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HomeMy WebLinkAboutARB202000069 Plan - Revision 2020-10-08GENERAL NOTES OWNER. 06100-00-00-134A0 ALBEMARLE BANK & TRUST % BB&T PROPERTY TAX COMPLIANCE PO BOX 167 WINSTON-SALEM, NC 27102 APPLICANT SOUTHEASTERN RETAIL DEVELOPMENT, LLC 2050 CIRCLE HWY.. 30A WEST BLDG. M-1 UNIT 231 SANTA ROSA BEACH, FL 32459 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scot t0collins-engineering. com TAX MAP NO. 06100-00-00-134AO (D.B. 646/ PG. 508) AREA 0.93 AC ZONING PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC) WITH OVERLAY DISTRICTS (ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), AND MANAGED SLOPES) ZMA (ZMA2019-00014) APPROVED BY THE BOS ON APRIL 15, 2020 SETBACKS FRONT BUILDING SETBACK. 10' MINIMUM & 30' MAXIMUM SETBACK FROM ROUTE 29 SIDE BUILDING SETBACK. • NONE REAR BUILDING SETBACK: NONE PARKING SETBACK.- 10' PARKING SETBACK FROM ROUTE 29 BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT. • 27'-4" NOTE: ANY STRUCTURE EXCEEDING 35' IN HEIGHT SHALL BE SET BACK FROM ANY STREET R/W. IN ADDITION TO THE MINIMUM YARD REQUIREMENT A DISTANCE OF 2' FOR EACH 1' IN BUILDING HEIGHT. PROPOSED USE PROPOSED 3,000 SF COMMERCIAL RETAIL / FURNITURE BUILDING IN PHASE L PROPOSED SUBDIVISION. NEW PARCEL: 0.28 ACRES RESIDUE PARCEL (TMP61-134A): 0.61 ACRES R/W DEDICATION AREA: 0.04 ACRES TOPO & SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES, INC. AND FIELD SURVEY DONE IN OCTOBER, 2019. DATUM SET BY SURVEYOR. DATUM NA 83 DATUM ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. EXIS77NG VEGETATION THE SITE IS FORESTED. CRITICAL SLOPES IN ACCORDANCE WIN THE ALBEMARLE COUNTY CRI77CAL SLOPES COUNTY MAPPING, 'MANAGED' CRITICAL SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOWN ON THE EXISTING CONDITI0NS SHEETS AND GRADING AND DRAINAGE PLAN SHEET WATERSHED THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. FLOODPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL #51003CO288D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDAT70N ZONES PER COUNTY GIS DATA. SITE ACCESS THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE TRAIL. A PARKING AND ACCESS EASEMENT WILL BE RECORDED ACROSS THE RESIDUE PARCEL TMP61-134A FOR THE BENEFIT OF THE NEW PARCEL CREATED WITH A SUBDIVISION PLAT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN, SEE GRADING SHEET 5. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT. NOTE: RETAINING WALLS ABOVE 3 FT WILL REQUIRE A BUILDING PERMIT AND RETAINING WALLS ABOVE 4 FT WILL REQUIRE STAMPED ENGINEERING PLANS. LIGHTING: THE PROPOSED LIGHTING PLAN HAS BEEN INCLUDED, SEE SHEET 9. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 8. STREET TREES HAVE BEEN PROVIDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40' O.C. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. DUMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS. UTILITIES PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE PROPERTY FOR CONNECTIONS TO THE PUBLIC UTILITIES. STORMWA TER MANAGEMENT FACILITY: STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN UNDERGROUND DETENTION FACILITY AND A DETENTION BASIN FOR WATER QUANTITY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. ES77MA7ED EMPLOYEES IT IS AN77CIPA7ED THAT APPROXIMATELY 2 EMPLOYEES WILL BE NEEDED AT THE LARGEST SHIFT PARKING LOT/TRAVELWAYS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE IMPERVOUS AREAS: BUILDING - PHASE I = 3,000 SF, PAVEMENT -5,100 SF SIDEWALK -800 SF OPEN SPACE.• NONE UNDEVELOPED AREA: 20,800 SF - FUTURE PHASE H DEVELOPMENT AREA PARKING REQUIRED: 1 SPACE/400sf FOR RETAIL SALES AREA = 1 SP/400sf x 3,000sf = 8 SPACES 1 LOADING SPACE / 8,000 SF = 1 LOAD SPACE REQUIRED PROVDED: 10 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE) & (1) LOADING SPACE BURIAL SITE. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE IMPERVIOUS AREAS. 8,900 SF (0.20 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 5,100 SF FIRE FLOW: AN EXISTING FIRE HYDRANT IS LOCATED ON THE ADJACENT PROPERTY, AS SHOWN AND LABELED ON SHEET 4. THIS FIRE HYDRANT WILL PROVIDE FIRE PROTECTION FOR THE PROPOSED BUILDING. SLEEP NUMBER - CHARLOTTESVILLE FINAL ARB PLAN (ARB 202000069) t t u TMP 61-134 N/F CAVALIER COUNTRY BANK ZONING - COMMERCIAL OFFICE USE - BANK DB 527 PG 43 DB 327 PG 228 (PLAT) DB468 PG 456 (PLAT) RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ---950'+/- TO BRANCHLANDS BLVD TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC ZONING - PUD E - SHOPPING CENTER DS 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CC-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK I PAGE 227) <<�71 NEW PARCEL TOTAL AREA: 0.28 ACRES TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES ZONING - PDSC AMT RESIDUE PARCEL TMP 61-134A TOTAL AREA: 0.61 ACRES SHEET LAYOUT SCALE: 1" = 30' TRAFFIC GENERATION CALCULATIONS: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION PROPOSED 3,000 SF RETAIL STORE (FURNITURE STORE) (CODE 890) ADT: 19 VPD (10 ENTER/9 EXIT) AM PEAK: 1 VEHICLES PER HOUR PM PEAK: 2 VEHICLES PER HOUR ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. BUILDING NOTES: 1. PROPOSED BUILDING HEIGHT (PHASE 1): MINIMUM HT.=20' 2. PHASE I BUILDING FOUNDATION TO BE CONSTRUCTED TO SUPPORT MULTIPLE STORIES. q� L ❑ IJ❑ ❑ 71 ITT TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC ZONING - PUD USE - SHOPPING DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) 0.1 q 1E1 PROJECT SITE VICINITY MAP SCALE: 1" = Low Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 DRAINAGE PLAN 7 NOTES & DETAILS 8 LANDSCAPING PLAN 9 LIGHTING PLAN E LEGEND ROADS TOTAL NUMBER OF SHEETS EXISTING CULVERT CUL VERT u Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT + BENCH MARK CLEARING LIMITS T VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. CULLINSZ Lic. No. 035791,a A 9/29/20 _j z Z g W � a � m U z o a z 2 Z 0 o U w U p w Zcn p LL Ja O Z J Q Q k W m J w j Q U) w a r w z �w w 0 0 N N 00 0 0' �C N 0 0 z Q a\ zJ � t` M _ � LL N m J WLL o z N H� W LU z_jj a � LU LW LU W > z J O W U Q w U 1 Ul� F" LU ZW C/] F-' J � z W 0- LU LU o O J N ^ ' �.I I U LU 0 a _ cn IMIX: SCALE AS SHOWN SHEET NO. 1 Frl OF�� SE/ 41NOLE TRAIL e ROUTE 29 U oscoTT R. LLINSZ �J Lic. No. 035791 / sTRM MH / // / / VAR. WIDTH PUB' -IC RIGHT OL-WAY I / �� 9/29/20 w� / TOP=464.63 0 / / / / (HIGHWAY PLAT/BOOK PAGE 227) / °��ss / INV IN (24")=458.43 / STRM MH / I �� �\� / ` ( STRM MHI / ZONAL S INV IN (18")=458.33 / TOP=466.85 13.34 L.F. 18J' RCP @ ^� \ R / TOP=476 76 / NV OUT=458.23 8.77/d v `� PORTION OF EXISTING EX 1 (ST M DI) \ O J INV IN-4I70.21 I / s INV IN (18"x2)=460.75 I `X` STRM MH SIDEWALK TO BE \ TOP=471.�9 /_ / o / INV IN (24")-460.70 ' �� I TOP-469.64 REMOVED \ INV IN-466.54 INV OUT 470.26 NV OUT=460.65 STRM DI ��� `INV IN-464.09 �� +�- T0-� INV OUT=466.0q� \ ' d 3 ` TOP-46642 INV�OUT=464.09 BRANCHLAN'DS BLVD \ \1, W W HE 3 / _ s `� INV OUT=461.\ \ W w -BENCHMARK\ - BENCHMARK \ \ M MH TOP=47 RCP @ 2.39% \ o sro" STRM MFi TOP=466.85 = \ 64.32 2 \ s IF @ F I sT �r / ° / ST RC z z 9 - s / l s 0 40 t .4 2 " r 1'. 1 % � -� Z 04 L. 24 " RCP � / sr • sr sr � sr __ , - / o o z W o 118.05 L.F. 24" RAP @ 287% IRS - - - -� 18" RCP @ � _ T _ - - - N 35°00'00" E 125.56 � i 9.21% -/ // ~ -� - - �- - - �- - - - IF ©/ / / 7/ \" u�a l ® / \ STf�M DI / a z Z \ TOP=478.75 o - - Lu o - o- - ° / (�- \ I 7 17 L.F. 24" RCP �/� U/ / V/ / 0 ° - 4.1� -� ( I l \ \ \\\\ @ 2.s8% N� IN=472.2 Z W {RR* Y-y � ,EXISTING SIDEW TO �� \\ \ ® qCT=472.10 0 oe \ - - BE REMOVED \ \\ \\ \\ I / TM /61 - 1 29 / ' Q 0 k W STRM DI / STRM GRATE i EXISTING WATERLINE / / TW-74.5 - ' _-- BENCHMARK \ \ 0 T\ N ' � F J.C. PENNEY i �"� � co J -LO�=43613_ / / �} EP-70. ) 1 \ / / W ? a INV OUT=460.38 TOP-46�'86 - UTILITY POLE=48425 \\ \\ �/� Lu INS O T-463.59 \ \I PROPERTIES,�TPI� / / VJLu / ZONINGS PUD / Lu EXISTING FIRE HYDR BENCHMARK / __ _ -- -- - 11 / USES SHOPPING CENTER / Ln 18. L.F. 18,LVETOP=467.20 / - - - z - � �/ / z > �g EP-71.2 BLOCK/ - - DB 1908 PG 726 / WLu - P @ 15.29% - i / WALL / - - _ - BENCHM \ \ DB 44355 PG 625 - / / - - - - - - o - - - � e / / / \ / / / / - - - _ / STRM MH TOP=47�9. 1 \ \ /(DESCRIPTION IN / / / / EXISTING CURB AND , / / / _ / GUTTER TO BE REMOVED - -¢�� / / J\\\� DEED OF TRUST) / EXISTI BLOCK WA� / EX. P/L \ / 1 / EP-71.7 TO BE REMOVE i I o Z� / v T 7 O _ / EXISTING / N o TREELINE TW-/ \ / � CD C N - -- -, -� /// / o rn w- 7 ---- - - - 4 / / EP- 72 1 ------ /o \ / - ------ - o z SYMBOL LEGEND / / TMP 61 -1 34 Z - - ---- - - - - - - ----------- N/F CAVALIER COUNTRY BANK / MANAGED SLOPES -- IRS IRON ROD SET / / ZONING - COMMERCIAL OFFICE EXISTING BLOCK WALL // ---- - �-------- / - - - // ON, SIGN / TO REMAIN _ _ _ --- --- --__ EXISTING WOODED _ _ / / uTIL��LE / USE - BANK LIGHT POLE - AREA- COMBINATION OF �- � > / GUY WIRE / DB 527 PG 43 - - -- - air- -- - EVERGREEN &DECIDUOUS-/ \ �` _CID o STORM MH / / DB 327 PG 228 (PLAT) --- --- - TREE& ACROSS THE PROPERTY � �° \ / ELECTRIC VAULT / DB 468 PG 456 (PLAT) - _ RCP REINFORCED ONCRETE PIPE / / EXISTING - / J \ \O� cc&c CO�ICREfE CURB &GUTTER / TREELINE ` \ 'FENCE - N/F ALSELMA-RLE INK OVERHEAD ELECTRIC UTILITY/ / v - \ - - - WATERLINE _ / / / ND TRUST COMPANY 0. MANAGE%SLOPES / / / ������IIIIII Iz- Z PIG PDSG /� 11 / /� / - - - - LL O 496 - J / / / - - - N 1--I � LH\\/J - NOTES: S PREPARED BENEFIT TITLE REPORT / THIS PLAT BEEN O STEWART TITLE GUARANTYCOMPANY, COMMITMENT 1900009017,MANAGED SLOPES EFFECTIVE DATE AUGUST 19, 2019 8:00 A.M. _ 2. �W ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARLE - _- - COUNTY COURTHOUSE. _ ------- --- -- ------- / / > 0 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN = / W - - - III[W06 ACTUAL FIELD SURVEY DONE AS FOR ALL PARCELS SHOWN HEREON, THIS PLAT - - - - - HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE - - _ ;j - 501-- I /L9 (n _ OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, - - - 'i IRON ROD \ / 0 THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, J� - �,/ / SUBJECT TO NOTE 1. /r -- - I FOUND \ \ - - - / O 4. THE TOPOGRAPHY BY RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY / I I (HELD) \ \ \ \ \ \ - - - / \ / o OCTOBER 17, 2019. I I \ \ \ LL 5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X - (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA \ �A V o NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005. 2 THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION � - � O SU6 STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT. / / // I I/ /� u 6. SUBJECT PROPERTY IS ZONED PD-SC (PLANNED DEVELOPMENT SHOPPING / \ �\ s \ \ / / ' CENTER). PER ALBEMARLE COUNTY GIS, SUBJECT PROPERTY LIES WITHIN THE / 6 I FOLLOWING OVERLAY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND / I / I I \ TVP 61 129 \ `38' \ \ \ / / ul �/ z MANAGED STEEP SLOPES I I / I I ",N/F J.G, PENNEY 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. \ \ 1 _ / W w 8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES \ \ \ I I \ OPERTIES, INC \ \ \ / / // W U) MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. \ \ \ \ I \ ZO'N G - PUD- - - \79> \ ° \ / / /// 24 PPIN CENTER- - \ \ / F- x 9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE. \ \ \ \ \ \ US�j S 0\ G CE E •8� \ \ � � - - / / / // � � � LLJ 10. THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). Utz 1 908 G 726 11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST \ \ \ \ V DB� 55 PG / SIDE LINES BEING 214.5' AND 307.5' RESPECTIVELY. FIELD FOUND EVIDENCE OF I I / DES IPTION TN / ADJOINING PARCELS APPEAR TO REFLECT A 5' RIGHT-OF-WAY TAKE ALONG ( SEMINOLE TRAIL - U.S. ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND / \ DEED 0 \TRUST)\ i IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS. FOR THE PURPOSE w / OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP I \ \\ \ / / / / /// < w AS A PORTION OF THE SUBJECT PROPERTY. \ LEGEND: METES AND BOUNDS DESCRIPTION: METAL a�Row MF IF IRON PIN FOUND IRON MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE WITH FENCE CP CONCRETE PAD EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE \ \ \ \ \ \ / / P T j�j / CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35'00'00" E FOR A DISTANCE OF ^ \ \ / _- DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAID SEMINOLE TRAIL S 55'11'57" E FOR \ \ \ \ \ \ \ _ (0 CO ER) F \ \ // // j j / w GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5.45 FEET, A \ \ \ \ \ - - - STRM DI _ LP LAMP POST CORNER OF TMP 61 -129, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING \ \ \ \ I \ TOP=505.57 \ \ / /j / / a MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON \ \ \ INV-500.98 \ \ / // / JOB NO. OH OVERHEAD UTILITIES MONUMENT (MF). THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES, INC. S SSL N SIGNAL POLE & BASE 64°38'24" W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND (IF) SAID \ \ \ HORIZONTAL GRAPHIC SCALE � \ /�// / / / 192036 IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND \ \ \ 25.4 15" RCP 15" RCP / // SS SANITARY SEWER \ / / WITH TMP 61-134, N/F CAVALIER COUNTRY BANK. THENCE LEAVING SAID J.C. \ \ \ zo 0 o zo ao o @ 7 % \ / / SCALE ST UTILITY POLE PENNEY PROPERTIES, INC. AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N \ \ \ \ \ UP UTILITY POLE \ / / � / / / 1"=20' 42`48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH \ \ \ / VLT UTILITY VAULT \ \ � � I / - WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY \ \ \ \ \ (ix FEET) STRM H ✓ - BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908 \ \ 1 i chi 20 ft. TOP=504. STRM ICI SHEET NO. YH YARD HYDRANT \ \ \ \OP-50 60 / ACRES OR 39,547 SQUARE FEET, MORE OR LESS. \ \ \ \ INV IN=49�1 INV=5 0.90 2 s a a NOTE.' A KNOX BOX IS REQUIRED ON THE BUILDING. THE LOCATION OF THE KNOX BOX SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE PRIOR TO THE INSTALLATION OF THE BOX ON THE BUILDING. SEE SHEET 4 FOR FULL DEPICTION OF SIGHT DISTANCE ALIGNMENT 0 0 ------------- - SIGHT DISTANCE =530' ST ST — ST — ST ST s ST — — , ST—ST— ST�� 0 NOTE. MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OFPARAPET WALLS. SEEARCHITECTURAL PLANS. ST ST sr—sr—sr—sr=�=�— �r,�s �= •ter. G — — — _T_ foD W W O SEE SHEET4 FOR FULL DEPICTION OF PAVEMENT REPAIR, MILL & OVERLAY AREAS PROPOSED PRIVATE DRAINAGE, LANDSCAPING, AND MAINTENANCE EASEMENT DB, PG _PROPOSED CG-12 (TYP.) 950'f TO BRANCHLANDS BLVD. ST st ST ST — -----� PROPOSED CG\-6CONNECTION T Cc EXISTING CG-6 PROPOSED 30' PRIVATE ACCESS \ EASEMENT, DB PG \ �► II \ l �DPOSEDIMPROVEMENTS 1p EXISTING PARKING LOT \ PR POSED ADA COMPLIANT HC VAN ACCESSIBLE \ PARKING SPACE \ \ PR POSED ASPHALT PARKING LOT, EXISTING BANK I SE DETAIL SHEET 7� BUILDING AND I DRIVE-THRU I I SED END OF THE EXISTING R I ING I \LL SHALL HAVE A CLEAN FINIS ITH RIALS MATCHING THE EXISTIN ALL. I TIE-IN NEW CG-2 CURB INTO EXISTING CURB VA IABLE WIDTH TEMPORARY DING AND CONSTRUCTION EA EMENT, DB. PG. PROPOSED VAR. PARKING & DISTANCE TO INTERSECTION = 310' U.S. ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL VARIABLE WIDTH PUBLIC R/W STOP SIGN PROPOSED MILL/OVERLAY SEE DETVA�IL, SHEET 7 tOPOSED CG-6 / )NNECTION TO PROPOSED T CLEARZONE AREA BETWEEN R/W & SHARED USE PATHWAY PROPOSED VAR. WIDTH -R/W DEDICATION TOTAL AREA: 0.04 ACRES PROPOSED 8' GRASS PLANTING/UTILITY STRIP PROPOSEDI4'SHARED USE ASPHALT PATHWAY PROPOSED VDOT —WW 0 m ( MEMNON114 w PROPOSED 14'WIDEPAVED _PROPOSED CG-12 (TYP.) MULTI -US PATH 10' MIN. PARKING & - _ - - - - - - - - PROPOSED VAR _ _BUILDING SETBACK \ a PROPOSED P 8 S EASEMENT. '. � PROPERTY LINE " 2Q PROPOSED 30' MAX. BUILDING SETBACK - - - —_ �s�� �'J NEW PARCEL PROPOSED BUILDING TOTAL AREA: 18' (TYP.) PROPOSED 6' ENVELOP - PHASEI 0.10 ACRES 0.28 ACRES _ a SIDEWALK PROPOSED PROPOSED PROPOSED CG-12 (TYP.) SLAB, SEE DETAIL CG-12 (TYP.) SHEET 6 24' F/C-F/C G� PROPOSED 12'45` LOADING'SF CG-12 (TYP.) in N PROPOSED rn PROPOSED PROPERTY LINE PROPOSED 2' GRASS OVERHANG FOR PARKING TMP 61-134A TOTAL AREA: 0.61 ACRES EXISTING MANAGED SLOPES (TYP.) TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. PROPOSED' DUMPSTER SEE DETAIL PROPOSED RETAINING WALL SEE SHEETS 5 & 7 FOR DETAILS MANUFACTURER: EAGLE BAY, DIAMOND PRO SEGMENTED RETAINING WALL SYSTEM COLOR: JAMES RIVER EXISTING OFFSITE � CHAINLINK FENCE TO REMAIN TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES (39,547 SF) DB 646 PG 508 f-PHASE II AREA - EXISTING OFFSITE CHAINLINK FENCE /-TO REMAIN 0 m 3-12 (TYP. sT � sr URE, 7 CONC. 0 Lu K U � J � a a= C� ao z� Ow ="DO 1n a LaL Q \ sr oN pNE ❑ o sr� Off 0 �N Sr sr 0 TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 43M PG 625 OH / ;COTT/R. Ct?LLINSZ Lic. No. 035791,a 9/29/20 1A z Z 3 w X a cof O z O J a Z a Z 0 O U DC U O w Z1n W 0 z W J a J Q O U w N � m m J a w De t=n w J d a o > F w zLu O O N N o � N CD O L—J z t` M u Q Q J LL H1 Lu J wz g W O J U I DC W ^z w J (n H 0 Lu) CL JOB NO. 192036 SCALE 1"=20' SHEET NO. 3 U S. ROUTE 29 (NORTHBOUND) / SEMINOLE TRAIL / I VARIABLE WIDTH PUBLIC I / \ PROPOSED WATER LATERAL CONNECTION TO EXISTING WATER MAIN PROPOSEDI" -----_-_--- _7 WATER METER71 \ ------------ \ \ 6� w -�T� - - - sT - sr SIGHT DISTANCE = 530' sr - •.. ar � vo / EXISTING LIMITS OF / - s ! . •. s ® sr i _VIIOT�-{Wr TYP.- � o ' i � �=�-�r�.:x =sl sr�s , i s* 42�o - / 26 PVC- - / - - - - - - - 0 - - - - O GM O I / O EXISTING WATER -MAIN T - O BE REMOVED AND REPLACED WITH A- i EXISTING FIRE HYDRANT "I' V NEW TYPE K COPPER SERVICE �Il s / / - - - - o / TO REMAIN - LINE LATERAL I \ 10, PRIVATE WATERLINE /(MDH4 / \ \ I W LATERAL DJ I♦ z so G� �. - - ------ (SDR 26 PVC) Q PROPOSED SANITARY SEWER z / / � LOPOSED 20 PUBLIC EXTENSION TO THE SUBJECT ofi O SCOTT R. LLINS� \ / I U Lic. No. 035791,a \ \ \\ \ \\ // 0 J I ��o� 9/29/20 �2 m �SSIONAL F, � W -T W 1-1(J N/ \ � o sr sT - sr --------------- ------ T= " F- 3 F- LU \\\\CL X- lAO z ¢ 00 z O Zp -- 'Lu / III f m k u \ / LU C0-5 - / PROPOSE BUILDING - \ \ \ \ / ~ Q p ' - --ENVE7- PHASE I I -I \ \ \ Z _ -. - - (SDR 26 PVC) \ \ M H 5 \\ ,D.IO ACRES I z> b / UTILITY EASEMENT PROPERTY / / / PROPOSED 08 SDR 26 PVC / M ,, Q� = TMP 61-134 / SANITARY SEWER EXTENSION TO / \ \LU / W - - THE SUBJECT PROPERTY, TYP. / - "- - Go DB._PG._ � / / CAVAU R�COUNIRY BANK / - _ / B 527 PG 43 PROPOSED �' PUBLIC / - - / \ lie GENERAL WATER &SEWER CONDITIONS A327 PG 228 (PLAT) / UTILITY EASEMENT CSA �/ DB 468 PG 456 (PLAT) - PG._ - CONTRACTOR SHALL IfJSTALLTHE PROPOSED V / � i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE SANITARY SEWER VIA AN OPEN SAW CUT WHERE ITS- / CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. ALIGNMENT IS BENEATH THE EXISTING PAVEMENT. AFTER SEWER INSTALLATION, THE PAVEMENT SHALL 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN BE REINSTALLED AND THE EDGES SHALL BE MILLED &/ / ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN OVERT WHERE THEY MEET EXISTING PAVEMENT. 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 & ONE-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. GRAPHIC SCALE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 20 / / 0 10 20 / / 40 FUTURE EXTENSION OF THE LINE. / 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 3.o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS / ( IN ) FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1-in h = 20 Ft. im 475 470 465 i GENERAL PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. I•d. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. STA: 0+78.96 "1 RI1462.21 U0 INV IN. 455.95 TO MH 2 =: P INV OUT. 455.75 TO EX ToysRUs-1-1 `V �= Oo O �N MH 2 MO NtO 0~ STA:1+05.68 N �0 RIM- 463.20 F o'tU� INV IN. 456.52 TO MH 3 �n +��� Exl TING GRADE - -- - -- INV OUT. 456.32 TO MH 1 M r� rI �z0 1 ors 00 0 d Q» ROPOSED 2" TYP K SOF CONTRACTORS ALL IN ALL A pj H + O-- = w - wA TER LATERAL CR SSING. - - _ - _ - W TERTIGHT MANH LE FRAME c0 r7 N Z - SEPARATIO IPROPOSED MA HOLES 2 & #3 I / - 1 (W CO RDA CE WITH TACSA S D. DETAIL IT D- 2. SEE SHEE F 7A FOR DETAIL. = �» (r Z Z 26 pVC / i a„ SDR ®2.2476 �F p0A, 349 O:2 TM O� N 0) 10 / L0 U)c0(to / N N / u7 Z0 �a >> N�zz -S/L) 4" SDR 26 PVC 44.73 LF (°D 2.77%- ?.08% MIN. SLOPE) - CO A BLDG INV 0 T. TO M 5 = 68.28 455 \-8" SDR 26 PVC PR POSED TANDA D 8" SDR 26 PVC 8" SDR 26 PVC 87.19 LF ® 1.13% ACSA I ROP Co NECTIo 22.72 LF ® 1.37% 168.65 LF ® 0.50% S E ACSA STANDARD 5 0 2.5 5 10 DETAIL D-28 FOR 8" SDR 26 PVC DESIGN REQU REMENTS. 21.50 LF @ 2.94% 450 (D I FEET ) CONTRACTOR TO REMOVE EXISTI NG LATER kL 1 inch = 5 ft. TIE-IN CONNECTION AT MANHOLE (ELEV. 4 .8) AND INSTALL NEW 8"SANITA YSEWER CONNECTION FROM MH 1. EXISTING CONNECTION SHALL BE MODIFIED FOR NE EX MH ABI-MH-41 CONNECTION 445 STA:0+54.39 HO IZO TAL GR PHI SC AL RIM: 462.21 INV IN. 455.00 (AT UPPER MH DROP LOCATION) so ° 25 so 100 INV IN. 443.00 (AT LOWER MH DROP INTO MH) INV IN=441.60 U INV OUT=441.34 (Di FEET ) 440 1 1 1 1 inc = 50 ft. °� N N u7 oU oU O r r EwowwL( C N c0 c0 c0 h O O OCD CD CD CD CD UD 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PROPOSED CLEANOUT - EX MH ABI-MH-41 PROPOSED 20' UTILITY \ EA SEM ENT, TYP.'-- 4-1r � o rj N i� 0 o rn / T NlIN - - 48 --- - NlN------------493---_:------------- / - m --------------/ \I � -- u N A�,(, C o ' - _ 11 -TMP 61-134A BANK N/F ALBEE(39,547TRUST MPA�\ \\ II --No Qw 48 0 i 0.908ACRES ) DB O 646 PG 508 /g3 / > 475 CONTRACTOR'SHALL LOCATE TH XISTING PRIVATE m a /SANITARY SEWER LATERAL SERVICING TMP 61-134 PRIORTO/ / CONTRACTOR SHALL REPAIR & STABILIZE THE o ORDERING MATERIALS I SANITARY SEWER & / / EXISTING DITCH IMMEDIATELY FOLLOWING THE \ MANHOLES. CONTRACTOR SHALL PROVIDE ENGII / CONSTRUCTION OF THE PROPOSED SANITARY s THE VERTICAL ELEVATICI THE SANITARY SEWER LATERAL / SEWER. CONTRACTOR/SHALL ENSURE POSITIVE CONTRACT R'�HALL o INSTA THE PROPOSED 470 �.L A TfS CROSSINGS WITJ,ITHE PROPOSED SEWER RUN FROM / / SANITARY ER VIA AN OP Kl SAW CUT HERE ITS DRAINAGE/ IN THE DITCH. - / ALIGNMENT IS BENEATH T�HE EXISTING PAVEMENT. / MH2-MHl AND, MHS-MH4 FOR CONFIRMATION OF ITS O AF�SEWER INSTALLATION, THE PAVEMENTS 11 ADEQUAC. CONTRACTOR SHALL TIE THE EXISTING LATERAL SIGHT DI INT�THE NEW SANITARY SEWER MAIN OR SAN. MH AT THE /� - - _ _STANCE = 530' ,BE REINSTALLED AND HE EDGES SEIALL BE MILLED & / TIME OF THE CONSTRUCTION OF THE SANITARY SEWER „I OVEME 465 ST ST ST ST ST ST ST ST ST ST ST T ST ST - T \----fixx x-x-x-xfx x-x-x-x -x -7�x xx -x -x -x-x-x-x-xx -x W -----' _ --- \----_---- --- MH 2 - �------------ - ----- 460 --\= 5 =_\ _-\ - \ - OR226-PVC) -- -------------- - -2 MH1 - _--- (SDR 26PVC) - - - - - - - - - -- - - Ul _ - -IEX(SiINGJ2W5A MH - - - "�° - - - - - (SDR 26 PVC) - - - i' r \ I I r - ABI-MH-4 ITH PROPOSED - 1 - - - - - - 2-1 - - _ - - - - °N _ a„ - o„ o" W -ZO I / - --D"NNECTOW -� \ off °H - o" W/ - / °H-OH-°H- 455/\ 90,\" ° °„- OH H-°H- ,--_ _--- /c \R\Vtl5A4WH A�-IG1H- PROPOSED SANITARY SEWER RUN \ W \ WSA M BI-MH-41 TOP=462.21 BETWEEN MH 3 & MH 2 TO MAINTAIN 10' \ \ - / I OF HORIZONTAL SEPARATION FROM THE �+ 450 \ \ \ - - -- / \ J INV IN=441 .60 / \ / INV OUT=441.34 / EXISTING OVERHEAD POWER LINE \ P BPOSE EASEMENT., 'PUBLIC n / / / • / 5 I �/ w O CN \ \ UTILITY A� W O 0 445-ss-55-s5 \ Bssr Sur) = \ RACTOR TO REMO EXISTING LATERAL _ - \ TIE-IN CONNECTION AT MA OLE ,B (ELEV.=443.- / AND INSTALL NEW S" S ITARYSEWER W • 1. EXISTING / U� \ 1 CONNECTION SHALL BE M DIFIED FOR NEW 440 CONNECTIO „��'��7-�'1 O �D O 46R 68 1 1 (ss) INV IfV ;,VT (SE)=4422800 I / 69° \ INV /N (NE)-441.83 / INV/OUT=441.73 7+50 7+75 / / 1 20 / Z / J i / /u I / 1 / I / / u LU w a U) JOB NO. 192036 SCALE 1"=20' SHEET NO. 4 TH p --------------- / U.S/ROUTE 29 (NORTHBOUND)STRM I \o \ I I /SCOTT R. LINS� TRAILSEMINOLE / Lic. No. 035791,a / TOP=464.63 / / // / �ARIABLE WIDTH PUBLIC Rl/W / INV IN (24")=458.43 / / / '// O��SS9/29/ 0 �4 / INV IN (18")=458.33 / STRM MH I / / IONA / INV OUT=458.23 TOP=466.85 13.34 L.F. 18'l RCP @ \ / / / / / INV IN (18"x2)=460.75 8.775d \ / STRM MHI / / \ / EX 1 STRM DI INV IN (24")=460.70 / / I STRM MH \ � �\ TOP=471.�9 ) \ / � TOP=4761.76 �1►� I / STRM DI / = INV IN= 70.21 / V OUT=460.65 TOP=469.64 �464.09\ vv v INV IN=4669 \ 1 TOP=466�2, �\ Nb OUINV T=464.09 \ 470.00 EP g710o EP 471.69 TC INV OUT=466.0�- \\ / // NV OUT 470.26 INV OUT=461.`92 469.00 TIC \ 471.36E \ ,l, Z_ a / --- -- \ \ C�'� 468.67 EP \ W TW �w W I'M '-Sr_n-RCP @ 2.39% \\\ y- S _ 1.11% S Sr�s / o - "@ �. 1 -sT- sr� 04 24' sr �� sr s s sr - 32 L.F. F- 1' i sr _ sr - - ' o RCP - z sr UJI ° 2.47� / s-sf-sr-_S --- / 0 oHsr 24" r I / 3 / / RCP vim, / / 118.05 L.F. 24" Cp - - "T _ "D-ST, / - - --@'2.87% / 469.33 TC 0.61 TC _ � � � sr 0❑ � � f - / / 469.00 EP q7(� E % _ o / / (H sr - co CI: U - - - - - - �- - - - 7 / 01--------------- -- -- / T-_ - z a °A °off I / - o--- _ / - O a / MGM M M�-M - M MGM O M a. .J / Z Z VY { l -2s�W� 470.87 --- /' �v / J ® / \ ST14M DI /' c - - / 1 / 200 - / I \\\ \ 7/3.17 L.F. 24" RCP �- TOE=478.75 U) o w �' / � v INS/IN=472 72.10 2 � o � 0 STRM GRATE ' / /' 1% / I PROPOSED VAR. WIDTH \ I \ \\ t ® / @ 2.58% Ci<JT= =472. z a < /� / \ r i / / / - SWM-EASEMENT- \ \ 1 \ 1\ \ I / / /� v/ INV OUT=460.38 / TOP=4fz6�86 470.33 T i / ' � // // ~ w ? a ' / 470.00 EP \ //-\ CAM 1 / ,A NDO � BUT=463.59 /' In to w 4/1.00 EP - = < W / \ ,� DETENTION BASIN B' / ' ' 0'f ~ / / _ - - eaoeos€D�r� Grto �T ,= 6.1 III TMP 61-129 / /' z w PROPOSED 5' WIDE CURB CUTS WITH PEA ,_ _-DETENTION SYSTEMSA'' % I l / I ✓ N/F J.C. PENNEY PROPERTIES, INC / / oC GRAVEL & FILTER FABRIC UNDERLAYMENT PROPOSED 3.5' WIDE CURB e = �� I \ ( J I DB 1908 PG 726 / $ lie TO DIRECT RUNOFF FROM PARKING LOT CUT WITH PEA GRAVEL & 7 0 _ _ - �/ �I \ \ DB 4355 aG 625 / / - / INTO DRY DETENTION BASIN 'B' FILTER FABRIC UNDERLAYMENT�p T PARKING LOT INTO DRY '0% ECT RUNOFF FROM - �Pf�1V' ENVELOP B PHASE IG DETENTION BASIN 'B' 4-� / 0.10 ACRES - ' / FFE=475.67 - - / 484.oTW \ �' i / o 478.0BW - --- f /' / / ---- N N 10 PROPOSED 08" PRIVATE 1w, S - - _ _ ' ' - - / / THE PROPOSED END OF THE EXISTING RETAINING Ek ��./ YARD DRAIN SYST ' °ROOF & YS \\ PR0P05 0 " PR VASTEM i / WALL SHALL AVE A CLEAN FINISH WITH ' " - _ / R� / MATERIALS MA CHING THE EXISTING WALL. 1 01 PROPOSED V R. WIDTH. 110 MAXIMUM 5% S PE WITHIN / SWM EAS MENT PROPOSED PA KI G LOT, TYP. L,� / - - - TMP 61-134 " CAVALIER COUNTRY BANK I - - \ O / DB 527 PG 43 1 02 _ ----- 1 04 - / �, DB 327 PG 228 (PLAT) DB 468 PG 456(PLAT) aso.o6w / :0 06/// -�/ //\\\� 1 z / sp. - - - / / PROPOSED fi` SAX. HEIGHTRETA- - - - - - - - L9 t i- / / I / J HANDRAILS. WALL WALL _- -- - - - - _ _ \ --_- _ ------ / / \ \\ / I ABOVE 3' SHALL -REQUIRE W ALL A RETAINING WALL MAX. HT.-6' BUILDI G PERMIT, TWP: -------------------- _---_---487-- LLB z / ------ ------Ca Lu PROPOSED TREE- -496- / �- \ I -- LL x 111 po // / / / __---. PROTECTION& / 'Z�--------___/--- ------- / LU - TREE-tIN€_ /'III - -- - z / / / / // // - - - _ _ \ C ow > Iq / N / / \ / ---_---- -- - ---------- ---- - --- - - - -- - --- -- - -- - -- --- / _ W w a - - - TMP 61 134A / N/F ALBEMARLE.BANK AND TRUST COMPANY � I 0.908 ACRES.. (39.547 SF) -507- DB646PG�eL9 AGED STEEP A I \ / - / / // Q z SLOES V A / vv Z Q _j Q I x / / / V A AAA"( ----- A o o / / U < (�j / I A / W I I I I I DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 106 Dome Grate Yard Inlet 15" 485.00 105 8 15.77 9.51% 475.00 475.50 HOPE 104 Cleanout 8" 477.75 103 8 60.78 3.29% 475.50 473.50 HDPE 102 Tratfice Rated Cleanout CG-2 8" 476.12 101 8 34.96 5.50% 473.50 471.56 HDPE 110 Dome Grate Yard Inlet CG-2 15" 475.25 109 8 12.16 2.06% 473.50 473.25 HDPE 108 Dome Grate Yard Inlet 15" 475.33 107 8 5.74 5.40% 473.25 472.94 HDPE 112 Cleanout 8" 476.00 111 8 17.52 3.20% 473.50 472.94 HOPE 6 Modified VDOT MH-1 - 475.57 VDOT STD. IS-1 REQ'D 5 36 75.10 0.50% 469.94 469.56 HP Storm 4 Modified VDOT DI-313 CG-2 6' 475.20 VDOT STD. IS-1 REQ'D 3 1 36 42.35 0.50% 469.46 469.25 HP Storm 2 Modified VDOT MH-1 CG-6 - 474.00 VDOT STD. IS-1 REQ'D 1 15 8.23 1.82% 469.15 469.00 HP Storm 9 15 5.83 16.29% 471.50 470.55 HP Storm 8 Modified VDOT MH-1 CG-2 474.79 VDOT STD. IS-1 REQ'D 7 15 47.54 3.05% 470.45 469.00 HP Storm o V A v\ TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC \ \ _ - /' / / / / / / \ \ DB 1908 PG 726 ` , _ - i i ' - - - - - DB 4355 PG 625 \ / LU J u STRM DI v\ /�/� /i' o w \ \ \ TOP=505.57 \ \ \ INV=500.98 JOB NO. V A \ V A AV A P� v �> //i/// '/ GRAPHIC SCALE 25.4 15" RCP v A V V A \ 15" RCP 7 • % SCALE \ ' Z j j' ' 20 0 10 20 40 1"=20' \ \ \\ \\ \ \\ STRM H IN FEET \ \ \ \ \ \ \ TOP=504. / STRM // ' / 1 in h/ 2SHEET No. /0 ft. \ \ \ \ INV IN=499fiOP=50. 0 / / 5 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ^ d a U N N O O L0ryry y u a a L n C U v CO Q U > O T N w Q u a i C _ Q C C U)09 _ t O N Q U .- N J Qi K co � N II Wp � J 1p U O 8 Q N II C E a -i ¢ Ci U (7 d O ui w w Cn w° m in w w O' a u IY 4 36 6.0 0.07 0.70 0.049 0.20 0.00 0.20 0.0380 1 0.0380 1 2.0 1 0.0380 1 1.0000 1 1.89 1.00 2.0000 0.0833 0.1213 5.08 1.18 1.00 0.20 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet w _ n O N W Q W C N uu L vN � O O O C O m w v a N m -2 c N m d "rn o T� K W 0 C d 5 d C o. rn o 3 o w a 0 u _ m g r' ii o o m c c m o 3 2 U) > M o ``m, c '� 5 16 3 C N O NU N II C OU E a ¢¢ d7 n ° n r ci Cl i i v> IY 4 3B 6.0 0.07 0.70 0.049 0.32 0.00 0.32 0.0380 0.0380 2.0 0.0380 1.0000 2.26 1.00 2.0000 0.0833 0.1213 6.23 0.96 1.00 0.32 0.00 - PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe C UU E o m o c u d 3 rn m n E rn 2 rn m E m 5 ^ m 15 M b Q @ - > > :EM E w 0 o v (/1 w Q U a U a U u H - ci U C J rn Q LL LL LL' Pipe run: 106 - 4 106 104 0.38 0.45 0.171 0.171 9.00 5.58 0.95 0.95 475.00 475.50 15.8 0.012 0.0951 8 4.04 9.45 0.03 104 102 0.00 0.90 0.000 0.171 9.03 5.57 0.00 0.95 475.50 473.50 60.8 0.012 0.0329 8 2.37 6.42 0.16 102 4 0.00 0.90 0.000 0.171 9.19 5.54 0.00 0.95 473.50 471.56 35.0 0.012 0.0550 8 3.07 7.73 0.08 Pipe run: 110 - 6 110 108 0.01 0.35 0.004 0.004 5.00 6.67 0.02 0.02 473.50 473.25 12.2 0.012 0.0206 8 1.88 1.72 0.12 108 1 6 0.02 0.35 0.007 0.011 5.12 6.63 0.05 0.07 473.25 472.94 5.7 0.012 0.0540 8 3.04 3.50 0.03 Pipe run: 112 - 6 112 6 0.07 0.90 0.063 0.063 5.00 6.67 0.42 0.42 473.50 472.94 17.5 0.012 0.0320 8 2.34 5.01 0.06 Pipe run: 6 - Out 6 4 0.00 0.90 0.000 0.074 5.15 6.62 0.00 0.49 469.94 469.56 75.1 0.012 0.0050 36 51.09 2.09 0.60 4 2 0.07 0.70 0.049 0.294 9.26 5.52 0.27 1.62 469.46 469.25 42.4 0.012 0.0050 36 51.09 3.25 0.22 2 OUT 0.00 0.90 0.000 0.294 9.48 5.48 0.00 1.62 469.15 469.00 8.2 0.012 0.0182 15 9.44 5.75 0.02 Pipe run: 4 - Out 4 8 0.07 0.70 0.049 0.220 9.26 5.52 0.27 1.22 469.46 469.25 42.4 0.012 0.0050 36 51.09 2.90 0.24 8 OUT 0.00 0.90 0.000 0.220 9.50 5.47 0.00 1.22 470.45 469.00 47.5 0.012 0.0305 15 12.22 6.31 0.13 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT') PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CPS) 106 15" N to last Yard Inlet 0.64 5.40 0.38 0.45 4.0 0.68 1.5 WEIR FLOW 106 15" N to last Yard Inlet 0.64 5.40 0.38 0.45 6.5 1.11 1 2.0 WEIR FLOW 106 15" N to last Yard Wet - 50% clopged 0.32 2.70 0.38 0.45 4.0 0.68 2.3 WEIR FLOW 106 15" N to last Yard Inlet - 50% clogged 0.32 1 2.70 0.38 0.45 6.5 1.11 5.0 ORIFICE FLOW 108 15" N to last Yard Net 0.64 5.40 0.02 0.35 4.0 0.03 0.2 WEIR FLOW 108 15" N to last Yard Inlet 0.64 5.40 0.02 0.35 6.5 0.05 0.2 WEIR FLOW 108 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.02 0.35 4.0 0.03 0.3 WEIR FLOW 108 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.02 0.35 6.5 0.05 0.4 WEIR FLOW 110 15" N to last Yard Inlet 0.64 1 5.40 1 0.01 1 0.35 1 4.0 1 0.01 1 0.1 WEIR FLOW 110 15" N to last Yard Inlet 0.64 5.40 0.01 0.35 6.5 0.02 0.2 WEIR FLOW 110 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.01 0.35 4.0 0.01 0.2 WEIR FLOW 110 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.01 0.35 6.5 0.02 0.2 WEIR FLOW Desi2n Year: 10 Proiect: Sleet)Nlnnber Job #: ##### Prepared bv: GENERAL DRAINAGE NOTES: 1. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2016 ROAD AND BRIDGE STANDARDS. 2. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2016 ROAD AND BRIDGE STANDARDS. 3. PENDING PRIOR APPROVAL BY COLLINS ENGINEERING, THE DRAINAGE PIPE MATERIALS MAY BE SUBSTITUTED. ALL DRAINAGE PIPE INSTALLATION PRACTICES SHALL BE IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL ENSURE MINIMUM COVER REQUIREMENTS ARE MET WITH ANY PIPE SUBSTITUTION. FGM. PE ®---____-_-_- JKAI NAUL AKLA SCALE 1"=30' GIRAPHIC SCALE \Inch = 30 ft.A s W W�O� bJ ST _ ST / . __ vv M M _ - rl 00 / / d off i / / r V II I v / w � ���� - UNDERGROUND DETENTION / ' U.S. ROUTE 29 (NORTH 8UND) / SEMINOLE TRAI VARIABLE WIDTH PUBLIC R/W V A yN �W .DETENTION BASIN `B' (TOTAL AREA TO cTR 200= n 00 -4----,-----'�/' ■ 1 I I I I J I I / I I �' SYSTEM A erg/ PROPOSED CUR)S CUTS M �STIF. 11 / �D RECTING PARKINS LOT '" (ROOFJOP,EYUNOFF) UNOFF TO DETENTIIb 0.07 ac. 1 BASIN'B' \ 41 _-488' tw=0.90 112 -'� 4 STR.4 1O8 ■ A �� ---� P OPOSED VAR. WIDTH I ✓ /- 110 / _ _ _ _ _ - / " / / SWIM EASEMENT /=5 min. / - �. STR.1 4 / 102 104 ■ cw 2M3 Tc=S nli DETENTION BASIN B _ - '(1.0I aE DRAINAGE DIVIDE. SEE - - ?r _ _ _ cctt y�r=0.3 - - - / SWM PLAN FOR DETAILS 1 pT, 7-- - / / v. =5 min Structure Area Cw t' (Acres) (Mn.) 2 0.00 0.90 5.0 4 0.07 0.70 5.0 6 0.00 0.90 5.0 \ 8 0.00 0.90 5.0 102 0.00 0.90 5.0 / 104 0.00 0.90 5.0 / 106 0.38 0.45 9.0 108 0.02 0.35 5.0 110 0.01 0.35 5.0 1121 0.07 1 0.90 1 5.0 \ \ PROPOSED AC FOR INSPECTI PROPOSED LOWER 012" HP STOI EW-6(OUTFALL INVE UNDERGROUND DETENTION SYS 100-yr PEAK DESIGN WSE 10-yr PEAK DESIGN WSE: 2-yr PEAK DESIGN WSE: 1-yr PEAK DESIGN WSE: PROPOSED 036" HDPE STANDPIPE (STR. 21 TRASHRACK TO SERVE AS THE RISER STRUCTURE. SE ON THIS SHEET, OR EQUIVALENT, FOR TRASHRACK. R ELEV. 470.65. RISER TO HAVE ONE 1.25" LOW -FLOW (INV.=469.00). RISER INV OUT=467.00 (TO EXISTINI PREVENT FLOTATION THE RISER BASE SHALL BE EMBEDDED 6" INTO AN 28" THICK REINFORCED CC FOUNDATION THAT IS 6'x6', AND BURIED BELOW C STR: EX 1 (ST R EXISTII STA. 0+( TP=4 INV IN: 466.19 TC INV IN: 466.34 (TO REI INV IN: 466.09 (TO RE STR:2 MODIFIED VDOT MH-1 STA. 0+61.62 TP-474.00 INV IN: 469.25 TO 4 10, -------------__- All--------- %� / -440 / - / --- - h a --- / --_ 038a06---496- �\/�\ I / oh --- - / - Cw=0.35 _ _/ / . \ ,III L w %/ / . Tc= 9 min. O \ / I 0 --Nam e EZEV.=23' 1 \ N N 0O O 0 (o 00 O -- O > U � � o ° '. C)11co�� o �� ��� O J pN�� O ri +u� ��zZoo +I.O -� ~ zzo Co �azzzz cno Cn�---- zzz 12" MIN. COVE OVERUGD LESS MH w/ STAIRS SYSTEM, TYP. ON & MAINTENANCE. XISTIN CI 480 GRADE 480 iM PIPE WITH VDOT STD. / RT=469.00) TO SERVE AS / FEM 'A' PRIMARY OUTFALL ROPOSE / GR DE 475 475 -470'87 -470.77 /�/ O ERFLO / =470.67 / B PASS, T STIR. 8 =470.63 10) WITH PROPOSI E DETAILLf! 470 A DOWN SERVE A ISER RIM I I SYSTEM ORIFICE I SLOPES 3 DI). TO o CO-5 FIRMLY NCRETE I " 36 HP STORM ROUND. 36" HP STORM PIPE 75.10 LFI 0 ( 7 DI) 4 5 42.35 LF 0 0.50% JG D RESTRICTIVE WEIR PLATE AT LOW POINT, INV.=469 )0.00 DRAIN THE SYSTEM. SEE DETAIL ON THIS SHEET. 71.69 12" HP STORM PIPE, 8.23 LF 0 1.82% 200 SEE GENERAL SWIM FACILITY NOTES #2 & 4 ON THE PREVIOUS SH MAIN) 12" HP STORM PIPE, 34.71 LF 0 2.33% MAIN) 460 460 J J 00 O r- W W r ) 0j O N LO W It (0 � � � lei 0+50 1+00 1+50 2+00 GENERAL PROFILE NOTES: 1. ALL FILLTO BE PLACED AT95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 480 PR STR:8 MODIFIED VDOT MH-1 STA. 0+54.80 TP=474.79 INV IN: 470.55 TO 4 INV OUT: 470.45 TO 15" HP STORM PIPE 47.54 LF 0 3.057. =D SERIES OF 36" HP STORM PIPES WITH STREAM RESTRICTIVE WEIR PLATE TO S PROPOSED UNDERGROUND DETENTION 470 'A'. 30" HP STORM PIPES TO HAVE 0.50% WITH A TOTAL LENGTH OF 117.5' PIPE SEE GENERAL SWIMFACILITY NOTES �0% #2 & 4ON THE PREVIOUS SHEET FOR CO- DESIGNOFOUTLETPROTECTION. -S 465N .25'. TO =ET FOR DESIGN OF OUTLET PROTECTION. UGD SYSTEM AND DETENTION BASIN J J � O W W � pj r PROFILE SCALES: 1"=5' (V) 460 o It 0+50 0+75 BYPASS 00 (0 / E npllNl GRADE 475 STR:4 MODIFIED VDOT DI-3B, L=6' STA. 1+03.97 TP-475.20 INV IN: 469.56 TO 6 INV IN: 471.56 TO 102 470 INV OUT: 469.46 TO 2 INV OUT: 471.50 TO 8 36" HP STORM PIPES, PART OF UNDERGROUND DETENTION SYSTEM 'A' 15" HP STORM PIPE, 5.83 LF 0 16.29% (EMERGENCY OVERFLOW/BYPASS) PROPOSED ELEVATED 015" HP STORM PIPES ALLOW MORE SIGNIFICANT & LESS FREQUENT STORM EVENTS TO SAFELY BYPASS UNDERGROUND DETENTION SYSTEM'A' 1 4601 iCOTT/R. Ct?LLINSZI Lic. No. 035791,a 9/29/20 to z z 3 x m Inc U z O J a Z a Z 0 � LL O U IY U Cn O W Z W z W JQ a J Ce O w OT i m m J a V) w v, t=n w PI a o F W z lie I� W N N � N 0 u WWI isms LU J I-1 � z w LU OQ J z Q U I LU z LU W J U) U LU O w W a U) JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 REV. 7/1 203.07 A PERMISSIBLE COMET. JOINT A EJ -TRUNCATED DOMES SEE SHEET 1 of 4 FOR DETAILS TANGENT PLAN STD. CC-2 2'-0" 5--o" BACK OF CUR 12 .1 48A 11AV 20 a 4:1 2'MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE In PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 1 4 1 2 5 2 3 5 3 3 6 4 4 B 5 5 0 6 4 7 3 5 8 15 15 NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE o u - 3 o a rc o= InI InI 11 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMNSIONS AND SLOPES ME AS NOTED. 5=;,K � A2_• M1N . 2'• HIGHER THAN F OF PAVEMENT AT)X.'1",.SAME AS TOP OF CURB THIS COMBINED (PARALLEL W PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO ELOPING SIDES WITH CU X 50" MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OF CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 0z VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES( 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN RACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF GVRB) WILL BE PAD FOR AS RA MIL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" ITS" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WLL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 15" AS SHOWN. v NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. g 5- CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-B AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. 2• RADIUS „A n ' Y IX.�-G. SURF) ;� �D •;�•• BASE D'"D ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB DS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 R C CG-2 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 TACT( COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -------- EXISTING SUBBASE ---- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 % INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WOENNG SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING MD PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MNMUM DEPTH OF 1 I/s INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY FEE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M ACCEPTABLE PAYMENT CROSS -SLOPE AD EFFECTIVE SURFACE DRAINAGE. 8. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FNAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(0 OF THE SPECIFICATONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07W) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REFERENCE" REv N/o7 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 7. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-7 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 (VDOT). 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIF/CA77ONS 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. THE MAXIMUM ALLOWABLE SLOPE IS 2: 7 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:7 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS It/. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TOP OF 4- 2" R CURB 6" a < 13" a 7" .a 1, 6" 2, STANDARD CG-6 STDONEOT #BASE57,# UNDER CURB CURB & GUTTER &CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. I I I I Z LD L r I NOTES: L IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE. DITCH SLOPE. DITCH SLOPE, OR SHOULDER. 2. MIS ITEM MAY BE PRECAST OR CAST INPLACE. 3. ALL CAST N PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET 101.12. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS MD SKEW ANGLES TO 15'. 5. NV�AL6R OBEWINGWBEVELED S OCCIN UR. ALL AREAS EXCEPT WHERE A CONFLICT WITH FOR CONCRETE PIPE O 5 0 L CUBIC VAROS ONE DOUBLE O �W�E INCREASE FOR EACH ADDITIONAL PPE 0 b 72" T-D" 2'•a' W-10" 0.326 0.066 0'- a-T' 75" 2'-3" 2'4• T-3^ 9fi71 D'- •-1 - tl" 2--6" 3'-a• III 0.941- V' OR 24" V-6" 4'-0- 1T-6^ 1.763 O.444 a-2 a-r• 27' OR 3a' 4'-4• 5'-0• 14'4' 2.730 b-3 • '. I 33" OR 35" 5-2" W-0• 17'-2*' 31054 0.907 a-3 a-}'• NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC. \\//x 4" 21-A STONE BASE CONCRETE SIDEWALK EW6 a SHAPE TO BE BEVEL WITH MOR DO NOT BEVEL INVERT 6. BEVEL 0 E IS REQUREO ON THE HEADWALL AT THE NUT END OF THE CULVERT (WHERE THE ROW ENTERS THE CULVERT), 7. HEADWALL AT THE OUTLET END OF THE CIAVERT MAY SE EITHER SgINE EDGE OR BEVEL EDGE. a. ON SHALLOW FILLS WHERE ENOWALLS ARE 1.OR LESS BELOW DER SHOULLINE, THE TOP OF THE E40WA L SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. W. j',- CHANTER MAY BE PROVIDED ON ILL CDMES AT MAMIUFAOTUREWS OPTION. 10. QUANTITIES (RVEN ARE FOR ONE ENDWNLL. PLEASE PETER TO STANDARD EW'-; SHEET 10L01 FOR ALL DIMENSIONS NOT GIVEN IN TABLES. FOR CORRUGATED METAL PIPE CUBIC YARDS INCREASE FOR 0 S C L CONCRETE EACH ADDITIONAL 0 ONE DOUBLE PIPE ENOWALL IIIr-r• s•r Dau o.oe7 D 1I , a-r 15, N^ Y-4•• ]'-0- R-4-^ 0.4160 0.241 a-2- a-1 ' 21" 31 4'- IT-T L640 0.N2 0'- a-2' 2T' OR 3'-V' V-0^ " U-JI 2266 a 70 0'-3 0'- /" 30- 4'-T 6'10" N'-7• 4275 WI 01- 1. 01-3• RE�E" STANDARD ENDWALL FOR MULTIPLE PIPE CULVERTS ROAD AAo BRIDGE sTADMos TOO 12" 36" CIRCULAR PIPES REVISION DATE SHEET 1 oIdI 302 WN7NA DEPATTAENT OF TRANSPORTA-ION oth 2016 ROAD & BRIDGE STANDARDS NO SCALE 12" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING Itz WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - ` WHITE m TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW L� z GALVANIZED "U" CHANNEL POST ON :2 0 O W LIJ 0 0 � VDOT A3 GENERAL N CONCRETE ow o TOPSOIL AND SEED In 4" MIN. �1'-01, HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21-A BASE COURSE/'g/// \ / /\/ ///�/f�j\j�//j NR \\ COMPACTE , SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE COMPACTE SUBGRADE ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT a EX. STONE UUBBASE COMPACTED- SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 4" COMPACTED AGGREGATE BASE COURSE, VDOT #27A 2" SM-9.5A SURFACE COURSE COMPACTED 14' SUBGRADE f CLASS A - TYPE I LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) 11 LOCAAON FACE FA AOFA OF CURB BUMPER BLOCK PAIN PAINTED PER VDOT SPEC. TRIPE .�I��lIT,��•..IGTA� ICA0 ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A3.i7.1-09. 13'X25' CONC. MIN. 12'x20' CONCRETE DUMPSTER PAD DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE �6" COMPACTED 23.13 STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL r LO1AA-PERMEABILITY 501L 1 r- FILTER FABRIC FINISHED GRADE 1 a ' i A4AJ� STRUCTURALI BACKFILL 2F-ON TYPICAL 4" DIA. DRAIN TILE -1 1 �I6 I«I 6' I�- 2J_�II .3TOA f OF H (TYPICAL) NOTE: RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. 45• TOP OF CONCRETE MIN. WALL 4211 SITE RAIL GRADE �.Lli rQ SITE WALL WALL RAIL FASTENING DETAIL NOT TO SCALE 13'-0" STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 6'-0" o I�u� (�•) A !4 - _ $ PAINTED BRICK ENCLOSURE TO MATCH PROPOSED BUILDING (8" WIDTH X 7'-0" HEIGHT) = A A STEEL BOLLARD (EXTERIOR) 1 9" (TYR) (SEE DETAIL THIS SHEET) O WOODEN -DOORS DUMPSTER GATE (SEE A R, a 40 . DETAIL THIS SHEET) DENOTES 8 C. Y. DUMPSTER ER 13'-0" I�D( I X 6 -8"(H) L) X 5M - LAYOUT 2 PER ERW) � - � NOTE., BROOM FINISH 6 x6 W2.1xW2.1 WELDED L2" R1RE REINFORCEMENT 7" CLASS A3 CONIC. 7" 21A STONE -COMPACTED SUBBASE DETAIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS 2 0, 2R 13' - 0" Q J lx6x6 TREA7SELD BOARDS (BOLTED TO IRON FRAME STEEL BOLLARD (EXTERIOR) (TYR) (SEE DETAIL THIS SHEET) EL 2x2x3/16 CANE BOOT ANGLE IRON FRAME DETAIL DUMPSTER GATE DETAIL - DUMPSTER AREA NOT TO SCALE SCOTTTR. C1?LLINS'ZI I-H Lic. No. 035791,a A 9/29/20 Z Z 0 ED O U Z < o a Z p Z 0 o u ar V LuLU Z W LL J 0 Z O Q w On J Q W � (n w __J 2 Q F W W Z� ce 0 0 N N � N 0 Lu z Q J z E..� L\ M 0 N M W o z N H� L L_ W CIA W z J I--i w F- Lu 0 0 a O 06 Z J�/ x LL Lu W" Qo 2 w ULn z � 1 W 1 1 1 E•. Z fil LL� lL J z � J w ��N V w _ O O J N u Lu Lu O K W _ JOB NO.� 192036 SCALE AS SHOWN SHEET NO. 7 Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE, THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. 1992 DRIP UNE SNOW FENCE BOARD 3.38 FENCIN 1(G/�\��JAND ARMORING �� 11 "A, 4, � t t t I }Y.�• RD FENCE _7- CORRECT METHODSOF .r --Tg—•• CORRECT TRUNK ARMORING ON TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp In 284-111-297 for completesperifir.timse) L T he to llow In, Item* *ball he* how on the nla n: U Treestobesaved; ® Lirmtsofeloaring(outaidednphmoftreestobemved); ® Location and type of prohNfive Coning; 0 Grade chmrges requhitrg tree wells or wags; 0 Proposed trenching ortunneling beyond the limits ofclearing. 2. Markings: 0 All". to be saved shell be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 7. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the conhacter on site. 4. Equipment Operation and Statues: 93 Heavy equipment, velicalar traffic and storage of construnion mdedals including soil shall not he pearahad within the driplines of trees to be saved. 5. Sou Erosion and Storp,watar Detention Devices: LI Such devices shall not adversely atlect trees ON saved. 6. Firer: fr Fires are not permitted within 100 feet ofthe dripline of trees to be saved. 7. Toxic Materials: El Toxic materials shall not be stored within 100 feet of the dripline oftrees to be saved. S. Protective Femine: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. U Frndng shall be m place and shall be inspectedand approved by a CountyInspwWrprier to gmding or mmtru m 9. Year Well*: ® When the ground level must be raised within the dripline ofabee to be saved, a tree well shell be provided and a construction detail submitted for approval. 10. TreeWall., LI 1Vhen the ground level most be lowered within the dripline a tree to be save], a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchins and Timeline: LI When trenching is required within the limits of clearing, it shall be done as far away from the trunks otimes as possible. Tantalum under a large tree shall be considered w an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleo LI protective fencing shall be the last items removed doing the final deanup. 13. Damaeed Tree,: ® Damag trees skill be treated immediately by pinning, fertilization m otharmelhods racommrnded by a hoe specialist. NOTE: IT IS EDEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 8/24/2020 DA11 CONTRACT PURCHASER SIGNATURE (DATE) 5j lf06 Pepe 1 of I EXISTING BANK BUILDING AND DRIVE-THRU TMP 61-134 CAVALIER COUNTRY BANK DB 527 PG 43 DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) THE PROPOSED E D OF THE EXISTING RETAINING WALL SH ILL HAVE A CLEAN FINISH WITH MATERIALS ATCHING THE EXISTING WALL. EXISTING TREES TO REMAIN SEMINOLE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT—OF—WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 8' GRASS `PLANTING/UTILITY STRIP PROPOSED LANDSCAPING AND STREET TREES w W WArMWEE MMmMIN �® a ►s w W s err/c �\`+�\ (8� AB 311' MAX RI ITI DING SETBACK 1------------------- 0 ro PROPOSED /DOT w W W — ©AB 1 PA 4 MV nosh 4 IV ' ,r4 IIL`�r1r�.- Rj�% 91 ,1 AR :� �r1a Is IN 11 PROPOSED II �I ,n l i r�717 _ . IL✓r�._� �. � �_ IV 91 vm per, ril.•Y6�::P�o�M �. � �� r•; 10NI cO ,-�oon1 000vo_ ( r. 1L_ ri���1�11r'��r��t�.l��� F _WIM I N I • • � e DB 646 PG 508 EXISTING TREE CANOPY AREA TO REMAIN 16,800 SF EXISTING TREESf TO REMAIN TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 EXISTING CHAINLINK FENCE ALONG PROPERTY LINE 1•� sr � LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME TREES QP QUERCUS PALUSTRIS PIN OAK PA PLATANUS ACERI FLORA LONDON PLANETREE ASL ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE AR ACER RUBRUM RED MAPLE UNDERSTORY TREES PY IPRUNUSYEDOENSIS IYOSHINOCHERRY EVERGREEN TREES MG MAGNOLIA G RANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA MV IV MAGNOLIA VIRGINIANA JUNIPERUS VIRGINIANA SWEET BAG MAGNOLIA EASTERN RED CEDAR IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY SHRUBS AB ABELIAGRANDIFLORA GLOSSYABELIA IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE CS CORNUSSERICEA RED TWIG DOGWOOD IC ILEX CORNUTA CHINESE HOLLY EXISTING VEGETATION Existing trees onsite TOTAL CANOPY PY i TMP 61-129 N/F J.C. PENNEY PROPERTIES, DB 1908 PG 726 I DB 4355 PG 625 'OIII 1II1 a ALONG EXISTING TREES TO REMAIN SIZE CANOPY (sf) QUANTITY COVERAGE(sf)1/2" SZ1/2"cal. CLic.No. 1,'n1/2" �41/2" cal. 471 4 1,884 422 3 1,266 cal. 195 3 585 cal. 452 3 1,356 -?"ht. 99 7 693 -8- HT, 82 10 820 HT. 60 9 540 -5' HT. 62 10 620 -8' HT, 44 10 440 z 0_ In z LID 2: 4" 1 min 14 37 518 4" ht. min 64 37 2,368 0 cc a z_ 00 z 0 4" 1 min 72 37 2,664 4" ht. min 14 38 532 O 16,800 U Ln 0 O 31,086 O z a O k w m J rA > m a v=) LU TREES UP TO 4" CAL. SHALL BE STAKED Q 0 WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE > ~ ur) GUYED WITH 3 EQUALLY SPACED, TWISTED, W Z .. MJ AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES O O MULCH SAUCER 00 AMENDED SOIL MIX Z-c O CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH u h!—!III COMPACTED SUBGRADE -L9z Evergreen Tree Planting Detail Q Not To Scale 01) M CID _ M DOUBLE STRAND GAUGE WIRE WI TH RUBBER HOSE&TURNBUCKLES CV 2%2" HARDWOOD STAKE \\ CUT & REMOVE BURLAP FROM TOP J 1/3 OF BALL AS SHOWN � G\1 SCARIFY SUBSOIL TO 4" MIN. DEPTH W `i MULCH SAUCER O FINISHED GRADE LL TREES UP TO 4" CAL. SHALL BE STAKED. C•� TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED uj TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE J 1,13 OF TR _ 1 _ AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH W COURVEY TAPE. REFER TO SPECS ICI ✓ II FOR ADDITIONAL INFORMATION. -- �� I III— —. —III— 1111 AMENDED SOIL MIX II II COMPACTED SUBGRADE LIJ W i_'f, Tree Planting and Staking Detail LU r_ Z II < Not To Scale O Za � J Q NOTES. 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICA77ONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE U Q Z SPECIFICA77ONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENs ASSOCIA7ON, 7HE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF 7HE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, r l J OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT W `J OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,Ul AND BE MAINTAINED AT MATURE HEIGHT,• THE TOPPING OF TREES IS LL PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT 7HE OVERALL HEALTH OF THE PLANT W u�,�na1l J. 7HE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' W ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS C G LANDSCAPING CALCULATIONS: J w z TOTAL PROJECT AREA 0.908 AC).- 39 552 SF CANOPY REQUIRED 10 • 3,955 SF � W PROPOSED NEW 7REE CANOPY • 14,286 SF EXISTING TREE CANOPY TO REMAIN 16,800 SF w IUIAL UN-51TE THEE CANUPY' 31, 085 SF J STREET 7REES: ON /1 TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 160 LF �J TOTAL S7REET TREES REQUIRED (1 7REE PER 40) = 4 7REES TOTAL S7REET 7REES PROVIDED = 4 7REES INTERIOR PARKING CALCULAAONS: TOTAL NEW PARKING AREAS AND 7RAVELWAYS = 5,100 SF b TOTAL INTERIOR LANDSCAPING REQUIRED (590) = 255 SF — TOTAL INTERIOR LANDSCAPING PROVIDED = 844 SF � _U TOTAL NUMBER OF PARKING SPACES = 10 SPACES O a w Ln TOTAL INTERIOR LANDSCAPING REQUIRED (1 7REE PER 10 SPACES) = 1 TREE JOB NO. TOTAL INTERIOR LANDSCAPING PROVIDED = 2 TREES 192036 GRAPHIC SCALE SCALE 20 0 10 20 40 ill =20' ( IN FEET) SHEET NO. 1 inch = 20 ft. 8 Type No. SiteLyter Series Catalog No. Direct Pole -Mounted Luminalre Job. Name Horizontal Lamp APPLICATIONS • Paul Low, Roadways, Wallader Commercial Melia, Tennis Courts, Aulo We and piherooki..rem[mnmeris. CONSTRUCTION Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens MAXIMUM FC LLF Description S ®> 1 SITELYTER SERIES POLE LIGHT 201 3000 12.0 1.000 SL-H-40-3-PMA-DM-8 WS1 E> 2 DSXW1 LED WALLPACK 151 3000 5.0 1.000 WF23-9L-3K-UV WS2 E> 3 DSXW1 LED WALLPACK 151 3000 5.0 1.000 WF23-18L-3K-UV STANDARD LIGHTING DETAIL: FOOTCANDLES • Formed heavy -gauge aluminum housing. NOTES: whesndlgaawledgemsslens z. EACH OUTDOOR LUMINAIRE SHALL EMIT 3,000 LUMENS OR LESS AND SHALL BE A FULL CUTOFF LUMINAIRE AND BE ARRANGED OR SHIELDED TO Hinged lens dear < "'' REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES WS OPTICS A��s�g ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. . Held mlatable opteal Iray 4_ SSV Oneiw ofI ESTvpe9 2,3,4arS, 2. ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 2o' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. Alarbaml lamp 25OW must EMI V 0 L E TRAIL ROUTE 29 3. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. • I IsmpS above 250w must be F,bJ type ELECTRICAL ,ate _ VAR. WIDTH PUBLIC RIGHT-OF-WAY 4. LAMP TYPE SHALL BE LED WARM WHITE LIGHT TO CREATE UNIFIED LIGHTING ACROSS THE SITE. Hi9hpeixarptorbalaal. T7 S. FIXTURES SHALL BE BLACK IN COLOR. • High pounleebalaalWGh inaegal meal sink. fo'(£G.doa-5 i FOOTCANDLES . 4kVpul6a-ratedporaelzinsooket. ,t•�,,.,50, e HIGHWAY PLAT BOOK 1 PAGE 227 • Al me lal he ids 11xWrea ere D,Il plan. _L i MOUNTING • 1a Di real su lass mount � � • 9"arm wl IT direct so dace miFri (optional). • Post top for?" or V round or o' o r 5" square Will (optione). • Aojuslable arm ad Spain to r square pales (optional). 9' f • 2"tenon adjustable adeple r(optionab �• WARRANTY/LISTINGS PROPOSED VDOT • ILL 1599111 for wet listeners. • Published one yearlimiled wameny, R/W 9" elm ed included See Tiounhng wwasaias 9" sea haul orall marKing a 90°. Creating Guide Example: S1.14402PRIADM-9 9L ❑H a ❑2 PN1A BM ❑ - ❑B 8L=SiHLytar HHonzolne Il 32=320 KT28) 2-ryye lP IPulse Sort 8M-Dimi,tl0purn I120V 35=353(1 3-Type 111 2-20n 40=400 ET28P 4-PTO N 3-240V 45-457(BT37) 5-TWOV 4-277V 75=T50 (NOT) 5-490V 0-120V-2]]V 25= EI8) 0,LX-High Presmre Sodum o d0=40400 (E187 '250wNO0N aNiable in l0'Om/M1o�aingro&i50MareHble in l2"@ephwsiry. °° ° c ' Begta Mosoees,wnso lamp. ' Ty,11 a5moWon onYaYJlatbm4aNla0 cove Me011611aa 'Hor¢OiRl Qampiwdlxlire3 pl0Vli4tln'it FN Gloss 1plu 5hnd3rtl. 46 �Road -PSoz129 + 2wFxhel3io NJ 0 0a3 - - - - - 0 0.0 0. 0.1 ' 0.1 0.1 0.2 0.2 0.2 0.1 0.1 - 800-334-2212 ww w.excelinedom T I. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - product is a Philips group brand peuct 9lbrmalion is subject to change witout notice PHILIPS r. 11no O +. + +. +: + + +. + + + + + + 0•-2- 0.1 0.0--0.0 0.0 Wall FormsaWF23 �► Wall FormspWF23 1 'MIN. PA KING &BUILD NG ETBACK .^ Shallow Cutoff Face Surface Mount, Round Shallow Cutoff Face Surface Mount, Round _ IdM LIGHT11NG revision 52114. k1_Wr27 spei IGM LIGHTING revision 521/14 • M wf23_spe .P Type: WS2 Approvals: Type: - Job: SLEEP NUMBER CHARLOTTESVILLE Job: Page:2 of2 + + + + + +� + + + + + Catalog Number: WF2318L310.1i 0.0 .1 0.2 0 0. .8 1.5 1.3 ° 0. 0.2 0.1 0.0 0.0 .0 so WF23 18L3KUV / St./ \ FiNure EIecuiW Mdule rinlsF Opn°ns _ - _ - - - _ - - l SKI, Standard Features � Date: Page: 1 of 2 ov Specifications Surface Mount: Die -cal low copper (<0.6% Cut aluminum alloy with Fixture, Cal No. WF23 + + + + + ++ + double sldeemlls. Zinc plated steel mourning plate supplied f«mounting 0.1 0.2 0.3 .4 1. ° 4a2 2.7 0.3 0.1 0.0 0.0 .0 to standard Yor 4'junction box. Electrical Module Cal NOS, for Eleariwl Modules available: Face Plate: Die-cast, low capper (<0.6% Cu) aluminum alloy with LED = Light Emitting Diodes vertical and horizontal double ribs covering the full hemisphere. Ribs LED F-7'/.� 10'/e" are minimum'/e'depth and 341'thickness. Secures to housing with four 17191-2KW' C18L2KUV' stainless steel Captive socket head screws. s ❑9L3KW' CLaL3KUV' Shallow Cutoff Face: Solid upper half providing 3 /4" from housing v I ie and concave lower half. ❑9L4KUV' C18L4KLIV• WS2 30 MAX. BUILDING SETBACK Lens: Flattemperedglass,3/sminimumthickness with internalsandblast. ❑9L5KUV' C18LSKUVI Retained in face plate and sealed with a one-piece silicone gasket Lam LED LED a LED Optical System: A total of 9 LED emitters configured in a P W 1 0• 1 0• 2 + 0• • 0 3 to + rectangular array comprised together as a module. One (1) module for ---Socket N/A N/A - ' v 9 LED version and two (2) modules fa 18 LED version. Available in 'For LED 9L = SLED Emitters; 18L = 18 LED Emitters; 2K= 5801 color temperature; _ - - - - - - - - - - - 580nm, 30001 4200K and 5100K. 3K = 3000K col« temperature; 4K = 4200K col«temperature; 5K= 5100K color temperaWre; ibex in wall by others LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to UV= Universal Voltage from 120 to 277V with at 10%tolerance. Shallow Cutoff Face 277V with a t10%Tolerance. -40°F starting ternpeature. All drivers are Surface Mount Underwriters Laboratories recognized Finish: Each luminaire receives a fade and abrasion resistant, Finish Color. Blade Dark Beans UghtGay Stemlil Gay Platinum Siher Whip Cahm Colas' electrostatically applied, thermally cured, triglycidal isocyanurate nCIQ TGIC powder coal Cal, No.: C BL C DB ❑ LG o SG o PS o W„ o ix + + + + PROPOSED BUILDING + polyester powdercoat finish. Standard Colors include (BU Brady (DB) 0 0.2 0.3 0.4 1.3 0 ° .0 Dark Bronze, (Wet) White, (PS) Platinum Silver, (SG) Stealth Cray, (LG) " ustom colors subject to additional charges, minimum quantities and extended lead times.l.1 C o Light Gray, and (CC) Custom Color (Include RAL#) Consultrepresentative. Custom color description: f \ v PHASE I A �J E I Finishing Items: Electrical modules and face plates Each set of - ENVELOPE finishing items shall be in one container, clearly marked with the fixture catalog number. CAUTION: Fixtures must be grounded in accordance with national, 0.10 ACRES WF23 with LED state, and/or Idea[ electrical aides. Failure to do so may result in serious + + + + + + personal injury. Optional Features ' � \ 0.0 .1 0.2 0.3 Q. 1.7 4 .0 ° THESE FIXTURES ARE AIMMED IN THE v S 1 Fusing Single Fusing for 120V, and 277V primary. � DOWN POSITION Cat. No. ❑SF No Option v + + + + o + Light distribution Shallow Cutoff Face 0.0 .1 0.2 0.3 •4 �°2 1 � "" Llatl sand Ratl WS2 W S s °'. R ETU t0 ILL Standard 8750 IP66 Rated CE 25C Ambien[ v o p 9 ° 'Suitable for wet locations U.S.PATENTS: 0385ear, D381,452, D378,621 KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE + + + •YI + + °o,l + + + peso ° + ° + V/�p Vv+ +\1^1 }j.� + ®MN4KIMLIOWING- 19555EMTGALEAVENUE CITYOF INDUSTRY, CA 9174EF1758-TEL: 82898&5988• FAX 62896&5716 02014 KIM LIGHTING -1&555EASTGALEAVENUECRYOFINDWTRY,Q9175-17M-110:52&9�5858-FA%: e2&95&5718 0.1 •2 (✓•3 -0.4 • • " • -- J. J. a�° • �. • v V ° •1 V./' •3 o ° v °o v ° v Wall FormseWF23 //� Wall FormsaWF23 to + + ' ° � o 0 0 0 Shallow Cutoff Face Surface Mount, Round Shallow Cutoff Face Surface Mount, Round + + + + + to + + + IdM LIGHTNG revision 521/14 a kl_wf23 spesi HIM LIGHTING revision 521/14. Id wf23-spec.pdf 0.1 0.3 0. 7 1.1 0.9 1.0 1. 1.3 .4 0.9 - °1.1 1.4 1. Type: W81 Approvals: Type: - Job: SLEEP NUMBER CHARLOTTESVILLE ° - v Job: Pepe: 2 of 2 o Catalog number: WF2391-3KI-I o ° v ° ° v WF23 / 9L3KUV / BL / � d hi°"°°' Standard Features + + 2 + 7 + 2 9 + 4.2 + 5.1 + 4.4 + 3.5 + 0 9 + 0.4 0. ° + + + s«p,ret LII ° 0.2 3 0.4 4 Date: o Page:l oft Specifications Surface Mount; Die-cast, low copper (<0.6% Cu) aluminum alloy with Fixture, Cat. No. WF23 I ° doublesidewalls. Zincplatedstee mourning plate supplied f«mounting ° Up standard Yor flunction box. Electrical Module Cat. NOS, for Electrical Modules available: Face Plate: Die-cast, low copper (<0.6% Cu) aluminum alloy with LED = Light Emitting Diodes vertical and horizontal double ribs covering the full hemisphere. Ribs LED + + + + + + + + + + + + + + are minimum Wdepth and'/1s thickness. Secure to housing with four 17191-21(UV' ❑ 18L2KUV' stainless steel Captive socket head screws. e 9wKuv' ❑ 1aL3KUV1 0. 0.3 .8 4.4 7.8 8.5 7.7 4.6 8 0.3 0.2 0.2 .2 0.1 0.1 Shallow Cutoff Face: Solid upper half providing 3 9 /a from lousing and concave lower half. ❑9❑ L4KUV' 18L4KUV' C Lena: Flattempered glass, 3Wminimum thickness with internal sandblast. ❑9L5KUV' 018LSKUVI Retained in face plate and sealed with a one-piece silicone gasket. Lamp LED LED LED Optical System: A total of 9 LED emters configured in a -Socket N/A WA rectangular array comprised together as a module. One (1) module for c 9 LED version and two (2) modules for 18 LED version. Available in 'For LED, 9L = 9LED EmitteJ 18L - 18 LED Emitters; 2K= SBOnm color temperaure; + + + + + + +S + + + + + + + + + 580nm, 3000K, 4200K and 5100K 3K= 3o00K color temperature; 4K 4200K color lenperatuis5K= 5100K color temperature; /�6 Jbox in wall by Others LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 W ILN= Universal Vdtagefrom 120W277Vwfth a t 10%tdemnce. 0.0 0.1 0.2 / � 1. 9. 5.1 - - 0.3 0.2 . 1 0.1 0.0 0 Shallow Cutoff Face 277V with a t10%Tolerance. 4CPF starting temperature. All drivers are Surface Mourn Underwriters Laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, Finish Color Blade Dark Blurs UgItGay Steal31Gay Montre mSiker Mrs, Galan Colas _ electruchodically applied, thermally cured, triglydidal aocyanurate (TGIC) TGIC powder coat Cat. No.: C BL ❑ DB ❑ LG ❑ SG ❑ PS - WH -CC - Polyester powdercoat finish. Standard colors include (BU Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Cray, (US) eCo starn colors subject to additional charges, minimum quarri ies and extended lead times. o Light Gray, and cQ Custom Color (include RALk). Consult representatim Custom color description: + + + + + + + + + + + + + + Finishing Items: Electrical modules and face plates. Each set of finishing items shall be in one Container, clearly marked with the fixture 0.0 0 • i1 0. 2 0 • ^I 0. 11 0 • i1 0.0 0.0 • 0 catalog number. L CAUTION: Fixtures must be rounded in accordance with national, WF23 with LED state, and/or local electrical codes. Failure b do so may result in serious personal injury. Optional Features THESE FIXTURES ARE AIMMED IN THE + + + + + + + + + + + + + + + + Fusing Single Fusing for 120V, and 277V primary. DOWN POSITION, Cat.No, DNF :1 No Option� 0. 0.0 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 Light distribution Shallow Culof Face + + + + + + + + + + + + + + + + �•••p� and 6 ET ' Ed ILL Standard 8750"'" aP66 Ra edRati" ° il CE 125C Ambie rc .0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 'Suitable for wet locations U.S.PATENTS: D385,054, D501,452, D378,62' KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. 0 M4 KIM LIGHTN3• 16555 EAST GALE AVENUE, CRY OF INDUSTRY, CA 9I74ST766•TEL: 82&88&56rA• FAX 62696&5716 OM4KIMLIGHTING- 16555 EAST GALE AVENUE, CRY°F INDUSTRY. CA 91745-17ft9 TEL: 8289W-5%8 FA%'. 62&968-5716 X 1-/ X 1 u 1 2 2 1 Le FOOTCANDLES FOOTCANDLES P/L W O 2U L CY I- 0 U) H z� OJ ,2 120 V / Q IaL QQ r M J �Il�1li�J� I F T ) 1 c 10 ft. 1� Lic. No. 0357911n 9/29/20�� r 1 W Z Z 3 W � a on O Q U Z O J Z aQ Z 0 O U i U C) W Z(n Q 0 Z LL JQ Q � Li O ul to J WED LU Cif 011 W u y J d Q 0 � W Z .. R-' LU I i 0 z ZJ t� M W _ O\ CIA < M o WLL z N H� W LU > J Z ai LL z _ ? U W 11 1 • • a 0 �L O � z Z� T 2 v Q (D l = J w U � 1 Ul Lon 1 1 1 LD Zmow// F•L•1 W LU - 0 O Li U LU w Cr0 Li Ln JOB NO. 192036 SCALE ill =20' SHEET NO. 9