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HomeMy WebLinkAboutARB201700124 Plan - Submittal (First) 2017-11-21OWNER/DEVELOPER: FLOW COMPANIES z4zSPLAZA DRIVE VV|NSTON-SALEKA,N[27zo] CONTACT: MR. DON SPE|GHT PHONE:33G-76o'Sz-1z FAX:33S-r6o'7ooS ENGINEER: COLLINS ENGINEERING zooGARRETTSTREET, SUITE K [HARL(}TTESV|LLE,VA22goz CONTACT: MR. S[OTTCOLLINS PHONE:434-z93'37z9 TAX MAP NO: 07800'ou'oo'oi5Do&078ou'noon'oiSEo ZONING: HIGHWAY COMMERCIAL (HC)WITH ENTRANCE CORRIDOR OVERLAY USE: CAR DEALERSHIP N1A}(|MUK4 NUMBER [)FEMPLOYEES: zo TOTAL ACREAGE: z.35+/-AC. (TOTAL FOR 2PARCELS) IMPERVIOUS: z.2zAC. (TOTAL ' INCLUDING ADJACENT PARCEL PER SDP-aoo4-nooz7) ISLANDS: n.zoA[. OPEN SPACE: o.zoAC. PARKING SETBACK: 10' UTILITIES: AL8EMARLECOUNTY WATER AND SEWER ARE AVAILABLE ONTHE SITE. DRAINAGE DISTRICT: YNECHUNK[REEK WATERSHED: SOUTH FORK R|VANNARIVER RESERVOIR DRAINAGE: THIS SITE WILL DETAIN STORMWATER RUNOFF BASED ON THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWATER. THE WATER QUANTITY WILL BE ACHIEVED VIA THE USE OF AN UNDERGROUND DETENTION SYSTEM. THE WATER QUALITY WILL BE ACHIEVED THROUGH THE USE OFF|LTERAINLETS AND PURCHASE OFSTORMVVATERCREDITS. TOP(} & SURVEY: TDPOGRAPHY@ BOUNDARY INFORMATION PROVIDED BY KIRK H0GHES &A5SOC|ATES, SURVEYED |Nzuz3.UPDATED TOPOQAS8U|LTINFORMATION PROVIDED 8Y COMMONWEALTH LAND SURVEYING IN OCTOBER, 2017. PROPERTY WAS FIELD VERIFIED |N0[TOBER,2o27. DATUM: U5GS'NAD83 ' SETBACKS: FRONT 'zu'K4|N|K4UMAND 3o'M/0XIN|UM (SITE FRONTS 0NAPRINCIPAL ARTERIAL 'NOMAXIMUM BUILDING SETBACK) REAR 'NONE SIDE NONE PROPERTY USE: EXISTING USE: CAR DEALERSHIP PROPOSED USE: NEW 7,623SFCAR DEALERSHIP BUILDING BUILDING HEIGHT: zSTORY BUILDING (BUILDING SHALL NOT EXCEED 65') LAND USE: EXISTING (PARCEL 7O-i5E) PARKING & DRIVE AISLE = 3.8,570SF SIDEWALK =S6DSF OPEN SPACE 8'LANDSCAPE AREA =zo,88nSF PROPOSED (PARCEL 78-iSE) BUILDING =7,6z3SF(zS9t) SIDEWALK =2,4g35F(89) PARKING & DRIVE AISLE ~gx6S1SF(3z%) OPEN SPACE [6LANDSCAPE AREA =7,4S7SF(2S%) PARKING SCHEDULE: SEE SHEET 7FOR PARKING CALCULATIONS LANDSCAPING PLAN: SEE SHEET S LIGHTING PLAN: SEE SHEET PHASING: THE PROPOSED DEVELOPMENT WITH THIS SITE PLAN AMENDMENT SHALL 8E COMPLETED WITHIN (z)PHASE. PRESERVED/IVIANAGED 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 MANAGM ENT: THIS PLAN WILL COLLECT RUN-OFF AND CONTROL THE WATER QUANTITY WITH A NEW PROPOSED UNDERGROUND 5VV/NFACILITY. NUTRIENT CREDITS SHALL BE PURCHASED FOR ANY WATER QUALITY FOR THE PROPOSED IMPROVEMENTS. TRASH COLLECTION: EXISTING DUMPSTERONS|TE TRAFFIC ANALYSIS: |TETRIP GENERATION MANUAL, 8THEDITION (CODE 84z'NEW CAR SALES) TOTAL DAILY AVERAGE TRIPS =2S5VPO(zz7.5ENTER/1z7.SEXIT) WEEKDAY /\K4PEAK HOUR =z6VPH(12ENTER/4EXIT) WEEKDAY PMPEAK HOUR =azVPH(OENTER/z3EXIT) NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION {}FALL UNDERGROUND UTILITIES SHOWN ON PLACES IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OFANY UTILITY NOT SHOWN ONTHE PLANS. NOTE: COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. VVESHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. T_ k I$] 410,1TI M 9MI! k SITE PLAN AMENDMEN I ps INITIAL SITE PLAN SUBMISSION= RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA _ iL ROUTE 2rO 61m�m����o Ail 22901 VIRGIN LY OF FINE CARS SHEET LAYOUT SCALE: ���� U �� " � w _~ � ����v "������~ " � _ ���KJ ����T|���J�����|�T|MJ�� ����|�� |�lT ��U�-���T���Y� PORTION . .��." ��. EXISTING .."~� PARKING LOT, � RELATED ^-^� STORM ^�.~.,. �T�U�TU���G�|�Y�[���-��|/�r�T/�����K���R�F� �-----� _^ . .^~^~_ . ��.^"--, c� LANDSCAPING . �� ^^`- REMOVED. ^-^^' �������|��|�T �U||�|�� |�W�����|�J� ���|�J��� ."�_x" PARKING LOT, ^^��.^-`^/.~^�x LANDSCAPING, ^°.`^^.."��~�`- STRUCTURES, & UTILITIES BE INSTALLED. ED ��|�T|0�� U�JF������/�UN[� STORMWATER y�&����y���JT �^~._,...~^�^�,"�^^_.~~�..�°~�..`~^^.��.~...vvr�/^-.~.°^^.,^^~�^_."^_.". DETENTION FACU |TYTO BE REMOVED AND REPLACED. VICINITY MAP SCALE: �vv _~ ~�������v ~����K�U�. � — ^�Y�u�o� Sheet List Table Sheet Number SheetTitle I COVER 2 EXISTING CONDITIONS 3 SITE PLAN & UTILITIES 6 LIGHTING PLAN 7 DISPLAY PARKING CALCULATIONS 8 PROFILES & NOTES 8 TOTAL NUMBER (]FSHEETS ROADS -—_—_—_—_—_- EXISTING CULVERT EARTH DITCH CLLNE77 DRIVEWAY CULVERT /l DROP INLE76t STRUCTURE NO. BENCHMARK CURB CLEARING LIMITS CURB & GU7TE9 s k0�7S7AND�RD5��SYQN PROPOS1Z)P4N[Mf�/T -m� EC-JA DITCH ------ coo ------ EXISTING CONTOUR L�| DEPTH OFEC-JA DITCH 200 PROPOSED CONTOURCONTOURpq �-� 8C-2 0TCH 2*0.� �� PRQP�6£� SPOT 7RCDEND7ES TOPIBACK OF CURB �� TOP ( �"} DEPTH OF EC-2 DITCH�'- DENOTES APPROVALS DATE DEPARTMENTOF COMMUNITY DEVELOPMENT ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTIIORITY VIRGINIA DEPARMENTOF TRANSPORTATION HEALTH DEPARTMENT 11 T_ k I$] 410,1TI M 9MI! k SITE PLAN AMENDMEN I ps INITIAL SITE PLAN SUBMISSION= RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA _ iL ROUTE 2rO 61m�m����o Ail 22901 VIRGIN LY OF FINE CARS SHEET LAYOUT SCALE: ���� U �� " � w _~ � ����v "������~ " � _ ���KJ ����T|���J�����|�T|MJ�� ����|�� |�lT ��U�-���T���Y� PORTION . .��." ��. EXISTING .."~� PARKING LOT, � RELATED ^-^� STORM ^�.~.,. �T�U�TU���G�|�Y�[���-��|/�r�T/�����K���R�F� �-----� _^ . .^~^~_ . ��.^"--, c� LANDSCAPING . �� ^^`- REMOVED. ^-^^' �������|��|�T �U||�|�� |�W�����|�J� ���|�J��� ."�_x" PARKING LOT, ^^��.^-`^/.~^�x LANDSCAPING, ^°.`^^.."��~�`- STRUCTURES, & UTILITIES BE INSTALLED. ED ��|�T|0�� U�JF������/�UN[� STORMWATER y�&����y���JT �^~._,...~^�^�,"�^^_.~~�..�°~�..`~^^.��.~...vvr�/^-.~.°^^.,^^~�^_."^_.". DETENTION FACU |TYTO BE REMOVED AND REPLACED. VICINITY MAP SCALE: �vv _~ ~�������v ~����K�U�. � — ^�Y�u�o� Sheet List Table Sheet Number SheetTitle I COVER 2 EXISTING CONDITIONS 3 SITE PLAN & UTILITIES 6 LIGHTING PLAN 7 DISPLAY PARKING CALCULATIONS 8 PROFILES & NOTES 8 TOTAL NUMBER (]FSHEETS ROADS -—_—_—_—_—_- EXISTING CULVERT EARTH DITCH CLLNE77 DRIVEWAY CULVERT /l DROP INLE76t STRUCTURE NO. BENCHMARK CURB CLEARING LIMITS CURB & GU7TE9 s k0�7S7AND�RD5��SYQN PROPOS1Z)P4N[Mf�/T -m� EC-JA DITCH ------ coo ------ EXISTING CONTOUR L�| DEPTH OFEC-JA DITCH 200 PROPOSED CONTOURCONTOURpq �-� 8C-2 0TCH 2*0.� �� PRQP�6£� SPOT 7RCDEND7ES TOPIBACK OF CURB �� TOP ( �"} DEPTH OF EC-2 DITCH�'- DENOTES APPROVALS DATE DEPARTMENTOF COMMUNITY DEVELOPMENT ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTIIORITY VIRGINIA DEPARMENTOF TRANSPORTATION HEALTH DEPARTMENT 11 8 TOTAL NUMBER (]FSHEETS ROADS -—_—_—_—_—_- EXISTING CULVERT EARTH DITCH CLLNE77 DRIVEWAY CULVERT /l DROP INLE76t STRUCTURE NO. BENCHMARK CURB CLEARING LIMITS CURB & GU7TE9 s k0�7S7AND�RD5��SYQN PROPOS1Z)P4N[Mf�/T -m� EC-JA DITCH ------ coo ------ EXISTING CONTOUR L�| DEPTH OFEC-JA DITCH 200 PROPOSED CONTOURCONTOURpq �-� 8C-2 0TCH 2*0.� �� PRQP�6£� SPOT 7RCDEND7ES TOPIBACK OF CURB �� TOP ( �"} DEPTH OF EC-2 DITCH�'- DENOTES APPROVALS DATE DEPARTMENTOF COMMUNITY DEVELOPMENT ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTIIORITY VIRGINIA DEPARMENTOF TRANSPORTATION HEALTH DEPARTMENT 11 APPROVALS DATE DEPARTMENTOF COMMUNITY DEVELOPMENT ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTIIORITY VIRGINIA DEPARMENTOF TRANSPORTATION HEALTH DEPARTMENT 11 0-) L'u �� �� z | � 0 � On -0 CL � � �� ~ LU=� � 6 �� � _ �LLJ z �1_ m�e�m �� ~� �m �Z '- U) � �� o o � Ll w� LLj 0- �l .. �� 0 z » `�' � w �`�� � � � '0m 'LijE'� � o C) mm Ll z �_ �0 U) �� w� � �� �� `^ in �� u � cn � .~ uu =j L_ U_ � Ll _ D 0 L1 �� (-) -~ �0 o � - _�- �� � coUj rn LL_E� �Q) �E ~0 30B NO. 162123 � 0 �� > SCALE AS SHOWN m' SHEET NO. Countv mAl^ettimte Comseuvtitlin I'lartchecklist-rvbe placed mmc^ndscape Plans 4H.lnwm4mrm-2S4'1zz-297 fru,��m,s�w��o�� 03 W Location and typovrpmtcou,otc^m,g' 0 Grade olfao euoqwiri*gtrc!.�,ivxu*vrmm,; U zio pos�uumwiiqaaIninlicling b,�yond/he hinit^of c1cefiliII o' E� All ve*^,^b*`ovoushall uaoiank"mwauniln,o,riobowataheight cleadxvioiblamovmp'`eut ope`vwv& ��m^�°am��ouu°oiu�,u/o�w��w�^r�uo^o�n�nu*,/vuuo�om,m,no»racw��m,n~umo 0 7�re"puest^ x^"u"uu»meu*"auu;lzime^ap|i/wr",ie°=u°iufue:"un* .um.�'e. 4. � Heavy epipment,,elliculiir ilaffinmxIlstorage wil^11al|not beperiated wohin thearipfinesnfnek% toucsrco� a. «' Fire: .0 Vire, tire n^,Pfi-Itumed,auuomufeet ^f t lieuriyliti c of n-fie^mbe,av ed. Toxic Niaterials.. El Toxic matenu 'shalloot bf, stotmwithiu /00mwofthe urir|mooftrecawhesavtNi, S. protectiye Fencing: W� Trees muofL�tai/euv.Illi/^ofeet orupropsw/utli\di,g,vrgractir uoovi�,hall Ipicumled bvnaici oe D� Fejiccm,owUuuiuplace hvan»ei�u#and pmrovnah/a'C"*unty/nv»edo.pdmrwm^di"nu,m"st^ucum.. 9. 0] nbenm* ground'level rritxit,nuseuw/uu^g*uifipliroof^,m^,o*`sm*d,*xn*°cI}shal|o^no^imduouuc,:mstoouuudetail __ -- _ '--____- '~ - �--� -- -- --- Plant '� List J- .� ---- - '`�` �^ � �l �l � | | c� | . ... . �_... . / Abb. | Scientific Name | Common Name | sue | con ` � \ ' \ / / / ' ASPHALT � / ~- -�-�/N _- ' CANOP QUANTITY QUANTITY QUANTITY CANOPY TREES AG Amalanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 8'ht. 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 IVIS Magnolia soulangiana Saucer Magnolia (Jane) 8'ht. min 145 2 2 290 PA Platanus acerifolia London Planetree 3-1/2" cal Strong central leader 479 6 1 7 3,353 LA iZel ova serrata "green vase" Green Vase Zelkova 13-1/2" cal 443 1 4 1 3 1 7 3,101 SHRUBS FG Fothergilla gardenii Dwarf Fathergilla 5 gal. Minimum 36" height 3 13 13 39 HI Harnamelis x intermedia'Arnold's Promise' Arnold's Promise Witchhazel 5 gal. Minimum 36" height 77 14 14 1,078 Ic flex cornuta 'Carissa' Carissa Holly 5 gal. Minimum 36" height 14 74 74 1,036 is Ilex glabra 'Shamrock' Dwarf Inkberry Holly 18"-24" 11 25 25 275 ------~Jm�_-EX'ZELKOVA `CANOPY CALCULATION if / TREE / A5p A, 1TOTAL SITE AREA: Ai / ,' w� \ /' � � TREE CANOPY REQUIRED (10%): il -~- PROPOSED PLANTING CANOPY: . 'if ~~ ~~ -~'' \ / EX N �� \ / \ cf/ - INTERIOR CANOPY CALCULATION �pli",m"CANOPY REQUIRED (5%): 0.07 AC 3,000 SF °"��°� TOTAL PAVED AREA: 1.37 AC 60,013 SF L1 Wheoxm must be; ^ooreuxaxuthe urip/lie ^mmwwemoo4umuomall slvu/uupm.uud aiu L^v,ns^npu°"umai/ 9,221 SF ( \ ' �b."/'^�a,,�=~°/ ' r^vrv��u �mvur/ nn � whev /m�m wno�a���k*�,ou�o~wmuu°�*�""��nwo,�°u&`o's*mpn*��m�"��no~.mx��mx�w�mzr,o�,��s� ^ �, ... _ v*L», / PARKING CALCULATION: uo. ' �� rm�*^, wneum"ma|o*nm/p*u*m"owm'�wu`g'u*owm"�wv /'' PARKING LOT TREES REQUIRED: 1O if \` �/ - PROPOSED: 22 m' '.� muiuzmuu.m,o*u�o`*�m�v�^v�uuu"�uxyu���+���� a3PHALT - STREET TREE CALCULATION: xw�ou,/TmzoEDEVELOPER'S aswromms/nuzrnzcom�mx`ao11rHEcoNrRAcrmoomTREE oomm���xz�om K_ ~��r-- � ' / ___-_��� \ ` BOXWOOD-.^'__- / nE0u/uumomzn. �--- ,�A[�U��� STREET TREES REQUIRED: 1 TREE/ 35 FT OF PLANTER FRONTAGE _- ^y� � ~",~ � EX o` \ 7- LENGTH O PLANTERS ALONG FRONTAGE = 240 L.F. '` ''`^-^- \ / 240 L.F. / 35 FT 7 STREET TREES REQUIRED PROPOSED: 7 STREET TREES PROVIDEDOWNER SIGNA31JRL (DATE) , \ / � /HOLLY SHRUBS ' --�' \ � NOTES: uy*� ^ \ �--- / ` 0 '' --- __---- / ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO -------���0`�r� | / / U ^) \ (� � U / o ` J/ m/ ' U � [-7 / /' -----` �T - - \ \ \flit REACH AND MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF \ , \ \ ' / / � \ \ ' \ ` � ' ` \ � - ` \ � , {����� _____- 4 '��--- ---_ _____� MINIMA^Y TO SUPPORT THE OVERALL HEALTH OF ~-�~THE T�' �� ~---~-~ -~' _ __ \ / P[ANTLLD L >' `E� ~�- -- -- - '-- ~ -- - --�-'--- LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF / / U c=� THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES THE ZONING vxmm*nUL /v rm` /r1L mILUaxvc waum- III or /nc EX ZELKOVA TREE PR0POSED USE, INCLUDING BUT NOT LIMITED TO THE USE Or LARGER CALIPER TREE3, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING ISLANDS EX BOXWOOD SHRUBS EX SERVICEBERRY GENERAL LANDSCAPE REQUIREMENTS: SHRUBS 1SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TINES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. 'EX OAK TREE 2� LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW OY ARCHITECT PRIOR TO START OF PLANTING. E/\ IZELKOVA TREE TREE 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS SHOWN OR on SCHEDULED, CONFORMING TO ANSI Z00.1 ^AMER|CAN STANDARD FOR NURSERY EX HOLLY SHRUBS EX MAGNOLIA fL �ToCK'' ro� �UAP[ AND QUALITY. 4. FURNISH BALLED AND BURLAPPED (B&B) 3HRUBS, EXCEPT CONTAINER -GROWN PLANTS MAY BE FURN|SHED IF INDICATED SIZE IS BELOW LIMIT ESTABLISHED IN ftam ANSI Z001. ' 5� FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT ' POTS. / 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTILFINAL ACCEPTANCE. 1 AG 7. WARRANTY PLANTSSHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINSTDEATM AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S Ab CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 8. PROVIDE TOPSOIL TO | AS AVAILABLE FOR REUSE AT SITE. PROVED CLEAN FERTILE, FR|ABLE, NATURAL LOAM OBTAINED \ FROM A LOCAL, WELL DRAINED SOURCE. 9PROVIDE FERTIL|ZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (F5 D-P-160) WITH TOPSOIL IN THE RA�O OF 1�J FOR U�E |N PLAN�NGFO� �A3|5 OF �bANT|�� A�5U�� - TOPSOIL WHICH HAS NOT BEEN STRIPPED IS 4^ IN DEPTH. 10. FERTILIZE TOPSOIL FOR PLANTING TREE5, SHRUBS AND GROUND COVER WITH A 5-1O-5 O% PHOSPHORUS AND 5% COMMERCIAL ^ - FER�L|ZE� APPLIED AND MIXED AT RATE OF NOT LESS THAN 025 LBSPER CU. FT. OFSOILAND HUMUS. 11 FERTILIZE TOPSOIL FOR PLANTING GRASS YMTM A HIGH -NITROGEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2� POTASH AND SUFFICIENTN|TR0CEN |N 3U�C|ENT QUANTITY T0 SVPPLY NOT LESS THAN 1.0 UBS. OF _-- - -' ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. PLANTING SHRUBS: 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS OR CONTAINERS, -� - OR 1'-O^ WIDER THAN SPREAD OF ROOTS,AND 3'' DEEPER THAN REQUIRED FOR ffI-- '' ' - '' POSITIONING AT PROPER HEIGHT.LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS. BACKRLL AROUND PLANTS WITH K3P50 COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS fEX HOLLY TREES - LAYERS ARE PLACED. FORM GRADE SLIGHTLY D|SHED, AND BERMED AT EDGES OF EXCAVATION. APPLY 2^ MULCH OF PEAT,STRAW OR OTHER RECOGNIZED ORGANIC -----'---- ------ --- ___ PLANTING MULCH. lZi PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, SHAPE, NATURAL 3HAPTHIN '- - OUT STRUCTURE AND REMOVE NOT MORE THAN 15% OF BRANCHES. PLANTING GROUND COVER: 14. TILLSOIL TO DEPTH OF O^ IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. 15. LOOSEN 3UDGRAUE TO DEPTH OF 4^ IN AREAS WHERE TOPSOIL HAS BEEN 3T�|PPED AND SPREAD TOPSOIL T0 D[PTH O[ 4^' EXCEPT A3 OTHERWISE ST RIPPED, � . , 15� SPACE PLANTS 2-V. APART BOTH WAYS EXCEPT AS OTHERWISE INDICATED.DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACTBACKF|LL T0 ELIMINATE VO|D3, AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT .'/ WATER THOROUGHLY. APPLY Z^ MULCH OF SHREDDED HARDWOOD, BARK CHIPS, - ' PEAT, STRAWO� OTHER RECOGNIZED ORGANIC PLANTING MULCH ENTIRE ' PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. ` nc'�� l7� DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE� PROTECTIVE COVER FOR SEVERAL DAYS. - ,-' LANDSCAPE MAINTENANCE: 1�� 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 SHRUBS, PROTECTION FROM INSECTS AND |3EA3E5. FERTILIZING Z|N� ��SIMILAR OPERATIONS ICE ffRESS TREE '-` AS NEEDED T0 EN3URE NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT ' MATERIAL. EX CYP ����� TREES, --- TREES- �/^ / .`��~ � '. ` _HOLLY � EX TREES \ � EX PiLXNETRE�� _1SHRUBS ~-^ `~ '~' ^ '' '��� '^ ` EX SERVICEBERRY X PLANETRE `\�LAN��|NE\ [X/�PM ----- \ \ ' ��A��U���� =^ � SHRUBS ^`~=`~ REES `- ��� A[1U� ���� ��� � \ ) ) / ~��_�-----�- \ ' ` \ -'----� ---- ^-'^ ''~�L' ''^^-^- ' ' '�--`�-^-----� � ` � ` \ f C-) [- ^ � ~� [� �� z BREHM LLJ CL {_D C o W0-) 0 � u) CL � W < 0 6 `� ~- � � z _�1�� �� �� m RENEW _J ~� � m � -- _j �� o o b L9�_ LLJ w0 0 = �-) �. �s 0 z " � < � (� .~ X 0 =w � E 0 Ul -ij -C v o �� �� L1 nLjj 0 �� ", m2 _j 0 � �� �� u � h [� � o � L_ 0-� LLJ -D _�3 0 ° 0Uj �C) � _ ~�- �� � 00 U LU rn LLJ E� �_ 0 0 c 2 z -0i� (n- cl- SHEETNO. --�"�- 5a�� V.. V,V V­ V.V V.V 3i Z/ it, +0.0 40.0 ff ---- +oil +oil +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +oil 4al +oli +o,o +oIo +o,o +0io +0.0 +o,o +0,0 +oIo +0,0 +0.0 +0,0 'h +0, o t�o +0.0 +0.0 -lq.o -------- 0-.1 - +G. 11 - r _+0.1 +0Io To. o +0.0 .0 1 7/ - 7' NOTE: ALL EXISTING LIGHT FIXTURES AND LIGHT 0.2 2-7 X X QI +0,0 -+02 p .0 +0,1 +0.2 +0.1 02 :::1 "o +00 10 l+oo +0.0 +0,0 +O,P FOOTCANDLES HAVE BEEN FIELD VERIFIED. +oil +0,0 r + mlaii:;z x;;1 o ---------- AT 0) _0 Jf 4U.1 +0,0 +0,0 +0.0 -,o,o _`11., -1o.o +0,0 +0.1 +0. 1 Vi,' +oil -�i,i +bT.1 +013 +0.5,,_,,) l+ae +0A �,7'D,2 +10.2 WE t+0,'' +10A +0.1 +0, 6, -0, o + '----*0-.2 --+0-2 +02 +10,2 1� +o.i f of o +0�2� 2 to Max j t if ,;x � I . - I In Zz� io �i'+o -to _70.1 +02 - - + +13.3 +0.4 +10.4 +10.4 _�.4 +03 SiviAl:i, _I_REE`:t.o -",o +0.0 _+o.o +o,o +olo +0.0 +0, o: +0.3 +0.3 +0,3,,, +0.2 +0,4:i' +oil j Uj +0 +13.3 j +0,0 40' +0.0 +010 _,,�o Ulu 40.3 +0.3,,/ +0.5 *0.5 1 t +0.3 '*0.2 +10.3 ',10.3 +0. i+0 1, 7 -10,8 _b,5 +13 t11.8 + .4____ .,,+n, 4 +oIo f +0 2 -o'o o +0,0 EXISTING POLE LIGHT--ril . ... .. +0 t10 +0,0 'i +0, o -lq,o C6 +10.0 +o,i +02,�t.+0.7/ +0.6 +0,8 +0,7 +0,5 +03 +0.2 +10,4 +0.8 +1.8 +3.1 +510-- +62 +5.6 +6.6 +52 '+6,8 +63 F__­_1�ii lo, + - L +10,6 +0.1 +0,0 +0,0 +0.0 QlvQ - - -: .5 +1,7 1 It I tl Y., ")j' n, -9.6 +83 +ao +1 +0 6 0.1. 'fi, t 1 +0,3 +0.6 +1.7 ta +1.9 +17,- +33 +14.5 +15.8 +15.1 +10.6 +7.8 +5.2 +6.3 00 +o,o 40,0 i'l +0.0 +0.0 ;+o.o --+Q.4 +0.2 +10.4 +0.8 +8,8 +4,1 4, 4bio 0 �)Jio 1j,' 1+01 +018 +4,10 +�317 +2 +0. 6 2 +13.7 +10.8 +6,1 +6,2 +6,9 +8.2 +6.9 +5.1 42.9 -�+2,1 +1.2 q, 4§ +0.1 +0.0 +0,0 +0 +0.0 _4 If R, % H EXISTING WALL 1 lit It 4 4 4', -`0 -To-, +o,o_ `3 1, 5 +0,5 PAC LIGHTS 7. 7 +16.2 +9.6 5.6 +43 +5.8 +T0 +7.7 +6.0 -15" t,o -m- .+n-,o, +0.01 +0� +219 +6,9 1­_,; / I . 49 +11.1, :�:6 +4,8 ;2ji 9 +0.2 +0, 1 ;0,, A I it i hill fif I ; , 1 1 11 1 o i. - vi, 4,0o +0. q' il +0 jjjj� 1 +b,l +6.3 +4, -7 +10 A +in r- A 40to +0.0 +4IB -+1-43 9� +813 +1 -, a 1+ + +0,0 +o,o +0.0 +0 +0,0 +0lo +0,0 +0 +0.0 +0.0 +0,0 +0.0 +0.0 +0,0 1 +o +o,o +0.0 +0, o 4B.0 +0.0 -10.0 +0.0 +0.0 +0 Q 40.0 +010 +o.o +0.0 +0.0 +0.6 +10.0 +0.0 +o,o +0,0 +0.0 +0.� 4,0.0 +o,o +md 0 40.0 +0,0 +0 0! 40 i +0.0 +0�0 40 10 +0 +0.0 +0.0 +0.1 +0.0 -10.1 +oil -10 1+0.1 +0,1 +oil +0 it to.o -,oil +0.1 it +0. to +0.1 +0 , 1 +0. +0. -10.0 +0,0 +0.0 1 +0 +0 0 +0.0 +0.0 _10'o +o,o +0.0 -loll +o,b +o,o +olo +o,o' -10.0 +0.0 I +o,o -10, +o,o +0Io +0. o it +0.0 40.0 +0 II.6 'u,3 'U. t 10,0 +og fn 4 .0 '0 +0.2 +7.5 5,� +8,5 +10.9 +8.7 +5.5 +4.0 +3,0,,- +3.4 �7,1 +(? 5 t9 +1')'3 '9 +5 6 5 0.4 -+-oil +oIo +0.0 ;Or, 1 +4 5 +13,7 +9,6 +718 x o +1 4 �5 5 +6.8 +6.5 '1'9.' +1810 It +17.4 +15.6 +83 +4.9 6 +2.7 +5.2 +0.4 +(jil I+oil +10.0 +o,o tf z:ii L16HT +122 +8,0 +619 EXISTING POLE If+0. i +2,6 +33 +6.3 -1, l`6 +3.2 +02 +1 +olo +04 .0; 1+4.2 +18.7 +101 +8.9,, +5,3 9 tfif.0 +0.� +6.5 *15.1 +13.3 +1317 +7.2 7. t 2.7 11 -32 +3.3 +6.2 +4 t419 '63t 4*4. .2 4 6. +2.5 +0 +o,o +0,0 +0.0 ftj 6. --- -------- 1 +01, +16.9 +13.7 -,'5,4 +7.0 +5.4 +2,6 +0,0 + 2." +12.9 +7.2 +3,7 +2.9 +6.7 +6.5 6 *518 +22 +0.2 +01.0 +o,o 0.0 tft------- EXISTING POLE LIGHT t411 +5,6�,! _)A all +0 5 +12.7 +9.2 +6,1 -5A 1 +16-0 +8.4 +3.1 +23 +4.0 +7.4 +6.5 ­11 01a 17 3 `+19 +0.3 +0.1 +0.0 +o,o TS EXISTING POLE LIGH f4 f+ +6.7 +4.� -t2t3l +0.3 +0.1- +�7,5 +15.4 +8.3 +310 L3 +4.0 +63 +7.5 +82', +10.2 +0.0 +o'o _10.0 +0 i,o 10! il"Vi 1; +014 ---+12i8- +85 f1 t+ ;o +1-5-1- '13.1 +9,7 +7.9 +4i-3 V4 +012 +8,8 +6.0 +3.6', +2.8 +4.0 +5.4 +7.5 +9 +77 +07 +0.2 +0.1 +0.0 +10.0 +b'o LIMITS OF fEXISTING WALL PROJECTAREA 6 8. �'O\.3 \1 +01 +00 +0,0 10 4D jjrl� +6.1 15 PAC LIGHTS +29 +3.8 +3.2 +2.6 +23 +3.4 +3-P---- --+3.4- - - -,2,5 +0.0 -1p,o +17.6 14.7 .5 ftJim .5 9 +3.6 +3.0 +1.2 +1 +10,2� V+b 1 +o.o +0.0 +0.0 TS 11 7 +014 as - _ - !*I# ? . 11-1 1 i Ift I I "11.1 +7,7 4,'5.7 W3 an' 0 -0.1 4.5 i+0.0 5 i+E3,7 +12.8 4,1i� '14.8 �'153 7 `�+�o 5 + +4.7 ;+ +3 +3 �4 +1 _LF .+4.1 +12.1 u 1 +01 +o,o +o,o +0.0 mom, 4,2 4.9 + +0.4 +6 2 +5.8 �3 7l! +2.0\� +1.4 to'' 2 \+o.i +0.0 4b-;o +o,o �0.0 11 '13A 1 +0,2 +0,7 +1.2 +912 .9 7. .7 +0 4.3 4,� 0 +03 +016 --'L3- t1,2 +01A +01`1 +oio +0.0 +oo +o.o f Y_.� +78 +15;5 :+6 5 +45' . +331 t4t.3'�_ +4,4 '11'.0 tL2 4,0 +721 +7.0. 71 +5.1 +811 +8 �t +8 +18.4 +12.), .1 +10,2 +4.2 4 +1 ;--C3. +2-2 +1;0'' D �5 +1`03� +012 +0.1 10,121 618 +0.0 IfLOCATION OF R CICATED 3.7 POLE LIGHTS + t+ +5 173 + 14 _1� t 9 1 +6.2i +0.8 271 ..'s 7 21 +0-. 7 i +(0.4- btl,3 +oii� 10 :,:.+9' 4.7 +1,3 t...... .... T.. .......... 11 1 f`13.4 1- +1.1 i`5-i6' +4 �7 1 1: 1 -1 -'b.p 1 5t6 + 2 +15IB �+i +04 10 1+0.0 14 EXISTINI POLE LIGHT �7 67 1,9� 413.1 +119: 4 +10.8 +G-,3 1 '10 3 1 +02 +0.2 +oil +0.1 +0.1 +0.0 4 +0.4 itI& A 2 1+0.4' +0.5 9, F :+7.,81:: :+lob: +8.4 10 3 1 +0,2 +0.1 +0,1 +0.1 +o,o +0.0 �tlo'l �:+10'j + It4 +i,o t6 8 47J +8.1 "32 -,j;+(0.4 +02 +oil +oij. +0.0 +0,0 +0,0 1 lit *6,4 +�Q;: OP'R5LbCA POLE L IGHTS + 14 .3! + 4 +23 3 1 012 +A: A + +0,1 +oil +o,o +0.0 +0.0 tIf+4.6 41 i '�6 1 +0.4 + +2.2 '4 8 +C) +�l +0.1 +oil +o,o 0.0 0.0 + tL 2.0 + A, +0.5 + 1'21 +42 "7 1. _`13 9 '+14 '55 2 +02 +0.1 +0.1 +0.0 +oto +0,0 +0,0 -b LOCATION IOF RELOCATED fifPOLE LIGH7 + 1i+1 o 41,7: +10 3' +Tj -+6-.8 14 0 +C).1 +0,1� +0.0 +0.0 +0.0 +0.0 +0.0 cor - -------- ------ - - ­-- 4,:4 �jl 0 +1.7 1.6 '15 14 +L4 +1,5 15 +1.5 +1.6 '2.2 '3 +0 +0.1 +010 +oIo +10.0 +0.0 +o,o It6 4 '5A _'B7 '2.5 '4.2 I 116 tt 4 41.9 4 +7 +oU +0.0 +0.0 +oio +o.o +o.o +03 +03 to "3.3 2.0 2.0 ti +1.3 +1.l4 +1.2 +1.1 +1.0 +1.0 +1.1 +12 +1.6 +2.4 +2.1 +1-1 +4.4 +2A +1.1 +0.4 '01 +0 0 +0),1 11IR I I MIT, 1 001.11 1 M- W6 al IF +oto +o,o +0.0 +0.0 +o,o +oIo +0)Io 0 To, 0; IP I "o.im I tomm 1 1+11" 1 1 +P" 1 1 1 1W 1 1 SM 1 1 .41 1 .4 1 1 4 -lao +oIo +0,0 +0.0 ii t-, v, to, o +0,1 +oil +0,3 +0.3 +0.3 +0.4 +0,4 i��' +0.4 -2- rt�� 4b- 1 0.2 +0.2 +0.1 +oil +0.1 -10.1 + 0.1 +0.0 +13.0 _10,01 +oio +o.o +0),o �+o +0.0 +o,o +0,0 _$!��l +0.0 +0,0 +0.0 1 -0.0 +0.0 +o.o i4 +b;o! b.o +0.1 +0.1 +10.2 +0.3 +0.3 +0,3 +0.1 +0.1 +0.1 +oil +oil +oil +0.0 +o,o +0,0 +o,o +o,o -Vo +0.0 +oIo +o,o +0,0 +0 'l,+0),o +oo +oo +0.0 +o,o + .0 0 +O,o 1 +0.0 +0.0 +0.0 o.1, it o 'o +0io +0.1 +0.1 +oil +0.2 +0,2 +0.2 +011 +o,:l +o,,o-,,-- ---+olo- +0 0 +00 +1 Oil, V _4t�Ui,, +0,0 1,10,0 +oo +0,0 +0,0 +0,0 +0,01,11.1 +0),o +o,o +o,o +o,o +0.0 + 1 0 +0.0 +0,0 +0.0 +0.0 J H, + 010, 0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.2 +0.1 +01 +01 1 1 KI 171 T 171 At I I PKI 17 IZ r'1­110 TUC- DDnDnvc-,n I Tr_UT C-TVTH0C--C1 CIUAI I lor- T'l +0,0 +0.0 +oIo +0.0 +0. of I I +0.o fi_,I)_7b +0.0 +0.0 1 1 +0.0 +0 +0 +0,10 4 I " t 4n in +0,0 1+o,o +0.0 +o.o it.oli !, +6.d "I �ilo,b +o,o +0.0 +0.0 +00 +00 +01 +01 +01 i 11 +0,0 110.0 +0.0 41 .Vo -0,0 11 +0 1 0 i),S) +0io +0,0 F 4Dio f f 4"0.0 -lo 40.0 .0 +0.0 1 4b,-"O� +06 to.0,1 +0.0 +0.0 -10.0 +0.0 -10.0 40.0 40.0 +0.0 +0.0 V 40,0 -loo +010 _1010 Im ot I +0,b, Ir, -tip -ct:, ;,1 +0,0 +0.0 +0Io +010 +0,0 +0.0 -10,0 +0.0 +0,0 A I LLNN I U LINSURE r ULL_ Cu I -ur r INITIAL FOOTICANDLE LEVELS AT GRADE. Sto.tisticiciA Areo. Summory Lc.bet Avg M0.x Min Avg/Min McLx/Min INSIDE LOT 8.35 18.7 oll 83,50 283.00 ALL 18' POLES TO BE MOUNTED ON CONRETE PEDESTALS 2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT of 20'. LumincLire Schedute Symbot Qty L(xioeL Arrangement Lumens LLF Description Watts 2 A D180 ROTATED 40000 1.000 CHH-FT-400-PSMH-F-HSS-18 458 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 CSALP 40-2030-50 CSA 400 P I 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. CHALLENGERO WALL SCONCE HOUSING- Tli-o flilr9okin(Irtg lordi,ititit AJrf[­_ti:,;tteI fir -la WALL MOD MI - A sIM wrivd�al wall niviijiflifu libille, extily fixtorts dirtIfAllitl Ali LF1511A ga�(Ptjs 5uliplild IxKia,�lr Ole [flu parl;ffon W)flitiTt �10M&o3 ohiiakiii The ov, fliv toll'A"Irsal plat, if'Ifilits Ilic fixtut to Ife Ill fit'd it] III, Wfittilifirt'i pu5ifion fli"tial for daltv koali ofts) or dkWariligliting DOOR FRAME - Life alfinowilin foot fitate ?ilh two skilif,,S��s Steel Uleff, lastal AllivA 0�wj the tal Im A fil re, Piece ift(k tiold �jk)-fl le gfeilf�,,t :;,iialls the, will) PpFfif owlifirfl, 1!l SN-lilaid- An olgil)(jall piotyoaitloika W, i� avaiLit)'I'll (till mv.l Conlfxiet t rrxti 1fis, SOCKETS - HID basu, fit NSfrjj!j 01HI,,, rild fliewill liaso for the, blex"litirl) fixilirI, 40 pirise oitNil The Cifmjf�til,,l FILloreSi ItAin LIGHT SOURCE$- Rtd,, RtduLcd,*ltifll1;AdTi, MAWHaII Redoitad, High jw�q, exutfi-. ifir firt"le CiallI RlOruw�ltit laflif& LfIritt, -141D(d,w. shipped fifi�wkd), fillid Cir.iFpad I stillpedifil BALLASTSIELECTRICAL COM PONENTS - 16driflai ,matimeift mit Woq- nounilid ill Wit"ll and pfo,,irifld vah It'Alli ,Ptcma�lt "Aledil exIiindoot title 1his Oeirinlry ol 17 E oft"'i ollist, Aid MUSITIM, irm 11-le if)frni Trw notal iff iffillo IN Wife 11) n4fe, HultresiTnt If*cLs,%e, Flea aflo; ULII Vollallpit (1 ?62 jirV, ftijo,".IE14 4# ',AN j,':0jz), ulf ii-orth). CkIniffiLij F1Tjt1,is-xf.t 11E illworsal G oritioliVipitrifig Mtn! hit firtilltipQ A a C D E wdl;lls buildirig Iviling ailikoK aird (Avffitily SIflrwrs. AVOW(', hflt�'j V� 120 fr2 7 fivol We 51vitic vill III fZ�F fattij 51w iijitj jI If iilit If fcir - ----- ---- allittolut IIA uw ift ufada EMERGENCY OPERATION - A lmiiq,,f fif irderit emertleaq;i f0fiIns W weinfltIr "Al I ib Sakt� Dxjds� "i'mi miql1fre akena Me path Elnertor4 Om 6 qilifai,� arc, offe-Tod on H fl) unit,,- (�Ill for r, itit or 0I 12 vfa t wwal" lot use imil 1p 10 35 Wall fliflotilt TtorTl,(I;,I titfav*tIo on follit UnNalital Mounting, Plate FIEFLEfTORSITHSTRIBUTION PATTERNS - Iryrvmtd Ittw Iff-TAI itod III jitu ilr-*�atth m I Itall, NI ae 11 flil fri 4 Alai" a-, il'Artel LJ FINISHES- 117,1011 PidluSis IrilWiiadwilli I-S"s fnil4rila, ffit PHOTOMETRIC& - flinse �,dm� our It,,e4t, at fmilw %,F. S vof . ...... . .................. ........ . .. . .... .... . . CHALLENGER®R WALL SCONCE LUMINAIRE ORDERING HlIFOHNIATION ""'Mi"; 1 3- I'll , tw4fi lialo, it, rifaLlwi-f i IT - ronvard I lefow 01 �0, lou, 17 1), ,irftfi "'fj7 cll.-Cortlifilltiltel, sc 4iT i, V ?!,,I I �;illqfa ­i.%, V, 4! Willi Ul'i - (flimp"d flealli'xtillt f Ile I F&t F yT f Valt GHWIA poi�ei5ikrl TAI fiiiiaff F flaI(J'af l!Ivi) IM 1,20 WAI 203 Thtiiw os"olill ILI H.Iill 4011'Ala if 2rf yfill! hwlal WNINI :1117 4-10 0 41A YULti Ai t4tiollf,elic", i HP13 liLhFTef�,,Ife6'IditjiI 00 UE UmImflit FLl; - Hal cli-li JoVii'llil C11-1 Coll, irl 1 �4tt 1 � 16- u PP. CHWS 3 175 M H F 120 BRZ SOT ji'14-4i fll,faI (TIO(ole F, l3fialun EXAMPLE OF A TYPIGALORDER L OMA i�1.1�,��,�,�li""I'�ip.��l�rt�.�,�l,,h-1,�""-,.-�l"-,-� I N 0 Ii fir Of W, I Lai I'l, to i I t, P 11, -,J If �i I I I. Ill k,,I I it Pr 0 4, 1 r, t r't 1 1 i i I U fl? 4 C� thi, ITC, fif I gr� 'i a 111 clt. f I, I, k, tw,l bArm �r P sf*i L"fil Starlit tf,'Kvm fk�;l iFi-ifil'. loll-,ti i4k I (f"Id, fao t"filftin Q opealita 12U, "'veitt, LJU wri? G CT 1. UoI C�,00 b� f.elA BE; - ('11, gallote W tfil .!l, waa""�"lityj -toreigit _�klaDi Ift ll;fuji -I wilf, qj.,tlol Min', paitill il t;;;' f" il, A, . I "I'N Fir, fl1i", vl� fl, vff,33, rail "li �4,I il"lititak wpltfl2r, Q1 LIS qjil�4,4,f, I, b", ? "7 liff'A ol+II It j I Ii 1, "iII �it ii ol 110A., �10 Wool 1.1 1% Ittil viv JV64 lyi, Ullw, im TfikI to."t ("llfwar b(I 1W NIV,vift Mir, tit IJ, 3 it, LKI?U- 41�etj!_,ff -T - ------------------- f K' I V­ 31 _L A!� ------------- pf� _q� ... ..... . .... .. . .......... - -- - -- - --- --------- . ....... . f ff'97 OU lixifliI &lii R Nn 11clTd"I M 4� tifidIfIrl it:ix N FqqhqIifIW Itfiftlitf-ld all. MI�JWIMA ,ihIViA Jit)�, iiIA Litt Iiiowlt� JI!k ... ...... ... ........ ........... ... . ......... ... . ..... ..... ............ . L", CatalogII . . ... .... .. .... ......... .......... ...... .. - ---- ---- - - - __- av, a n AL, "i 11h I ---------- L639050 PRODUCT SPECIFICATIONS Product Family CSA 40 Title CSALP 40.2030.50, CSA 400 RECESSED DOWNL GFIT, 1XLED 300OK/50' CORV.INCL. Vendor LTS by SOLAVANTI Incloor/Outdoor Indoor Mounting CEIUNG RECESSED Product Number L639050 Product Description CSALP 4G.2030.50, CSA 400 RECESSED DOWNL GHT, 1XLED 300OKtSO. CONV.INCL. Dia 4.5 im X: . . . . ..... Input.Voltage 120 Volt . 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IP65 C H Z 4154!113�!� 1 101 till,' U, f 1'illix "r li-!� V4, Cati Jag 3 CHALLENIGER00' LUMINAIRE ORDERING INFORMATION Vertical Bell" 'no PsIl - poiIii,i-Soff 1,14ift i IAIWP `44 �t;l - o Il"Ift 3 Filp"I ill I '320 220, 4 fY), 750, � Otrif- if terl i , 1 TF� a 'I" ilkl,') l , 1 Fill- Forwad lhfrj�;q 4,1513 4 W IAI d I I offif lC�,fr 40) Wait Nifir", Tvffitill litit'Ie Wlot 5*444,1 fieflaw fiftimo gy o St I tjjjil,� no AFT 10'.0 lifill filit 0,*r Fr- faximM Tliulie I V0 ii2fj kIrle).N'l 1p" iffgfiitf� Wait i I Off) f4i Metal lf,*le C I - i N"al 2 -1), 4 fa`� 'Nuff iffirairi litil"R - Witil RAO, Pridecifil Gla&,� top) Illit lips - livJ11 littumarit" soff"llin af:il i t RPZ pho"i 141 Wall Tar" 1 RIX - Matt Illp- l'T're'lifil Pill, CHV 5 1000 MHR CT IVIT MSV PCH EXAMPLE OF A TYRCAL ORDER '41 Villa "Iltt P9,1II �I;14 �W I'll e "lif lift rif hiiaw, '4jp"t tII ON011 fri"', llifinj lo III% 5- Rif alk,41iiiialat vnie.p. filit"fif 111 to Q I & Nir-h"Jig rap I, ojai�, M*I a,FA j� poi�wjiad ju mivrifaq "Alf '4roitIf, 0 TYPE In Ann RAWAR4 THROW iTAINI i ... . ............. . . filliture ripe ------ - - -___ - - - - -- __ __ _ ==*I - ROTATED REFLECTOR NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. UA VAA1_*It 141� CHALLENGER CHALLENGER WALLSCONCE EXAMPLE OF DIRECTIONAL ARROW I=> TH 0 C SCOTT R. COLLINSZ Lie. No. 035791 c, 0 ED U Ln LU Q CL Z LU 0 U) _j > zc LU LU W LU _4 LLJ 0 %J i D_ 0 0-1 0 CN CN C) < F LLI LLJ U) LLJ j Cf) < :5 -0 _', 0 LLI CL oc Q) 0- C: (D 0 GO 0 U 11L� < 0 (D (1) U) Y) U Q) x Q) 0 0 Ul LLI allill'"Ilk _D CT) LL] LLJ U) z LLJ .0 -.00 U) _j = _i 0 0 U 0 0 0 0 L11 Q) 0- 0 L__ D Q) LLI < U) _D x D L-i (j) 0 0 Uj _j C 0 0 0 U -U cc) U-1 r" &m&M LLJ E :D E 0 0 JOB NO. 162123 SCALE Cf) 1 =20' SHEET NO. U) > -a Q) 6 - PARKING CATEGORY REQUIREMENT PROVIDE© 1 SP/1500 SF OF DISPLAY AREA= CUSTOMER PARKING 9000 SF OF DISPLAY AREA/1500 = 6 9 SPACES 1 SP/200 SF OF OFFICE AREA= OFFICE PARKING 4675 SF OF OFFICE AREA/200 = 24 24 SPACES 2 SP PER SERVICE STALL+ 1 SP PER SERVICE SPACES EMPLOYEE = 2 SERVICE STALLS * 2 + 10 SPACES 6 EMPLOYEES = 10 SPACES DISPLAY SPACES NOT REGULATED 24 SPACES TOTAL 67 SPACES + 2 HANDICAP SPACES `NOTE: TOTAL DISPLAY AREA INCLUDES 5,780 c AND3,220SQ. FT. EXTERIORDISPLAYAREA. I r 0 , t. _._. 11 j i Iff , S I .. _.__ --- - ._ ___ ,1 � t-' ---__..-.._... ... �.__r " ...- _._ ---_'--_-- _ - -- l,z i i I r I -- -_ -------._ - -- -- - I _-__. - _.._._ ! ,,, i I ( __ -- _._._ . j_.. _ - j r. I I _ ---- - .. - _..._ .. __ I I -. j ! , :Y �...___._ ! - v1 ._._-_._ ,, : / I - ...-- _ _ ._ _ i ... ` +, --- -_ `_'._ _ - _ ^ I if - s __ f .,.. ...... - - __...-.. 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', _' ,, �; -\ / \ 11 __, Ir, / \ !, � _ 'i/'-`,. ,1 1„_.c,1,.;.=.- r .a`fr - ---_-'-'" { : O O X 11 I ' ,I i ' /�_, � ,,/ } sf �� � 1'--- �/i k �? l r k T f t 7 ''�,%�iJ ____-_'_ i Il i J � O f{" I , r< x 4 -- _�,, Itl o I _ . ._ -- _ _ .. i I ti x- fir.l / _ - I I � 1 J �- _ 1 1 '�'i y1 I j �a i;, h ' -r,F - ----r;.. - {^_-7,rrlr+' �-/ .__-_..----.._._. ITr I'�~ --/ I is i i 1 - _Q 11 I 11 1 : i ! -,, ^t.trn,,(_,( `7,",, _ ._._._-. _.. __.. } 111 i I `I i !-LJ � ;; - -- - - � 7', 5 o j - - --- r I- - - I - -- --- -', ___. __ -. ff } I I x - - j f' 1 I .... . _ _ —_ 1 I _ _ _ _. _- ... .- I1 : ! -- - 1 __.. --.. __-___._ - O ' Il .,, ,i 'i 1 c 1 ' III J �rl } ,ii M 11 __. —_ { , 1 }} j : I. I"' W —, i II i I 11 , l ii J /� ! :1 1 1 V} I I ! 0 a- F- -O ,i 1 _% �i - } �, it I `t C.) N �! � - - _T fv ---- -. _ a) i1 1; I I I i I I:I -- - , i' % I I p w E I ' I ; 'i I' 91 i �� to a II Ii i I }i ; I O ; 1 , ---- i ! II I ;i I JOB NO. Q c `I i I� a 0 i 1 �I 1 I l t j o in Q) II II I i 1 1 ---- (I SCALE ; ii 1 I'f I I 1 G I I` I I _ I I y n O� o .c I I 1 I __ --_ -- I i ; I I l i I to i- I I l I'i I II - I I i 1 I I;I ' 'I ° > Ii 'I SHEET NO. Q- o .II I 1 lI` i !1 i 11 i O I i I I it , { N I 1 l 11 III ! II I i - = '!, `a ' I � I ; I li I, I I' , i Iljl l i '� 'I I--- 3 1 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 3: 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 III. 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) 4"21 A STONE BASE CONCRETE SIDEWALK NO SCALE 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 TOP OF CURB 2" R 6" 7" 4" Min. 4" MIN. U - VDOT #57, #68 OR #78 6" 6" STONE BASE UNDER CURB. STANDARD CG 2 NO SCALE 2" SM-9.5A SURFACE COI 6" COMPACTE BASE COURSI 'COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE v u STANDARD CG-6 CURD & GUTTER NO SCALE C­44'I'wNTECH;' C_.NCiIKEERED SOLUTIONS C)etOntkr n riniiltraWn System C igner OR-2, 2A X 27y4" MIN - 28Y4*' MAX RAL HEIGHT �I�u�nnnnununouu �Il�rrrrrrld X IJ I_j Ij OR-2 0R-2A POST SPACING:! €.) -%" POST SPACING) MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION - 2' NOTES, GUGIRORAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION F AND AS MECTEO BY THE ENGINEER. FOR DETAILS POST AND 81.00KOUrB SEE SHEET NC7.541.fl.°t. - � OPTIONAL OR-2A METHOD z UPTNONAL GR-2A METHOD NESTED RAIL SING AOEATIONAL. FOR DETAILS OF RAIL ELEMENT, RAI,SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 5O1.Ot AND 501.02. A WHEN NESTED RA,L OR ADDITIONAL RAIL IS PLACED ON RACK, OF POST FOR A T' T P' IN L E FAG- ELEMENTS ARE FURTASHF,D -%0P CURVED FOR RADII O G€2 2 4,E POST S AC G WI[.. 6 . 6 3'" BETWEEN 5 FEET AND ISO FEET. ALL CUMORAL POSTS SHALL BE SET RLUMB, "?.ST SHALL. NLtF BE SFT WITH A YAR.IAT!ON OF MORE THAN %°g`° PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL RE S¢:T AND ALIGNED WITHOUT ALTERATION OR FORGE, A5 PER SECTION 505 OF THE SPECIF€CATIONS. ALL OR AND OR-2A R•A3L €. SE MANTANED AT A HEIGHT OF 27}`W' MIN - 28 a" MA AS MEASURED PER STANDARD GR-A4S, ALL W-BEAM RALS SHALL BE LAPPED IN THE DIRECTION OF 'VEHICULAR TRAVEL FOR THE F€NESHED ROADWAY, THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN MDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD OR•2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, FLARE RATES OES,GN SPICED INSIDE BEYOND SHY LINE SHY LINE MPH D hE LS FLARE FLARE RATF RATE. 70 GD S 26=1 14;1 50 6.5` 2PI 11=1 40 5' 76et 811. d4 AI .'+,uti Sdk h I tW MAXIMUM S LAKt MAI t FOR SEMI-R;GtD BARRIER SYSTEMS, XV00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAW94G IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION ROAD AN° BRINE STANDARDS STANDARD BLOCKED -OUT W-TBEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 05 08/14 VIRGINIA CEPARTW14T Or TRANSPORTATICN VDOT 1157,1168, OR 1178 STONE BASE UNDER CURB 8c CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFIL-LING. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 Fence or Handrail Post w/ Sleeve -It Fence Past System Max. 8'-0" O.C. Sleeve -It - 12" Dia, x 24" Depth Grout Fill After Post Installation w/ Min 3,000 psi grout PVCCoated Strut PUC Coated Cantilever Base w " XX Sail Cover "'j" Ryan -Woven Filter Fabric T 1 I 24" Min. Embedment ► r = Magi 6. I 1 l r i i 1.2" Dia. Reinforced Fill 1 1 33 .b i a x x a l I SLEE1VE-IT FENCE POST DETAIL (Not to Scale) TH 0� Q SCOTT R. COLLINSZ U Lic. No. 035791 2� 1�0�Als��IOXAL z FJ O t� d � U LL1 Z CL LLJ H Intwillill Cn H z NOTE: HANDRAIL REQUIRED ON ALL WALLS WITH A HEIGHT OF W OR GREATER Uj STR:24 UNDERGROUND DETENTION MH TP=4o4.00 410 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 { IN FEET ) 1 inch = 5 ft. PROPOSED UNDERGROUND SWM DETENTION CENTER 395 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 { IN FEET ) 1 inch = 50 ft. Design Design Parameter I L7S #; 4371 re trlume. 4 -XO rf Symm DewlIPLian: Urlderg-round Eveterition Umft1ngLtngth: 75 ft Pli e : FlcwAuto U Mitill0Nkkh: 25 ft Appls*UM; C)-.=:t&nti1Qn iS01isJ CMP) pmiratt7'r ; Frigid Pavement Created: 07YI2�2017 I n"fli Depth: 4 in dHled: 07,r 1 N20•i 7 Freehand [depth: 0 in Imreertl Depth: ,� ft stem Sel ection Pipe DeLaii Appkatkm: Ck'te ntiion S CNIP ��Ild�l$ii lu��eMal: St&e l ,... Round Str'uCt�ura.l..Backfill Detail gape: m: 60 in ' 4li ILL E N& )3 In ' P �,in PIPeSp�hM5 30 inAbwm . Width At 51diw � in L tJrn Aluminized ;Steel Tyre 2'002) M111ANPI din Lr L Iif€:IB� Irl ^ie t4�1 fir .. . Calculations Draftboard f K larml Qualk- 67 x 20 ft P 1n n�,tLM IMF l#nfl: 6 `? ft Lm ngth ForH+oaft., fl; �^ Pkn StIN4II4cf ` Emil Structur#IBwIII IF map- Ocf . . .:. _. 1G#t star#�a Pt�rrl�aMc1� 4,4 _f .. ftmr# Of FlAq u ll Swap: 101.12% 7I k1P Falra>�e 206 ft Approdmm CMP Flim Cbma 10 ApIppptlmeupint9anwda: nadma�e 1iv�kkak: . 1bull Emoww n: 43 c 1 Structural Soft Ill: 250 cY PE"Mentwumm: 22 c r' Remaleing8acffi11'b Pw m OIL 11 c 0 o '+ 0 -0+25 0+00 M 00 0 420 _O STR:22 VDOT STD. MH 0 �O TP=4o6.6o IINV IN: 399.29 TO EX-10 g INV OUT: 399.19 TO 20 - 41°5 w I ......... - - - - O EXISTING GRADE (TYP.) 410 STR:20UNDERGROUND DETENTION MH / TP=4o5.65 INV IN: 396.5o TO 22 4015 1 40'O PROPOSED UNDERGROUND SWM DETENTION CENTER l 3915 C , II, R,-,;" 15" CL Ili RCP 37.97 LF C 7.09% .0 LPI 4 3 ie Ol �Y t re 0 ;-.. 0- -0+25 0+00 0+50 1+00 STR-28 - UNDER - 400 EXISTING Jft GRADE (TYP.) 15" CL III RCP 26.45 LF @a 4.42% 0+50 Co V.; M 0?I X Q L/) 00 420 p 0 I PROPOSED > o GRADE (TYP.) O= M> U-) I- L = j 415 410 CL ill RCP ° 13�°g6 LF C 1_4470 405 400 395 00 I,.R :; lD 1+50 2+00 2+50 3+00 GROUND DETENTION L9N co N 0 Q a Oa N ° ° j LU -� C z -5E a w � LL1 L�`� � U) z � �Lij -0 CD �z a w 6 L cn _ 66 a z O U) < U) .- o L9 LL I O -C C O L� O U)E � S ° U 0_ 0 o Z U ° °X a X s Uj F-!1 U_ a E Ul O o 0 3 ce WLj z W X� w ° w z �0 z .° w U In J to J 0 o ° 0 0 0 (� 0 T � C LL I N 12 6 =j Q� a s W�, > 7 U O O U O LLl 0 o ° I- o LU LU 0 'n Lu E U LL LU 2 U _E d In O JOB NO. v a 162123 ° SCALE ° 111®50' O,U o SHEET NO. In a � o- a 0 8 a rn �+ a o F- 3