 4-1.55 .>1U _ » r !Dallas fdous o !'Ija5`itnll lel€ar°t.1 Rir_h on d =x✓` `'4x^:w»>"r'=:.sSa"-.,..r"�a.r' -s. 'aw,r' r:+:t ,v�=" _'»-a:;r` =kr *'`^ ai -:u� •�. va-„' ':ar' «�'� "zssm'"�,=- ' - ,.✓'�"-,•,x--^-s';-�:;:># ''r r1 'G� ,'.!.1SLin a Denver s Pi<o3nix t''i11$t`ington D,C, 1LAa 7'22 .,u -__.gym jiROJICT4712 /0