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SDP201700064 Plan - Submittal (First) Initial Site Plan 2017-11-06
GENERAL NOTES OWNER/DEVELOPER: FLOW COMPANIES MAORI ILI 11 INITIAL SITE PLAN SUBMISSION RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROUTE 2So__.__.. - _ RICHMOND ROAD == f .�.� w x r� , � flr TMP VIRG MPVIRG C/01 96o- F CHAI .q , NE CARS SHEET LAYOUT SCALE: 1" = 100' PORTION OF EXISTING PARKING LOT, RELATED STORM 1 STRUCTURES & LANDSCAPING TO BE REMOVED. 2 NEW PARKING LOT, BUILDING, LANDSCAPING, DRAINAGE STRUCTURES, & UTILITIES TO BE INSTALLED. EXISTING UNDERGROUND STORMWATER MANAGEMENT DETENTION FACILITY TO BE REMOVED AND REPLACED. PROXIMATE LOCATION OF SITES 1.64 VICINITY MAP SCALE: 1" = 2000' Sheet List Table 1425 PLAZA DRIVE Sheet Title WINSTON-SALEM, NC 27103 COVER CONTACT: MR. DON SPEIGHT EXISTING CONDITIONS PHONE: 336-76o-5211 SITE PLAN & UTILITIES FAX: 336-76o-7005 ENGINEER: COLLINS ENGINEERING LANDSCAPE PLAN Zoo GARRETT STREET, SUITE K LIGHTING PLAN CHARLOTTESVILLE, VA 22902 DISPLAY PARKING CALCULATIONS CONTACT: MR. SCOTT COLLINS PROFILES & NOTES PHONE: 434-293-3719 TAX MAP NO: 07800-oo-oo-oiSDo & 07800-00-00-015Eo ZONING: HIGHWAY COMMERCIAL (HC) WITH ENTRANCE CORRIDOR OVERLAY USE: CAR DEALERSHIP MAXIMUM NUMBER OF EMPLOYEES: 20 TOTAL ACREAGE: 1.95 +/- AC. (TOTAL FOR 2 PARCELS) CURB IMPERVIOUS: 2.22 AC. (TOTAL - INCLUDING ADJACENT PARCEL PER SDP -2004-00027) 0-) ISLANDS: o.io AC. OPEN SPACE: o.io AC. PARKING SETBACK: so' UTILITIES: ALBEMARLE COUNTY WATER AND SEWER ARE AVAILABLE ON THE SITE. DRAINAGE DISTRICT: MECHUNK CREEK WATERSHED: SOUTH FORK RIVANNA RIVER RESERVOIR DRAINAGE: THIS SITE WILL DETAIN STORMWATER RUNOFF BASED ON THE INCREASE IN VOLUME AND EC -3A DITCH VELOCITY OF THE STORMWATER. THE WATER QUANTITY WILL BE ACHIEVED VIA THE USE - EXISTING CONTOUR OF AN UNDERGROUND DETENTION SYSTEM. THE WATER QUALITY WILL BE ACHIEVED DEPTH OF EC -3A DITCH THROUGH THE USE OF FILTERA INLETS AND PURCHASE OF STORMWATER CREDITS. TOPO & SURVEY: TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES, EC -2 Dl TCH SURVEYED IN 2013. UPDATED TOPO & ASBUILT INFORMATION PROVIDED BY PROPOSED SPOT ELEVATION COMMONWEALTH LAND SURVEYING IN OCTOBER, 2017. PROPERTY WAS FIELD VERIFIED IN OCTOBER, 2017. DATUM: USGS - NAD 83 SETBACKS: FRONT - so' MINIMUM AND 30' MAXIMUM TIB DENOTES TOP OF BOX (SITE FRONTS ON A PRINCIPAL ARTERIAL - NO MAXIMUM BUILDING SETBACK) REAR - NONE SIDE - NONE PROPERTY USE: EXISTING USE: CAR DEALERSHIP PROPOSED USE: NEW 7,623 SF CAR DEALERSHIP BUILDING BUILDING HEIGHT: 2 STORY BUILDING (BUILDING SHALL NOT EXCEED 65') LAND USE: EXISTING (PARCEL 78-15E) U) PARKING & DRIVE AISLE =18,570 SF SIDEWALK = 568 SF OPEN SPACE & LANDSCAPE AREA = io,88o SF 0 PROPOSED (PARCEL 78 -ISE) BUILDING = 7,623 SF (25%) ^ V 1 SIDEWALK = 2,493 SF (8%) PARKING & DRIVE AISLE = 9,651 SF (32%) OPEN SPACE & LANDSCAPE AREA = 7:457 SF (25%) PARKING SCHEDULE: SEE SHEET FOR PARKING CALCULATIONS LANDSCAPING PLAN: SEE SHEET 5 LIGHTING PLAN: SEE SHEET 6 PHASING: THE PROPOSED DEVELOPMENT WITH THIS SITE PLAN AMENDMENT SHALL BE a COMPLETED WITHIN (1) PHASE. PRESERVED/MANAGED SLOPES: THERE ARE NO EXISTING PRESERVED OR MANAGED SLOPES ON THE PROPERTY. FLOODPLAIN & WPO BUFFER: THERE ARE NO WPO BUFFERS OR LIMITS OF FLOODPLAIN ON THE PROPERTY. STORMWATER MANAGMENT: THIS PLAN WILL COLLECT RUN-OFF AND CONTROL THE WATER QUANTITY WITH A L 0 NEW PROPOSED UNDERGROUND SWM FACILITY. NUTRIENT CREDITS SHALL BE N PURCHASED FOR ANY WATER QUALITY FOR THE PROPOSED IMPROVEMENTS. TRASH COLLECTION: EXISTING DUMPSTER ONSITE TRAFFIC ANALYSIS: ITE TRIP GENERATION MANUAL, 8TH EDITION (CODE 841- NEW CAR SALES) TOTAL DAILY AVERAGE TRIPS = 255 VPD (127.5 ENTER/127.5 EXIT) WEEKDAY AM PEAK HOUR =16 VPH (12 ENTERA EXIT) n (1) WEEKDAY PM PEAK HOUR = 21 VPH (8 ENTER/13 EXIT) NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL !UNDERGROUND UTILITIES SHOWN ON PLACES IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM Q THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY LU°� OF ANY UTILITY NOT SHOWN ON THE PLANS. NOTE: COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, \ SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO _ _z II z � w PLAN APPROVAL. MAORI ILI 11 INITIAL SITE PLAN SUBMISSION RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA ROUTE 2So__.__.. - _ RICHMOND ROAD == f .�.� w x r� , � flr TMP VIRG MPVIRG C/01 96o- F CHAI .q , NE CARS SHEET LAYOUT SCALE: 1" = 100' PORTION OF EXISTING PARKING LOT, RELATED STORM 1 STRUCTURES & LANDSCAPING TO BE REMOVED. 2 NEW PARKING LOT, BUILDING, LANDSCAPING, DRAINAGE STRUCTURES, & UTILITIES TO BE INSTALLED. EXISTING UNDERGROUND STORMWATER MANAGEMENT DETENTION FACILITY TO BE REMOVED AND REPLACED. PROXIMATE LOCATION OF SITES 1.64 VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN & UTILITIES 4 GRADING & SWM PLAN 5 LANDSCAPE PLAN 6 LIGHTING PLAN 7 DISPLAY PARKING CALCULATIONS 8 PROFILES & NOTES Ef TOTAL NUMBER OF SHEETS RAILROAD TAX MAP 78 APPROVALS LEGEND DEPARTMENT OF COMMUNITY DEVELOPMENT III PLANNER/ZONING ENGINEER ROADS ARES DEPARTMENT OF FIRE RESCUE ALBEMARLE. COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION IIEALTH DEPARTMENT EXISTING CULVERT EARTH DITCH CUL VERT 0 DRIVEWAY CULVERT A DROP INLET & STRUCTURE NO. BENCH MARK CURB L9 0-) CLEARING LIM1 TS CURB & GUTTER PROPOSED PAVEMENT VDOT STANDARD STOP SIGN —� EC -3A DITCH 200 - - - - - - EXISTING CONTOUR 6" DEPTH OF EC -3A DITCH 2 PROPOSED CONTOUR EC -2 Dl TCH 240.55 --- PROPOSED SPOT ELEVATION .� TBC DENOTES TOP/BACK OF CURB 6" DEPTH OF EC -2 DITCH TIB DENOTES TOP OF BOX APPROVALS LATE DEPARTMENT OF COMMUNITY DEVELOPMENT III PLANNER/ZONING ENGINEER INSPECTIONS ARES DEPARTMENT OF FIRE RESCUE ALBEMARLE. COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION IIEALTH DEPARTMENT 9O � 13COTT R. COLLINS',� U Lic. No. 035791 SME it LU rl ZONAL E� 0 L9 0-) N d d sum= co U) 0 ^ V 1 O_ O a L 0 N �..J n (1) w Q LU°� \ _ _z II z � w H w z J V) �Ld z ow �cn oz nJ V I < L O I,f u o— O � E— w o E. sED H >O Cc � o -� Z O II� U U N o � Q O�L X o �(D W E� 0 Ul t- a Ld c� W Z 0--Y w a w C z_ � ' LU �..ILi z z o /1 w U u) z O z O O J J0 o0 U Ln O LLI La o� O g� :D o a W>� >� U O X U U LLI N i O LU J 60 oo U LU L LY Z U 0 - Q -0 0 JOB NO. 0 162123 0 u)Q) u) , SCALE D AS SHOWN B SHEET NO. Q a'> 1 0 o Q6 0 ScREeNB}DUMpSTER � TO REMAIN - rn lit yz" Lu if \� `� ^� `j /~ _ �� ir- �ifLuN \ ~- 'ATER jit SERVICE LATERAL 0NN ��� '()»`If 11 if --- ~-_- �� -'' ' '~' . if fit 1 '.' -- '- /if ' _- \ _ �r - __j if EXISTING --- --1�4 11 11 f f [ EXISTING --. AUTOMOTIVE � /\] ----- VOLKSWAGEN-AU MA�DA-PORSCHE _— _ / BUILDING ``. [/\] _- _-- -_ �- TK4P7O�4D � ~ .` � -' -- TMP78 -`- �^t �� TMP 78-15D ]AN|CE UNKOUS / czwr:pwl=r,)n� TMP 78-7 BUSHEY, WARREN A AND 205 SHEPHERDS RIDGE RD CHARLOTTES ROPOSED SI EWALK. SIDE WALK TO MARY C TRUST CHARLOTTESVILLE, VA 22901 3E CONSTRUCTED WITH A FLOOR TILE MATCHING THE PROPOSED BUILDING's 11 368o NEWBRIDGE ROAD LIMITS OF PROJECT 5 - KESWICK, VA 22947 FINISHES. SEE ARCHITECTURAL PLANS fAREA FOR FINISHES, ffPRO fam P SED am CONNECTION TO EXISTING Aillim PROPOSED INTERSECTION L EXISTING INGRESS/ CONNECTION TO EXISTING EGRESS TO REMAINf TRAVELWAY OI INTERSECTION i i 6" CONIC. CURB TO TRANSI ON TO FLUSH CON RETE ENTRANCE PROPOSED PROPOSED RETAINING WALL PROPOSED SEATWALL 'HT OF 77 WITH A MAX. HEIGHT T MAXIMUM GAS SERVICE TO TIE IN PROPOSED EXISTING GAS LINE 12 --TIE IN PROPOSED SANITARY PROPOSED ARCHITECTURAL/ COURTYARD FEATURE- SEE SEWER TO EXISTING MANHOLE TECTJJRAL PLANS LOWER1EVE.L 27 DRIVE AISLE PROPOSED C:' Z 9X18' DISPLAY PkOpO PARKING fBUILDING LIMITS OF PROJECT Ln Lu 0 CC) Ld 0 AREA Lu 0 PROP F 18 EXISTING P Li Cn 0 Lu Lu MEOW TO REMAIN TURN LANE GAS tIItIWATER -SERVICE LAT PROPOSED EXISTING ERAL LANDSCA SERVICE LATERAL SLE L -------- E=415.00 L9 SCREENING TO BE REPLANTED ll if BSMT FFE=405.0 IM2 ALONG ROUTE 259 tUNDERGRO PROPOSED GUARDRAIL DETENTIO1 EM 06 PROPOSED DISPLAY PAR� 'TIROPOSED-' AREA PAVER SYSTEM ALONG ROUTE 250. COLOR TO 1 1 NOTE: EXISTING RETAINING WALL ALONG uj fw >_ SEWER LATERAL SOUTHERN PROPERTY LINE TO BE REMOVED WITH LE. Lu COMPATIBLE WITH THE EXISTING TOPOGRAPHY. RETAINING WALL ZA'AREAITASEAT AiL PROPERTY LINE PROPOSED BRICK THIS DEVELOPMENT FOR A DEVELOPMENT MORE uj tRO P POSED GAS Li LN SERVICE LATERAL POSED ARCHITECTURAL/ PROPOSED z ARCHITECTURAL PLANS it! 1PROPOSED WATER EXISTING LANDSCAPING/ LINE LATERAL SCREENING TO REMAIN CONNECTION LLJ U) uj 00 368o NEWBRIDGE ROAD uj KESWICK, VA 22947 ifCROWN MOTORCAR CO. LLC C/O ASBURY AUTOMOTIVE GROUP JOB NO. 622 3RD AVE, 37TH FL fU :3 162123 NEWYORK, NY 100:17 7 GRAPHIC SCALE SCALE 20 10 20 40 80 If Cn IN FEET Co 1 inch 20 ce 116 -1 lie 10LIONVing. itenINAIA11 he�jviinn l the plan: Elf Le ,aVe(1 Locatiort aod type of protcedvc ficncifi& Ora& uhloige� requinn, fil tivl, or voalizt,-, LJ P�i"),xi'A or turiteling bcyon4 fll,� lilpjt�t, of cl�dring, NOTE: LOW MAINTENANCE GROUND rnVPP IKAHI r I PPQ, HIPPF) nKI Al I 0-) Plant List LI All �iLilvis t�, tile --5avelII;hi)II toe llui�kl "611k Jilin- orribbon i:,itlaheilfllt cloitily viii to itifillipinQui t"pelatil County of Albemarle TREES SLOPES STEEPER THAN 3w 0 Colt_,enatiojjpl�nj Checklist- To be placed on T,andsl Plans (Handbook, jilp 111-2b4-111-2r� for complete sftwicifications) j Amalanchierxgrandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry Kht. min 130 5 4 9 1,170 Abb. Ilex x'Nellie R Stevens' Scientific Name . . . ... ......... Common Name Size Comments 10 -YR CANOPY 9 DOS ED NTITY CITOTAL LIANTITY TOTA CANO -1 lie 10LIONVing. itenINAIA11 he�jviinn l the plan: Elf Le ,aVe(1 Locatiort aod type of protcedvc ficncifi& Ora& uhloige� requinn, fil tivl, or voalizt,-, LJ P�i"),xi'A or turiteling bcyon4 fll,� lilpjt�t, of cl�dring, NOTE: LOW MAINTENANCE GROUND rnVPP IKAHI r I PPQ, HIPPF) nKI Al I tlreiiitr�� not p'niflittill -,vidiiii 109 feilit ofith-_, d�iplaie oftlico to besmiled� It?i ------ , if HO' 7. Toxic NIaterials. I ........... CANOPY CALCULATION 0hin 100 tcot ofithe dnplim� ot frices heil�tivel . ...... . Foxic matel shall i KA l %N .............. f "-EX,ZELKOVA TREE A: 2.2 AC 96,568 SF �'J - TOTAL SITE ARE TREE CANOPY REQUIRED (10%): 0.22 AC 9,657 SF ,y 1"moing, i to be, VII:U11a: d Witten 40 feet 0 fa pro ixt b U., Idi ng u c g, i adi ug activi ty Aial 1 b,-- proficeted U 15,108 SF PROPOSED PLANTING CANOPY: 0.35 AC tj -ll t, Ll p e ,Ctoy piirjof' to �,J,3f A i'l 4:X� 11ittlICIjif 4 "D ""i I Ej vt the, pirotuld levell Zriustr be the 6-ipline ofa til to be sayed_, trel-c- well Miall f)e pro-l'ifle" and a conswiction detafl V INTERIOR CANOPY CALCULATION �Iubnutted for apil II RIF 1.37 AC CANOPY REQUIRED (5 0.07 AC 3,000 SF TOTAL PAVED AREA: A 0� 'free Wallk� level 1111V,�t IN, 11(twored thifdriphile, a Ree t, V iil,� lillnlcli� 'Niten The grollil,01 t, -tved, afle�lwall ��110 tii� pi 'd ��.l a cii� "ll fletail PROPOSED CANOPY: 0.21 AC 9,221 SF it it I It, Tref gg a Ilte ltr LI Willett �Vfljjilt flki� tifiRik of cklontlf,-_ it �tll�,ill he dolle "A ofl!Ectlits, _,ts posJil,� Toolvololli, 4, f _7 L - 'Ali tti mllivc "Otel'u it i., (I I'll te(;lt V I etC;jjjfjF 'flijIl ile"i 1 t OV I t ljntf,�,l il lair e litl,,d hal� be I,:oll�idejrl o,�, an 43 J �ni I --- i . PARKING CALCULATION: if julanuj!: it PARKING LOT TREES REQUIRED: 10 -V tj itEX MAGNIOLIA ITREEl! PROPOSED: 22 tDvinaged pluning, t rdlization oroilier a tree STREET TREE CALCULATION: EX BOXWOODt NO TE� IT INTHE DEVELOVER'S RESPONSIBILHYTO CONFER WITI-ITILE CONTU.C1 OR ON TREE CONSERVATION STREET TREES REQUIRED: 1 TREE/ 35 FT. OF PLANTER FRONTAGE SHRUBS REQUIRUNIENI-S. ILENGTH OF PLANTERS ALONG FRONTAGE 240 L.F. _4 f7 STREET TREES REQUIRED EX ZELKOVA TREE 240 L.F. 35 FT PROPOSED: 7 STREET TREES PROVIDED OWNER SIGNATURE (DAA E) 1tIiSFi IN OTES: R Lf! I -Ii 1 HOLLY UBS, ftALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF fTREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED tOF THE EBE MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH E X SERVIP RR'l PLANT. LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF TREE THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES AND/OR THE ZONING 10 ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE IPROPOSED USE, INCLUDING BUT NOT LIMITED TO THE USE OF LARGER CALIPER itTREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING E X FATHERGILLA ..... .. ... SHRUBS GENERAL LANDSCAPE REQUIREMENTS EX SERVICEBERRY SHRUBS 1 SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES TREE WITH CONSTRUCTION SCHEDULE FOR OTHER (R ELATED) WORK. EX OAK TREE I Ell 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. PROVIDE SIZES OF PLANTS AS SHOWN OR E X SERVICEBERRY . PLANT SIZE AND QUALITY: E X ZELKOVA TREE TREE "AMERICAN STANDARD FOR ISCHEDULED, CONFORMING TO ANSI Z60.1 NURSERY AND QUALITY. it EX MAGNOLIA -GROWN 4. FURNISH BALLED AND BUF EX HOLLY SHRUBS �LAPPED (B&B SHRUBS, EXCEPT CONTAINER TREE PLANTS MAY BE FURNISHED IF INDICATE SIZE IS BELOW LIMIT ESTABLISHED IN tANSI Z60.1. 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT titEft POTS. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY 1 AG OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 1 AB 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR IF REUSE AT SITE. PROVED CLEAN, ERTILE, FRIABLE, NATURAL LOAM OBTAINED F FROM A LOCAL, WELL DRAINED SOURCE, 9� PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PARTICULAR PLANT 4 f%M -P-166) WITH TOPSOIL IN MATERIAL TO BE PLANTED. MIX PEAT HUMUS (ITS Q THE R OF 1:3 FOR USE IN PLANTING. FOR BASIS OF QUANTITY, ASSUME ATIO TOPSOIL WHICH HAS NOT BEEN STRIPPED IS 4" IN DEPTH. t9 1 S, 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5-10-5 % NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL L j J FERTILIW APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. AG FT. OF SOIL AND HUMUS. 1! 00 -NITROGEN CONTENT 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH 'OAK TREE COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND 3 U NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. IL PLANTING SHRUBS: 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS OR CONTAINERS, ........... .. -0" REQUIRED FOR L OR 1 WIDER THAN SPREAD 0 F ROOTS, AND 3" DEEPER THAN 2 A& POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LAYER OF TOPSOIL IN E30TTOM BEFORE PLACING PLANTS. BACKIFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS FX HOLLY TREES LAYERS ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF I J, I !it 27 1 G EXCAVATION, APPLY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN 15% OF BRANCHES. OUT STRUCTURE AND REMOVE NOT MORE THAN ................ OVER: 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. fVIL 24 A 15. LOOSEN SUBGRAIDE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN _,I in 'SH RU BS fSTRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT AS OTHERWISE INDICATED. 0 6 A 16. SPACE PLANTS 2' APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL WATER THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, tPEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. EX P PROTECTIVE COVER FOR SEVERAL DAYS. 7 LANETREE 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE tLANDSCAPE MAINTENANCE: IHO 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE,, PRUNING S RUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS E NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT EX WITCHHAZ MATERIAL. _EX_SERy10EBERRX� __j TREE EX E L YPRESS TREES OLLY SHRUBS OLLY TREES XWOO A EX BOXWOO EX BO ...... T EES RUBS SHRUQ$Ir - ----- SH it EX WITC HAZEL -PLANETREE tEX EX SERVICEBERRY SHRUBS ........ 'Ir TREES.. tSHRUBS X tEX HOLLY TRE S E EX PLANETREE EX PLANETREE H O�N �sCCTT R. COLLINSZ' 0 Lic. No. 035791 1, 0 slIONAL 'F�% W 0 ly_ U) U U) U.1 z r) 0 z Uj 0 U-) U) LU I Lrmjml 05 LU C) 0-) A' Pl- LI All �iLilvis t�, tile --5avelII;hi)II toe llui�kl "611k Jilin- orribbon i:,itlaheilfllt cloitily viii to itifillipinQui t"pelatil q; 4 1 TREES SLOPES STEEPER THAN 3w 0 AG Amalanchierxgrandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry Kht. min 130 5 4 9 1,170 z) Ilex x'Nellie R Stevens' Nellie Stevens Holly . . . ... ......... ------ 44 9 9 396 JV . . .. . ..... ... Leyland Cypress 4. tt 1,111 ) �jn C, r I f I �Vf -11 It i 0 r 1i A I �11 I S ID �rj- e 23 10 9 19 437 IVIS 0 Heavy LL11 upintll, ,�euctdar tralliii� Ij!vl flitonage of unitifitiftclion 111111efull, includitiq_- Soil shad Ilk' t Ite portmiled %','3 thin tite tiliploll oi it l Saucer Magnolia (Jane) 8'ht. min 145 2 tic� bf� �zaved. 290 PA CORNUS, AND ILEX London Planetree 3- 1/2" ca I 5� Sod Eros Ion a n d Sliql ator Detention Devices I 1 7 EXISTING %30RNUJ�if P Qp IQuercus Phellos il tillow Oak . ........ H 471 FLORIDA- 1 L 3 Lj if n' . ......... f i. i i �w i i !:t::, U 49 3 �,A Q CIL 6. Fireft, --f if i it f It I il j 1 7 -ill SHRUBS tlreiiitr�� not p'niflittill -,vidiiii 109 feilit ofith-_, d�iplaie oftlico to besmiled� It?i ------ , if HO' 7. Toxic NIaterials. I ........... CANOPY CALCULATION 0hin 100 tcot ofithe dnplim� ot frices heil�tivel . ...... . Foxic matel shall i KA l %N .............. f "-EX,ZELKOVA TREE A: 2.2 AC 96,568 SF �'J - TOTAL SITE ARE TREE CANOPY REQUIRED (10%): 0.22 AC 9,657 SF ,y 1"moing, i to be, VII:U11a: d Witten 40 feet 0 fa pro ixt b U., Idi ng u c g, i adi ug activi ty Aial 1 b,-- proficeted U 15,108 SF PROPOSED PLANTING CANOPY: 0.35 AC tj -ll t, Ll p e ,Ctoy piirjof' to �,J,3f A i'l 4:X� 11ittlICIjif 4 "D ""i I Ej vt the, pirotuld levell Zriustr be the 6-ipline ofa til to be sayed_, trel-c- well Miall f)e pro-l'ifle" and a conswiction detafl V INTERIOR CANOPY CALCULATION �Iubnutted for apil II RIF 1.37 AC CANOPY REQUIRED (5 0.07 AC 3,000 SF TOTAL PAVED AREA: A 0� 'free Wallk� level 1111V,�t IN, 11(twored thifdriphile, a Ree t, V iil,� lillnlcli� 'Niten The grollil,01 t, -tved, afle�lwall ��110 tii� pi 'd ��.l a cii� "ll fletail PROPOSED CANOPY: 0.21 AC 9,221 SF it it I It, Tref gg a Ilte ltr LI Willett �Vfljjilt flki� tifiRik of cklontlf,-_ it �tll�,ill he dolle "A ofl!Ectlits, _,ts posJil,� Toolvololli, 4, f _7 L - 'Ali tti mllivc "Otel'u it i., (I I'll te(;lt V I etC;jjjfjF 'flijIl ile"i 1 t OV I t ljntf,�,l il lair e litl,,d hal� be I,:oll�idejrl o,�, an 43 J �ni I --- i . PARKING CALCULATION: if julanuj!: it PARKING LOT TREES REQUIRED: 10 -V tj itEX MAGNIOLIA ITREEl! PROPOSED: 22 tDvinaged pluning, t rdlization oroilier a tree STREET TREE CALCULATION: EX BOXWOODt NO TE� IT INTHE DEVELOVER'S RESPONSIBILHYTO CONFER WITI-ITILE CONTU.C1 OR ON TREE CONSERVATION STREET TREES REQUIRED: 1 TREE/ 35 FT. OF PLANTER FRONTAGE SHRUBS REQUIRUNIENI-S. ILENGTH OF PLANTERS ALONG FRONTAGE 240 L.F. _4 f7 STREET TREES REQUIRED EX ZELKOVA TREE 240 L.F. 35 FT PROPOSED: 7 STREET TREES PROVIDED OWNER SIGNATURE (DAA E) 1tIiSFi IN OTES: R Lf! I -Ii 1 HOLLY UBS, ftALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF fTREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED tOF THE EBE MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH E X SERVIP RR'l PLANT. LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF TREE THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES AND/OR THE ZONING 10 ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE IPROPOSED USE, INCLUDING BUT NOT LIMITED TO THE USE OF LARGER CALIPER itTREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING E X FATHERGILLA ..... .. ... SHRUBS GENERAL LANDSCAPE REQUIREMENTS EX SERVICEBERRY SHRUBS 1 SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES TREE WITH CONSTRUCTION SCHEDULE FOR OTHER (R ELATED) WORK. EX OAK TREE I Ell 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. PROVIDE SIZES OF PLANTS AS SHOWN OR E X SERVICEBERRY . PLANT SIZE AND QUALITY: E X ZELKOVA TREE TREE "AMERICAN STANDARD FOR ISCHEDULED, CONFORMING TO ANSI Z60.1 NURSERY AND QUALITY. it EX MAGNOLIA -GROWN 4. FURNISH BALLED AND BUF EX HOLLY SHRUBS �LAPPED (B&B SHRUBS, EXCEPT CONTAINER TREE PLANTS MAY BE FURNISHED IF INDICATE SIZE IS BELOW LIMIT ESTABLISHED IN tANSI Z60.1. 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT titEft POTS. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY 1 AG OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 1 AB 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR IF REUSE AT SITE. PROVED CLEAN, ERTILE, FRIABLE, NATURAL LOAM OBTAINED F FROM A LOCAL, WELL DRAINED SOURCE, 9� PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PARTICULAR PLANT 4 f%M -P-166) WITH TOPSOIL IN MATERIAL TO BE PLANTED. MIX PEAT HUMUS (ITS Q THE R OF 1:3 FOR USE IN PLANTING. FOR BASIS OF QUANTITY, ASSUME ATIO TOPSOIL WHICH HAS NOT BEEN STRIPPED IS 4" IN DEPTH. t9 1 S, 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5-10-5 % NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL L j J FERTILIW APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. AG FT. OF SOIL AND HUMUS. 1! 00 -NITROGEN CONTENT 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH 'OAK TREE COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND 3 U NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. IL PLANTING SHRUBS: 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS OR CONTAINERS, ........... .. -0" REQUIRED FOR L OR 1 WIDER THAN SPREAD 0 F ROOTS, AND 3" DEEPER THAN 2 A& POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LAYER OF TOPSOIL IN E30TTOM BEFORE PLACING PLANTS. BACKIFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS FX HOLLY TREES LAYERS ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF I J, I !it 27 1 G EXCAVATION, APPLY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN 15% OF BRANCHES. OUT STRUCTURE AND REMOVE NOT MORE THAN ................ OVER: 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. fVIL 24 A 15. LOOSEN SUBGRAIDE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN _,I in 'SH RU BS fSTRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT AS OTHERWISE INDICATED. 0 6 A 16. SPACE PLANTS 2' APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL WATER THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, tPEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. EX P PROTECTIVE COVER FOR SEVERAL DAYS. 7 LANETREE 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE tLANDSCAPE MAINTENANCE: IHO 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE,, PRUNING S RUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS E NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT EX WITCHHAZ MATERIAL. _EX_SERy10EBERRX� __j TREE EX E L YPRESS TREES OLLY SHRUBS OLLY TREES XWOO A EX BOXWOO EX BO ...... T EES RUBS SHRUQ$Ir - ----- SH it EX WITC HAZEL -PLANETREE tEX EX SERVICEBERRY SHRUBS ........ 'Ir TREES.. tSHRUBS X tEX HOLLY TRE S E EX PLANETREE EX PLANETREE H O�N �sCCTT R. COLLINSZ' 0 Lic. No. 035791 1, 0 slIONAL 'F�% W 0 ly_ U) U U) U.1 z r) 0 z Uj 0 U-) U) LU I Lrmjml 05 LU C) 0-) L Py TREES 0 AG Amalanchierxgrandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry Kht. min 130 5 4 9 1,170 IN Ilex x'Nellie R Stevens' Nellie Stevens Holly 8'ht. min Full to ground 44 9 9 396 JV Xcupressocyparis leylandii Leyland Cypress S'ht. min 23 10 9 19 437 IVIS Magnolia soulangiana Saucer Magnolia (Jane) 8'ht. min 145 2 2 290 PA Platanus acerifolia London Planetree 3- 1/2" ca I Strong central leader 479 6 1 7 3,353 Qp IQuercus Phellos il tillow Oak 3-1/2" cal 471 2 1 L 3 1,413 UA iZelkova serrata "green vase" lGreen Vase Zell<ovz CIL 443 4 3 1 7 3,101 SHRUBS 0 W On AB Abelia grandiflora GlossyAbelia 24" ht. min 14 35 35 490 FG Fothergilla gardenii Dwarf Fathergilla 5 gal. Minimum 36" height 3 13 13 39 HI Hamannelis x intermediaArnold's Promise' Arnold's Promise Witchhazel 5 gal. Minimum 36" height 77 14 14 1,078 Ic Ilex cornuta 'Carissa' Carissa Holly 5gal. Minimum 36" height 14 74 74 1,036 IG Ilex glabra Inkberry Holly 24" ht. min CD z LLJ 23 __j 27 27 621 is flex glabra 'Shamrock' Dwarf Inkberry Holly 18"-24" < 11 __j 0 *! U 25 25 275 IT [tea virginica 'Little Henry' Dwarf Sweetspire 18"-24" 0 - L) 0 8 1 1 29 29 - 232 PL Buxus sempervirens & cvs. American Boxwood 1-1/2-1-2-1/2" 11 107 z 107 - 1,177 z U a (L) 1 1 TOTAL: 15,108 tlreiiitr�� not p'niflittill -,vidiiii 109 feilit ofith-_, d�iplaie oftlico to besmiled� It?i ------ , if HO' 7. Toxic NIaterials. I ........... CANOPY CALCULATION 0hin 100 tcot ofithe dnplim� ot frices heil�tivel . ...... . Foxic matel shall i KA l %N .............. f "-EX,ZELKOVA TREE A: 2.2 AC 96,568 SF �'J - TOTAL SITE ARE TREE CANOPY REQUIRED (10%): 0.22 AC 9,657 SF ,y 1"moing, i to be, VII:U11a: d Witten 40 feet 0 fa pro ixt b U., Idi ng u c g, i adi ug activi ty Aial 1 b,-- proficeted U 15,108 SF PROPOSED PLANTING CANOPY: 0.35 AC tj -ll t, Ll p e ,Ctoy piirjof' to �,J,3f A i'l 4:X� 11ittlICIjif 4 "D ""i I Ej vt the, pirotuld levell Zriustr be the 6-ipline ofa til to be sayed_, trel-c- well Miall f)e pro-l'ifle" and a conswiction detafl V INTERIOR CANOPY CALCULATION �Iubnutted for apil II RIF 1.37 AC CANOPY REQUIRED (5 0.07 AC 3,000 SF TOTAL PAVED AREA: A 0� 'free Wallk� level 1111V,�t IN, 11(twored thifdriphile, a Ree t, V iil,� lillnlcli� 'Niten The grollil,01 t, -tved, afle�lwall ��110 tii� pi 'd ��.l a cii� "ll fletail PROPOSED CANOPY: 0.21 AC 9,221 SF it it I It, Tref gg a Ilte ltr LI Willett �Vfljjilt flki� tifiRik of cklontlf,-_ it �tll�,ill he dolle "A ofl!Ectlits, _,ts posJil,� Toolvololli, 4, f _7 L - 'Ali tti mllivc "Otel'u it i., (I I'll te(;lt V I etC;jjjfjF 'flijIl ile"i 1 t OV I t ljntf,�,l il lair e litl,,d hal� be I,:oll�idejrl o,�, an 43 J �ni I --- i . PARKING CALCULATION: if julanuj!: it PARKING LOT TREES REQUIRED: 10 -V tj itEX MAGNIOLIA ITREEl! PROPOSED: 22 tDvinaged pluning, t rdlization oroilier a tree STREET TREE CALCULATION: EX BOXWOODt NO TE� IT INTHE DEVELOVER'S RESPONSIBILHYTO CONFER WITI-ITILE CONTU.C1 OR ON TREE CONSERVATION STREET TREES REQUIRED: 1 TREE/ 35 FT. OF PLANTER FRONTAGE SHRUBS REQUIRUNIENI-S. ILENGTH OF PLANTERS ALONG FRONTAGE 240 L.F. _4 f7 STREET TREES REQUIRED EX ZELKOVA TREE 240 L.F. 35 FT PROPOSED: 7 STREET TREES PROVIDED OWNER SIGNATURE (DAA E) 1tIiSFi IN OTES: R Lf! I -Ii 1 HOLLY UBS, ftALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF fTREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED tOF THE EBE MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH E X SERVIP RR'l PLANT. LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF TREE THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES AND/OR THE ZONING 10 ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE IPROPOSED USE, INCLUDING BUT NOT LIMITED TO THE USE OF LARGER CALIPER itTREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING E X FATHERGILLA ..... .. ... SHRUBS GENERAL LANDSCAPE REQUIREMENTS EX SERVICEBERRY SHRUBS 1 SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES TREE WITH CONSTRUCTION SCHEDULE FOR OTHER (R ELATED) WORK. EX OAK TREE I Ell 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. PROVIDE SIZES OF PLANTS AS SHOWN OR E X SERVICEBERRY . PLANT SIZE AND QUALITY: E X ZELKOVA TREE TREE "AMERICAN STANDARD FOR ISCHEDULED, CONFORMING TO ANSI Z60.1 NURSERY AND QUALITY. it EX MAGNOLIA -GROWN 4. FURNISH BALLED AND BUF EX HOLLY SHRUBS �LAPPED (B&B SHRUBS, EXCEPT CONTAINER TREE PLANTS MAY BE FURNISHED IF INDICATE SIZE IS BELOW LIMIT ESTABLISHED IN tANSI Z60.1. 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT titEft POTS. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY 1 AG OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 1 AB 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR IF REUSE AT SITE. PROVED CLEAN, ERTILE, FRIABLE, NATURAL LOAM OBTAINED F FROM A LOCAL, WELL DRAINED SOURCE, 9� PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PARTICULAR PLANT 4 f%M -P-166) WITH TOPSOIL IN MATERIAL TO BE PLANTED. MIX PEAT HUMUS (ITS Q THE R OF 1:3 FOR USE IN PLANTING. FOR BASIS OF QUANTITY, ASSUME ATIO TOPSOIL WHICH HAS NOT BEEN STRIPPED IS 4" IN DEPTH. t9 1 S, 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5-10-5 % NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL L j J FERTILIW APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. AG FT. OF SOIL AND HUMUS. 1! 00 -NITROGEN CONTENT 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH 'OAK TREE COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND 3 U NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. IL PLANTING SHRUBS: 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS OR CONTAINERS, ........... .. -0" REQUIRED FOR L OR 1 WIDER THAN SPREAD 0 F ROOTS, AND 3" DEEPER THAN 2 A& POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LAYER OF TOPSOIL IN E30TTOM BEFORE PLACING PLANTS. BACKIFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS FX HOLLY TREES LAYERS ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF I J, I !it 27 1 G EXCAVATION, APPLY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN 15% OF BRANCHES. OUT STRUCTURE AND REMOVE NOT MORE THAN ................ OVER: 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. fVIL 24 A 15. LOOSEN SUBGRAIDE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN _,I in 'SH RU BS fSTRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT AS OTHERWISE INDICATED. 0 6 A 16. SPACE PLANTS 2' APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL WATER THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, tPEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. EX P PROTECTIVE COVER FOR SEVERAL DAYS. 7 LANETREE 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE tLANDSCAPE MAINTENANCE: IHO 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE,, PRUNING S RUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS E NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT EX WITCHHAZ MATERIAL. _EX_SERy10EBERRX� __j TREE EX E L YPRESS TREES OLLY SHRUBS OLLY TREES XWOO A EX BOXWOO EX BO ...... T EES RUBS SHRUQ$Ir - ----- SH it EX WITC HAZEL -PLANETREE tEX EX SERVICEBERRY SHRUBS ........ 'Ir TREES.. tSHRUBS X tEX HOLLY TRE S E EX PLANETREE EX PLANETREE H O�N �sCCTT R. COLLINSZ' 0 Lic. No. 035791 1, 0 slIONAL 'F�% W 0 ly_ U) U U) U.1 z r) 0 z Uj 0 U-) U) LU I Lrmjml 05 LU C) 0-) 0 0-) V J r z BROWN 0 W 0 CIL 0 W On Q) U1 D Q) W < Uj 0 > F_ 1) P-4 z -0 CD z LLJ MENEM __j < 0_ > En < 6- __j 0 *! U L9 LLI Lu 0 - L) 0 0 V) 0 < cz 0 z __1 z U a (L) < 0 L z CL U < ILI X (D 0 Uj U1 LIJ LIIJ Li cr� Uj U� 0 < _j 0 0 6 U) 0 Ld 01 LL Ll :D LLJ __D < j) D 0 C.) 0 X 0 C-) Lid 0 0 Uj 0 0 CD U _j 00 LU rn U. LU 0 LU U E 0 U0 -0 0 JOB NO. (D 162123 0 in 05 U) SCALE > 1 =201 c.0 Y) > 0 0 SHEET NO. 5 Y) U) t Z -10.0 +0.0 +0.1, +0.0 +0.0 t 01 tb ��,;o +m +0.0 +10.0 +0 +010 Statistical Area Summary Lodoet Avg Max Min Avg/Min Max/Min INSIDE LOT 8.35 18.7 0,1 83.50 283.00 +0.0 +0io +0.0 +0,0 ;40 13 +CI +0A +0.0 +0,0 +0,0 +0i0 +0.0 +0.1 +oil +0.1 '+0.0 1 ALL 18' POLES TO BE MOUNTED ON CONRETE PEDESTALS 2ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT of 20'° n n -in r) -En n n -in in +ri l-, +n in ton -in Luminaire Schedule CHV 5 1000 MHR CT MT MSV All� "AO'l Symbol Qty Label, Arrangement Lumens LLF Description Watts r 2 A D180 ROTATED 40000 1.000 CHH-FT-400-PSMH-F-HSS-18 458 -M 2 C SINGLE 40000 1.000 CHH-FT-400-PSMH-F-18 458 1 D D180 40000 1,000 CHH-5-400-PSMH-F-18 458 1 R SINGLE 2305 111t 0"w CSALP 40-20301-50 CSA 400 29 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE' RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. NOTE: ALL FIXTURES SHALL BE BRONZE IN COLOR CHALLENGERO WALL SCONCE ii,46437itj HOUSING - Tii,,, houslor) is d r t nflktr s1wIltl, Ail tflmri!(;q I ")iisl�tio is 51ainksg steel of irvoWlf sled. WALL MOUNT - A itailitisal tiall ialiijitilki pliit"� eiA� tKults fu teillArl",li lsllh-fo:ft Ille itiolinfili pwr, arid junt1fixi Idix, siisthl1xj ilk inolion Lx)),, finirin ormlaim, (,,I ertiltt, The jodItIllsal pwe, Awn IV lixtlire fit li" inuuf!Nd in qit, Irittilt(ling larsilLin lisle t for 'l-ttrilitt it,;ali Ifills) of durirdildhMij [Vsiton 0isilj f(IrtixAlo'Arins). DOOR FRAME - all,Tm xntlss 4aa IW fixtil"'t- Iii o57v j)fel"d olx1riltied slrot)ne glsixl Seals 914i CHALLENGER"- WALL SCONCE LUMINAIRE UNDERIN6 INFORMATION CHV 5 1000 MHR CT MT MSV All� "AO'l f5r?aalll SOCKETS HID ace Ijigiliid pogo)ltiirl, Ffardilill tasc-, (of IIeSifmll fixtme fit CIO atif troy A t4sIi liar d v, NAtchtni fixti *,tI, 4K14ritilse I A#1 The C/gliparl r 4 of estsirri :Aa,;, 1 tri rp� lilittifes 'Ptlyl'i LIGHT SOURCES.- file *01ter is ditsVitid ITR q1dialet with hurlAIR141 Oilse-SAI t Wtv til I i MAA liirjfdt= ItIllsit Stall MtIu 1 vlik Rekb:oj, Isivu I hilide., �qfrflia r"ite L4 A tulle Atitimed, hiell"! luildo, MAW M14., 11-dilml, Hillh Er essIf it Sialituni, aitil I, 1 �50, 4(41 vtallt silittl ti, dj IJ btui iff If tole I ;afflra+t V fir en""J"xi it at 11 Ills - tahtl st lit Itll "r, sta nikir 11 . . ..... 8 A Atl wwjjl'l, - 1-111) 1 dealt, shift led hislaRadi, igirl (k1intsid I lijoiescotit (ula fell, 4 1 (XY }Ripped Ill is -11 MAInItfil flits sttp4dle (irtriln), 3 i7ti, o Ii W, tkhli? BALLASTSILECTRICALCOMI"ONENTS - Ellisiti4 a- tii,Atg'/- L9 0XitdittIm `,161 grail aid Ine'vAled th iiftge witilijirwitti6 41*11 extol iAit tile jsj,,,I ,afil W4 (A III,, III I ItEl'01 a I olottell 9ftitaillot ft)r)jpj,.j jllisjsj,�nj 111t 0"w insets , flisl, x)d lintlislitat OR) the IlArre The n�il III (fteri IN tAle ti inal i�a lo, V-2, III! diffiltated, 111j110i1k) esoi, U1 lkled 3? sim'I'r A;. Ark "fli 3 Hit, MT(ilglods vaill 11ifill-W.,&T Littler lidlasts rated flir -21? F slltiilq, (e)Ilrlgllti Hoorksoolt llalhsts are Efet*tfdr UpNsfsal l/ollatile (121) 9,17V, 5t1. kK,) ie'34 il! i ffili.2wr ftflZl, 1) f stardliti U)nitio"t flirlrri.�s(lenl lixilifirs'JIt 11, tWittittl'A 01 - GwbW N whaige &L, XlIiilahtil fAthan opli(IIA61400tig tAltasi LK pluffilAq A Slid) as buildireg liglilligg walrolt, ,gid ttvjroht� sojsxs. Alla rlit io itillery H 0NOW a6, 0 -3 fqi�iql i� r3() i F'SMA-PlIl",;laq mplitif 11.11m. bat*-uprit ],:I ....... ... ....... U.S. Inj PI40 0"i "'Alt Mlw)"s af)l "Murlus fig wincAialk. fll I i(XII . . . .... . ..... . ... air t AI 41,kl in'll EMERGENCY OPERAIMN - DU) i"I Sit ,Mo ?.,;, 4? Wall ,j I, j III (Kklj lVf I i5 CA I axil Silj -,i Y, kji�'g f a I T otevu �rfl die Jojkfin�i'sexllin Sli[tillifitti ,iAA(l1Q,,1x1 qr;PsrI U i ry f Itericy W1 WAtiI 11, ali r 41 (1 p fio 0 is wouil e tan' ('m I I ,W, t r bfifos plet Et kg E I is. 1 .3 !{lite If! i2�' '12`0 ',?,vat Errrc1,xx,y 01,4T) clitials are Alifell uri Hil) units. (if igions fit clail fir rv,,ff 12 snlL . ........ . i F 19'ame ( 3i4` j -09' mille 7-3iA serwai-I drujil(kl, Pit lisp tiMif I I) 10'.1twatt I 'Aigeq Ali 'IYAUble (III L"All Univertal Movilting Plate REFLECTOR&DISTRIBUTION PATTERNS - 1wtiAM INiia it I'M, 1111, 6nd If 01113-:177111.151tia I") 01"Oofs are a;4A&V (41 sraill "ilid wittiont, %til W'alh rffk� Idclfjrs aw n7 1`16{$0 With plefforniiia;e, hill strl tiff disItiltIAtl ktAlfid lyy lte IFSKA (damillffrig pilsitiorl III l4tillixiltriii, dat,1 ils ttAitteh 11wmildalk)" PS1.11,11 vAlh ff,%A qliddifftts. TYPE it FINISHES - Fach t4jriI is linish,Id wilh fjrjraGfij)£1 p0litlsfiar rfooess. the OlifaGittl s FORWARII MOW li'liEfflill'O, 'I I)eeling Wit isqtUturtcell froT hits full iiials, Kfalitlaid t2)rom Diftid,; bv)nze, Hack, likifint(ilin I*_�, bliff; vithidil, s-Itlialm& grelifl, awlalft;, SiMig"Ind vaphito. PHOTOMETRICS - illftanieifiw� gti tij,A) Ae at yvwn,Ist €41s1rissx0ri f,,ic detalt'(l rw art Pholoatimi; 411"1. "�,w '44 • �A' ......... ...... ... CHALLENGER"- WALL SCONCE LUMINAIRE UNDERIN6 INFORMATION Ecf", toil Flwltv 1111l.lilwiioikirt HWS 3 175 M H F 120 RRZ SOT Fi€�MI` EXAMPLE OF A TYPrA'z ORDEP tYs rLittkii Pv, HAA rMAN L. lt!tl!;3�,,,�";j�-i4, KIM& M I Ily. 141 l;wl4lf4, i f7l '4,N •04 I,`.`;A WI, ii%xlll ilt ij:'lli C , unt, ;;jtl-4iw sitru-4 g A ;fIl ffft,t , bw,ii, ti), QI w;,:,q iu ali "'Ali, ,I- ul IJ� N) IN q 'e" T�* 04j .,I kill it i, iii,4,Ij, It) i'l It pl� ('4 '141 W" it 4 y? Y i�i, lip I �ti j!'ll�ttlwetrK; I, Sf yt-'I! lw5rl A I 17 F, I." jvS, 1�,Laarbrlautl I t�Lk t nfu Jl__ ........... . ...... .......... . % z U '41 ... ......... ...... . . . .... . . . .. ... ........... 'EUt 51 ill jium", ry�,Iz iiitrfi,� ftisliki I 047� -,111111) hAg", ititt Ewliq te W plx 6-1 tits, I , ULKlirl ProEse$ Calmer; i . . ...... .. .......... ........ ....... . . . .... ..... ... ..... . .. . . .. ... . .... ... .. ..... . . . . ... ........... ........ . ........ .. ............. S ant.111 L639050 PRODUCT SPECIFICATIONS Product Family CSA 40 -Title CSALP 40,2030.50, CSA 400 RECESSED DOWNL GRIT, 1XLED 3000K(50' CONVANCL. Vendor LTS by SOLAVANTI Indoor/Outdoor Indoor Mounting CEILING RECESSED Product Number L6390SO Product Description CSALP 40.2030.50, CSA 400 RECESSED DOWNL GRIT, JXLED 3000K/50- CONVANCL. X. Dia 4.5 In. Input Voltage 120 volt Wattage 29W Colortemp 3000K Lumens 2365LM Beam & Angle 504 Lamp LED Testing Lab ETL,F Ip Rating IP20 Safety Class CLASS I Remarks I white Remarks 2 LED,29W,300OK2305LM,50,.DI15.white Remarks 3 available In RAL colors CHALLENGERO DOOR MME 4'.jl til 0! MID jjili V t, ai: �,0110,no,40 ti�lr� d -c' -if wi�'Ifliiliot f,fl; it;;(,;ru Ch,�ciis,7i,lj,Tl 131 wlFlti� r-), All LEN %'GASKET - iIi"Ital hlilp F;,,.!Ee, I;lt I:kar 41 11 SO(KETS, Al LIGHT SOURCES- lialttz,, \ *05 flim) BALLASTS - i i far Laths! v!t� I I, A a, I C,11. i d 'j �I li t I a�� -2 1-, it raa ic C, , 1 I,�ii, S �4 le' rAl",d also q i -d 4emrmd(7 11 rI n) r- rA I at zi ("A'A 'y P � Is �, !iI, t A I tt� t I,,' JI legltrgrn lit, r(l offnl.t REFLECTORWISTRIBUTION PATTERNS -V,-ri,_J tium T-ie 2t T,,; lil- I) tiglinoil 'Tij 7 -�,i? ILA Ij i %c varil 1 -it ffi lo� T!d l,, utkistiiclilrfu, a- Trov (AFf12RJAJijYf(1t,a !rotin"r J I fyf�- 1i ilK xlj fix'sl d Upsiettep Br3l�ket - fiKU-504-19 TA: wi (711i� Ail, f �,ib i I,,,, ief l," �Ij, I: ;.0 0 r I j R roll 1is, tstttfjlji, Itit _rt ii:l, phuh);Rtoz 4- [I,:1:^ "; ttm stiffal ti� d-fx,rjxlcl� w0i !R>VI 9 RA C K ETS fo�s t. , ,,1 jnr k. -A f I'-, f�t7 Iq[I I ia d F (#afPa gee -,T 'i, �'jund to 4�, it., fr,fol, 1, x AN FPC", atiTi. illuf mF_*Et-t,, -0 Single ,.F:1 3f i'd I �ix[ ii �._f g1jr.- o4,� A 0130- It it C, u, I ivn iti- I I I La a d 4 �ru I n j P t po fir tr-e r. il: - `ic,,i llfrst i�; tid ,01 SO FINISHES . .. . ....TNTFD L T�e I r iiflit'i-j )id L jiuxa"r-rd -D III�Iaqr �;Jserilsl r.K Ill' NoW House Sidi Shi Oil a 6d s to rOijore EPA COnIsxg, tnt", PHOTOMETRICS - a witnitl1tsi-Indush ies. coin fi)t ---------- IPS t t 4 ,14 .`18 -s FIMM ri'lia f,lh Ing f CHALLENGER' LUMINAIRE ORDERING INFORMATION CHV 5 1000 MHR CT MT MSV All� "AO'l f5r?aalll °' FT IN411 `,Iva fit CIO iGajl �uls :Aa,;, 1 tri rp� 'Ptlyl'i 40) Wall Wtv til I i Ea I_D,mlil li r"_ Ell I, 1 �50, 4(41 vtallt 1 ttitre it), jw, 1 A Atl wwjjl'l, 1 is -11 MAInItfil flits 3 i7ti, o Ii W, tkhli? L9 iql4 jsj,,,I ,afil ?If ft)r)jpj,.j jllisjsj,�nj 111t 0"w Iff 1IdiPr""1I i�a lo, V-2, III! lu 3? sim'I'r A;. Ark "fli 3 z f" "111 ffili.2wr 01 - GwbW N Irtl l;Fzlrollz H 0NOW a6, 0 -3 fqi�iql i� r3() i F'SMA-PlIl",;laq mplitif 11.11m. f lj;lti:ttiac ],:I ....... ... ....... .. .. . ....... . Inj PI40 0"i "'Alt DiE,"; Ito 1,10-1 fil-fi fil1ll,14 flabIt fll I i(XII Fill)�I. §0,5� 341_1�; . . ........ . .. air t AI 41,kl in'll DU) 100 NO - M,!IIll HAJile i"I Sit ,Mo ?.,;, 4? Wall 1 ,iAA(l1Q,,1x1 qr;PsrI ti 41f; 1 .3 !{lite If! i2�' '12`0 ',?,vat Ettjl f;�Iljdo . ........ . i F 'XI lvjrl Sfi:tlwi "it ga.tr. d, Wa,1 n7 PS1.11,11 TYPE it lyn at AND 1 s FORWARII MOW li'liEfflill'O, 0� W �A' U) CL i aill I pitt rlr,�011ji, < LLJ i 40 mit > A__ LLJ Pill hl-ril IWIts,, U) LLJ L_LTC: MINK Nloil ihlill, 4'Na Cf) Z 0 Un < LLJ 0 0 cfj O Kv iv, ,If v-, tv s f.. G I P�; HEI i 1 if, Gl1 "uw 0 I, P, it lv:o l t, 0 z (D Itint, 20, 4? Wtil O'E I_ 3: Ecf", toil Flwltv 1111l.lilwiioikirt HWS 3 175 M H F 120 RRZ SOT Fi€�MI` EXAMPLE OF A TYPrA'z ORDEP tYs rLittkii Pv, HAA rMAN L. lt!tl!;3�,,,�";j�-i4, KIM& M I Ily. 141 l;wl4lf4, i f7l '4,N •04 I,`.`;A WI, ii%xlll ilt ij:'lli C , unt, ;;jtl-4iw sitru-4 g A ;fIl ffft,t , bw,ii, ti), QI w;,:,q iu ali "'Ali, ,I- ul IJ� N) IN q 'e" T�* 04j .,I kill it i, iii,4,Ij, It) i'l It pl� ('4 '141 W" it 4 y? Y i�i, lip I �ti j!'ll�ttlwetrK; I, Sf yt-'I! lw5rl A I 17 F, I." jvS, 1�,Laarbrlautl I t�Lk t nfu Jl__ ........... . ...... .......... . % z U '41 ... ......... ...... . . . .... . . . .. ... ........... 'EUt 51 ill jium", ry�,Iz iiitrfi,� ftisliki I 047� -,111111) hAg", ititt Ewliq te W plx 6-1 tits, I , ULKlirl ProEse$ Calmer; i . . ...... .. .......... ........ ....... . . . .... ..... ... ..... . .. . . .. ... . .... ... .. ..... . . . . ... ........... ........ . ........ .. ............. S ant.111 L639050 PRODUCT SPECIFICATIONS Product Family CSA 40 -Title CSALP 40,2030.50, CSA 400 RECESSED DOWNL GRIT, 1XLED 3000K(50' CONVANCL. Vendor LTS by SOLAVANTI Indoor/Outdoor Indoor Mounting CEILING RECESSED Product Number L6390SO Product Description CSALP 40.2030.50, CSA 400 RECESSED DOWNL GRIT, JXLED 3000K/50- CONVANCL. X. Dia 4.5 In. Input Voltage 120 volt Wattage 29W Colortemp 3000K Lumens 2365LM Beam & Angle 504 Lamp LED Testing Lab ETL,F Ip Rating IP20 Safety Class CLASS I Remarks I white Remarks 2 LED,29W,300OK2305LM,50,.DI15.white Remarks 3 available In RAL colors CHALLENGERO DOOR MME 4'.jl til 0! MID jjili V t, ai: �,0110,no,40 ti�lr� d -c' -if wi�'Ifliiliot f,fl; it;;(,;ru Ch,�ciis,7i,lj,Tl 131 wlFlti� r-), All LEN %'GASKET - iIi"Ital hlilp F;,,.!Ee, I;lt I:kar 41 11 SO(KETS, Al LIGHT SOURCES- lialttz,, \ *05 flim) BALLASTS - i i far Laths! v!t� I I, A a, I C,11. i d 'j �I li t I a�� -2 1-, it raa ic C, , 1 I,�ii, S �4 le' rAl",d also q i -d 4emrmd(7 11 rI n) r- rA I at zi ("A'A 'y P � Is �, !iI, t A I tt� t I,,' JI legltrgrn lit, r(l offnl.t REFLECTORWISTRIBUTION PATTERNS -V,-ri,_J tium T-ie 2t T,,; lil- I) tiglinoil 'Tij 7 -�,i? ILA Ij i %c varil 1 -it ffi lo� T!d l,, utkistiiclilrfu, a- Trov (AFf12RJAJijYf(1t,a !rotin"r J I fyf�- 1i ilK xlj fix'sl d Upsiettep Br3l�ket - fiKU-504-19 TA: wi (711i� Ail, f �,ib i I,,,, ief l," �Ij, I: ;.0 0 r I j R roll 1is, tstttfjlji, Itit _rt ii:l, phuh);Rtoz 4- [I,:1:^ "; ttm stiffal ti� d-fx,rjxlcl� w0i !R>VI 9 RA C K ETS fo�s t. , ,,1 jnr k. -A f I'-, f�t7 Iq[I I ia d F (#afPa gee -,T 'i, �'jund to 4�, it., fr,fol, 1, x AN FPC", atiTi. illuf mF_*Et-t,, -0 Single ,.F:1 3f i'd I �ix[ ii �._f g1jr.- o4,� A 0130- It it C, u, I ivn iti- I I I La a d 4 �ru I n j P t po fir tr-e r. il: - `ic,,i llfrst i�; tid ,01 SO FINISHES . .. . ....TNTFD L T�e I r iiflit'i-j )id L jiuxa"r-rd -D III�Iaqr �;Jserilsl r.K Ill' NoW House Sidi Shi Oil a 6d s to rOijore EPA COnIsxg, tnt", PHOTOMETRICS - a witnitl1tsi-Indush ies. coin fi)t ---------- IPS t t 4 ,14 .`18 -s FIMM ri'lia f,lh Ing f CHALLENGER' LUMINAIRE ORDERING INFORMATION Mz ruftwt RIX fAid� VIP- I`Udiirlilp Phil% 00f: FlOf t'Ah . smig,. StAl - S;ilill vtqd". hittUK7, 5gy,l CHV 5 1000 MHR CT MT MSV All� "AO'l IWINVA ,U-ttVlt EXAt,911 OF A 11YPICAl, OADUi 7111 tiftla littisle, :Aa,;, 1 tri rp� 40) Wall 0 Ea I_D,mlil li r"_ Ell I, 1 �50, 4(41 vtallt A Atl wwjjl'l, r4lif, 'till f li 'jsj 3 i7ti, o Ii W, tkhli? L9 13 'xill"I lit I-; pgs�,p oil tt I Mi'loile liq tt': sla3 of it"I,in 19 t i3iong., x"I V Mill I,lrl i:Mti, ru IxIii, w, an N Irtl l;Fzlrollz H 0NOW a6, 0 -3 fqi�iql i� r3() i F'SMA-PlIl",;laq mplitif 11.11m. f lj;lti:ttiac ],:I .. .. . ....... . Inj PI40 0"i "'Alt DiE,"; Ito 1,10-1 fil-fi fil1ll,14 flabIt fll I i(XII Fill)�I. §0,5� 341_1�; . . ........ . .. air t AI 41,kl in'll DU) 100 NO - M,!IIll HAJile i"I ,iAA(l1Q,,1x1 qr;PsrI ti 41f; 0 i2�' '12`0 ',?,vat ot 'i", ji,A3 j g" pt!,, lvjrl Sfi:tlwi Mz ruftwt RIX fAid� VIP- I`Udiirlilp Phil% 00f: FlOf t'Ah . smig,. StAl - S;ilill vtqd". hittUK7, 5gy,l ==*I - ROTATED REFLECTOR NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. CHALLENGER CHALLENGER WALL SCONCE => X`- EXAMPLE OF DIRECTIONAL ARROW I=> TH 0 SCOTT R. COLLINSX ,C-) Lic. No. 035791,1 1�0�Als��IOXAL CHV 5 1000 MHR CT MT MSV EXAt,911 OF A 11YPICAl, OADUi 7111 0 t ! lap ii1%Ir111 'till f li 'jsj 3 i7ti, o IQ L9 13 'xill"I lit I-; pgs�,p oil tt I Mi'loile liq tt': sla3 of it"I,in 19 t i3iong., x"I V Mill I,lrl i:Mti, ru IxIii, N "d Nztinbtr l;Fzlrollz RliL t �V ll"Alr �iT CRIVIA .. .. . ....... . Inj PI40 FKlraxSwill!, i DiE,"; Ito 1,10-1 fil-fi fil1ll,14 flabIt fll I i(XII Fill)�I. §0,5� 341_1�; . . ........ . .. A.:� utitm,61 Aint DU) t:lZlJ,, 70A ti 41f; 0 i2�' '12`0 ',?,vat ot 'i", ji,A3 j g" pt!,, n7 CDO TYPE it lyn at AND 1 s FORWARII MOW li'liEfflill'O, 0� W U) ==*I - ROTATED REFLECTOR NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. CHALLENGER CHALLENGER WALL SCONCE => X`- EXAMPLE OF DIRECTIONAL ARROW I=> TH 0 SCOTT R. COLLINSX ,C-) Lic. No. 035791,1 1�0�Als��IOXAL ICY) 7111 0 P-1 L9 z DU) 0 CDO 0� W U) CL W < LLJ > A__ LLJ z U) LLJ L_LTC: Cf) Z 0 Un < LLJ 0 0 O 0 0 z (D O'E I_ 3: 0- (1> U Q) Q) x (D 0 LU 0 E :3 0 U1) 0 C) Lij 0 W;7P z Uj (D z - 0 U� L" U) o < U) _j c _j 0 0 0 C) o0 0 o 0 LL_ LL_ :D LLJ < 0 0 x 1�_- LLJ -C CD 0 LU (D 0 C) 0 -0 Co U LU In U. LLJ 0 Li'_ LU E 0 JOB NO. 162123 > SCALE 111=20' to SHEET NO. 6o Q) (n Fes- 3 Q) U 0 Q L 7 Q T L O a Q) U 7 ry —Y J U �J Z ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOI). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) T - 1 -/'1 V I V1 V" CONCRETE SIDEWALK NO SCALE 2" SM -9.5A SURFACE COI '8" COMPACTE BASE COURSI 'COMPACTED SUBGRADE ASPHALT PAVING - PARKING DRIVE AISLE NO SCALE ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). CONCRETE TO BE A3 IF CAST IN PLACE, 4,000 PSI IF PERCAST 4 " Min. 4 "�TDP OF CURB 2" R a 6r,'° 6" e p d a 13" a14* d . .'a° ed d pd '. o 4" MIN. r ovww' VDOT #57, #68 OR #78 6" 6" STONE BASE UNDER CURB. STANDARD CG -2 NO SCALE '2" SM -9.5A SURFACE COURSE '6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A 6„ 1_ 6„ 21 STANDARD CG -6 CURB & GUTTER NO SCALE COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE Cl�',t,,*NTECH' ENGINEERED 50LUTIONS Ek-tenticn-criniitratknSystL-m [*signer Stem t7ewAptlon: APPk*ft Created: • i'�Icdil�ed: System Selection mrtlr3n: Structural Backfill Detail S'tdrtic Pldtuilt3�: 1Mifth.�4t E rde: Pl Width 341$iie�: Bebwplpe: Calculations �.Inlrl CH P Fcx%PrlRt (LxV0 Lxngh PerBerrol: Length For Heaftr. Plpw steargir: 5+trvctaralt9 ■ekll ILS �urxa�e: ikL>AI Saanpr PMN"; Por=rt Of Req utats map: 'Pbtul C MP kwow: Approdmom CMP Pkm Ornt; Appy aldmate Oouping0anda: Appnadmift 1lrucWoWs: Structural wM ll: Pawmentwt mm: RsmalningBackrill lb Pomment 7" GR -2, 2A X 27Y4" MIN - 28Y4" AJAX HAIL HEIGHT a' 3'4/2 3'-rY:" j3' 111° TMfi` x GR -2 GR -2A 16'-3" POST SPACING) 1a"-11ra° POS -1 SFACINGGi OAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES: GLIAR£RdAL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF A1'A7 AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 5(77.75, x OPTIONAL GR -2A METHOD x OPTIONAL GR -2A METHOD USING NESTER RAIL USING ADDITIONAL FOR DET AILS OF RAL ELEMENT. RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS, 601,01 A.ND 501,02, x WHEN NESTED RAIL OR .ADDITIONAL RAIL IS PLACED ON BACK OF POST RAI'. ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR G€ -2A THE POST SPACING WILL 6E 6'-3"• BETWEEN 5 FEET ANC 150 FEET. ALL C,1J.ARDRAtL POST'S SHALL BE SET" PLLM13. P T 5HALL FLARE RATES _ NOT BE SET WITH A VARIATION OF' MORE -THAN ,�" PER FOOT FROM VERTICAL. W -BEAM. BLACKOUTS, AND POSTS SHALL HE DESIGN INSIDE BEYOND SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER EED SHY LINE SHY LINE' SECTION 505 OF THE SPECIFICATIONS, SKY ALL GR -2 AND GR -2A PAIL SItALL BE MANTAINED AT A MPH LINE FLARE FLARE HEIGHT OF 27}<'° MIN - 28 :' MADS AS MEASURED PER L$ RATE RATE STANDARO GR -INS, 70 9' 311=3 150 +k ALL W -SCAM RAILS SHALL BE LAPPED IN TIHE DIRECTION OF 60 8' 2611 14;1 VEHICULAR TRAVEL. FOR THE FINISHED ROADWAY. THE OPTIONAL GR -2A METHODS OF NESTM THE RAI. OR USE 54 6.5 21.1 OF AN ADDITIONAL RAIL ON THE; BACK OF THE POST FOR STANDARD GR -2A SHALLBE APPROVED BY THE ENG14EER 44 5' 16=1 B%H +IL PRIOR FO INSTALLATION, 30 _4' __.'.3-9. __71 AL * Su0CFS7E0 MAXIMUM FLARE RATE FOR SEMI-RIGID BARRIER SYSTEMS, 1'1QQT A COPY OF THE ORIGINAL SEALED AND SIGNIEp DRAWING IS ON FILE IN THE C'FNTRAsL OFFICE, SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFEREE SHEET I OF 2 RFVilON ®ATE (STRONG POST SYSTEM) sus 501.44 f?Br'14 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT 1157,1168, OR 1178 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 1+J 9 4:34 �r 0 cc 2 y 22 cy 1 l cy ( IN FEET ) 1 inch = 50 ft. 20 200 NOTE: HANDRAIL REQUIRED ON ALL WALLS WITH A HEIGHT OF WOR GREATER I" Ice STR:24 UNDERGROUND DETENTION MH TP=404.00 410 INV IN: 396.5o TO 26 PROPOSED GRADE (TYP.) STR:26 VDOT STD. DI -3C (L=14') TP 403.67 405 INV OUT 397.67 TO 24 400 PROPOSED UNDERGROUND SWM DETENTION CENTER 395 400 EXISTING GRADE (TYP.) 15" CL Ill RCP 26.4.5 LF@4..4.2% -0+25 0+00 0+50 STR-26 - UNDERGROUND DETENTION Design Parameters 4'13 1 ff :4bIL111MC: 4,(Y.)0Cf Uride rgerundDe7enti nLlmltingLength: 75 ft Flow'Auto iJmhln ch: 2S ft Detention Solid CMP) Pimm n3'IM; Rigid Pav,,miLnt 017,EI21/20117 PaffiInmt Depth: 4 in 07 r 1 �r 2017 Fkmeht wd [depth: D in ^ Invert Depth; : ft Pipe De -Lail Detention; o CMP - ;olid -Wall 1101190riial: Steel ......... ................... Sh4lpe: Rou rid 420 O Sipe: „1,.1 in . _... .... ... _. .L S11.0 11 or.3 I1,- 11 d I 1 1 �u '16 inGNP: -00 TP=4o6.6o Pipe swkmg 30 in yin �h .aluminized Steel Type +(ALT2) 30 in LNbOuL SingieManifold 6 i ri O INV OUT: 399.19 TO 20 Draftbloard OK 415 N�~z SWAM= 67 w 20 ft 415 0 62 ft 2Q ft 11,111 ii 71 4044cf .:. 0cf EXISTING 4,044 cf v GRADE (TYP.) 206 ft : 1+J 9 4:34 �r 0 cc 2 y 22 cy 1 l cy ( IN FEET ) 1 inch = 50 ft. 20 200 NOTE: HANDRAIL REQUIRED ON ALL WALLS WITH A HEIGHT OF WOR GREATER I" Ice STR:24 UNDERGROUND DETENTION MH TP=404.00 410 INV IN: 396.5o TO 26 PROPOSED GRADE (TYP.) STR:26 VDOT STD. DI -3C (L=14') TP 403.67 405 INV OUT 397.67 TO 24 400 PROPOSED UNDERGROUND SWM DETENTION CENTER 395 400 EXISTING GRADE (TYP.) 15" CL Ill RCP 26.4.5 LF@4..4.2% -0+25 0+00 0+50 STR-26 - UNDERGROUND DETENTION n m 4 W LO rn rn E;i Ln ''*w 01 N o 0 i Itri It -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-28 -UNDERGROUND DETENTION � ITH 0� SCOTT R. COLLINSZ U Lie. No. 035791,E 1�0 ��SSTONAL Y�AG5W) 00 II U C? m C9 rI ^ X LU Q o o 0-) 420 O r, L ° 420 STR:22 VDOT STD. MH p o0 -00 TP=4o6.6o d- PROPOSED > C INV IN: 399.29 TO EX -10 g GRADE( TYP.) °N° O INV OUT: 399.19 TO 20 Q > 415 N�~z SWAM= CID 415 0 D O In EXISTING GRADE (TYP.) 410 I 0 z 414 STR:20 UNDERGROUND DETENTION MH N Q 'TP=405.65 INV IN: 396.5o TO 22 CL v w I P CL Iii RC U') 4o 5 1 F 4�+° 6 � ° 445 T/ X31 g Qo . IFI I z I {.� ! i � I (s Jf %j W 44©400 , �+ ' REEM \J PROPOSED UNDERGROUND a / U SWM DETENTION CENTER L9 W H W 15 CL III RCP 395 37.97 LF C 7.09% 11 H 395 n m 4 W LO rn rn E;i Ln ''*w 01 N o 0 i Itri It -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-28 -UNDERGROUND DETENTION � ITH 0� SCOTT R. COLLINSZ U Lie. No. 035791,E 1�0 ��SSTONAL Y�AG5W) z O � N L91 0-) N (� d- `r SWAM= CID D O In 0 Q 0 z ° N Q ° CL v w U') ob °z Qo � VI W z {.� ! VIW Z -° Lj-j (s Jf %j W CD ° W �+ ' REEM \J Z / U O O L9 W H W o I= H O �C 0 O z �Cn 0 o ° 0 U N Q z 0� O 3 Z 1 Q o - (D w U Y ) ° a x x z W 0 ° Uj r -i LL_ 0 E O o a W CT z W Z �Y W� W0 Z z F/-/ 0- 0 Z.- V 1 W U z J � Q ° J`) 0 ° 00 TO Q o0 a � � Q-2 ZD W �-0 U O x ° U W �y �� o ,r.� (0 LU � 0 6 No CD ~ Co U Lu 6i�LUL LL® a ° °J 0 ce LLJ v E 0- U) -0 0 JOB NO. 162123 ° O In N SCALE ° 0 � 1"= 50' ° SHEET NO. o- 0 0 t� 8 U, n 0 � I- 3