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HomeMy WebLinkAboutARB202000069 Plan - Submittal (First) 2020-06-08GENERAL NOTES 0 WNER: 06100- 00- 00-134A 0 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 J2459 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. scott@coHins-engineering.com TAX MAP NO. 06100-00-00-134A0 (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 & JO' MAXIMUM SETBACK FROM ROUTE 29 SIDE BUILDING SETBACK. NONE REAR BUILDING SETBACK: NONE PARKING SETBACK. 10' PARKING SETBACK FROM ROUTE 29 BUILDING HEIGHTS MAXIMUM BUILDING HEIGHT: 65' PROPOSED USE PROPOSED 3, 000 SF COMMERCIAL RETAIL / FURNITURE BUILDING IN PHASE I. TOPO & SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIA TES, INC. DA TUM NAD 83 DATUM ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. EXISTING VEGETA TION THE SITE IS FORESTED. CRITICAL SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING, 'MANAGED' CRITICAL SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOWN ON THE EXISTING CONDITIONS SHEETS AND GRADING AND DRAINAGE PLAN SHEET. WATERSHED THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT LOCH TED WI THIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED, I T IS LOCA TED DO WNSL OPE FROM THE SOUTH FORK RI VANNA 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 INUNDATION ZONES PER COUNTY GIS DATA. SITE ACCESS: THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE TRAIL. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN, SEE GRADING & DRAINAGE SHEET 5. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT. LIGHTING. THE PROPOSED LIGHTING PLAN HAS BEEN INCLUDED, SEE SHEET 8. 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 7. 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 FACILI TY. STORMWA TER MANAGEMENT WILL BE ACHIEVED FOR THE St TE W/ TH AN UNDERGROUND DETENTION FACILITY FOR THE WATER QUANTITY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. ESTIMA TED EMPLOYEES` I T IS ANTICIPA TED THA T APPROXIMA TEL Y 2 EMPLOYEES WILL BE NEEDED A T THE LARGEST SHIFT. PARKING LOT/TRAVELWAYS. CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE IMPERVIOUS 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, OOOsf = 8 SPACES 1 LOADING SPACE / 8,000 SF = 1 LOAD SPACE REQUIRED PROVIDED: 10 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE) & (1) LOADING SPACE 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. BURIAL SITES: 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 SLEEP NUMBER - CHARLOTTESVILLE FINAL ARB SITE PLAN1\ �yiyQ�i PROJECT SITE RIO MAGISTERIAL DISTRICT 1P, y� ALBEMARLE COUNTY, VIRGINIA F 950'+/- TO BRANCHLANDS BLVD O F, V ST - - . '' � .. . > '•'." . .e . •. Y .. a ." ST ST ST ST ••ST•` 6' e ST ST ST _ e. °Fl � - -- 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 CG-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. PROPOSED BUILDING ENVELOP - PHASE I 0.10 ACRES 91- I 1 IA 11 SHEET LAYOUT SCALE: 1" = 30' 0 ST \ IMj Is, 0 0 i of ON ST ❑❑ 06 ___ VICINITY MAP SCALE: 1" = 11000' Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 NOTES & DETAILS 7 LANDSCAPING PLAN 8 LIGHTING PLAN Ef LEGEND F•.A/In TOTAL NUMBER OF SHEETS EXISTING CULVERT CUL VERT u DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR 20o 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 IR INIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. LNNS U Lic. No. 035791,E 06/08/20 ��' o''SI ONAL E11C'��� z g a m z OLL J LL Z Lf' 0 w C J O z O U) w co J Wz ce 0 N 00 0 0 LuM z M Q � N J � � M LL i Q O J Q N z W� ., L U H� w v , LU O O/ \w 0 J U w x Q U = U Ulw � z V� LU co w � w j 1:4 z LU w w J rr� O N U w o w V) JOB NO. 192036 SCALE AS SHOWN SHEET NO. 1 STRM MH TOP=464.63 O NV IN (24")=458.43 STRM MH NV IN (18")=458.33 TOP466.85 13.34 L.F. 18" RCP @ �� INV OUT=458.23 877% PORTION OF EXISTING .INV IN (18"x2)=460.75 \ STRM MH SIDEWALK TO BE o INV IN (24")=460.70 �0 TOP=469.64 REMOVED INV OUT=460.65 STRM DI \,INV IN=464.09 g50 + / TO TOP=466"2 \ INV�OUT=464.09 B RANCH LANDS B LVD .13 INV OUT=46'1\ V \ ST - , -99.51 e 0 1 .1 1 T T S / i o 8 g ST -� ST •, e 04 L. ST ST ST ST 24 " RCP 2.4 1 18.05 L.F. 24" FOP -9 2.87% �2.2�CF. 1 8" RCP @ ��,. � � - 9.21% - - o STRM DI 4-6 EXISTING WATERLINE TW-74.5 SOP-�fi6 13 STRM GRATE INV OUT=460.38 TOP-46�'86 T EP-70. INNS OUT=463.50 � �J EXISTING FIRE HYDRANT r- --- d 18,58 L.F. 18 EP�71.2 BLOCK/ _ _P @ 15.29% - WALL EXISTING CURB AND GUTTER TO BE REMOVED�� EP-71.7 TMP 61-134 N/F CAVALIER COUNT BAN K DB 527 PG 43 DB 327 PG 228 (PL/ DB 468 PG 456 (PL/ SYMBOL LEGEND IRS IRON ROD SET SIGN UTILITY POLE LIGHT POLE GUY WIRE OO STORM MH ELECTRIC VAULT RCP REINFORCED CONCRETE PIPE CC&G CONCRETE CURB & GUTTER FENCE OVERHEAD ELECTRIC UTILITY WATERLINE MANAGED SLOPES NOTES: THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147, EFFECTIVE DATE AUGUST 19, 2019 8:00 A.M. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARLE COUNTY COURTHOUSE. 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN 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 _ OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE TOPOGRAPHY BY RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY / OCTOBER 17, 2019. 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 NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT. 6. SUBJECT PROPERTY IS ZONED PD-SC (PLANNED DEVELOPMENT SHOPPING CENTER). PER ALBEMARLE COUNTY GIS, SUBJECT PROPERTY LIES WITHIN THE FOLLOWING OVERLAY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND MANAGED STEEP SLOPES 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. 8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE. 10. THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). 11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST SIDE LINES BEING 214.5' AND 307.5' RESPECTIVELY. FIELD FOUND EVIDENCE OF 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 IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS. FOR THE PURPOSE OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP AS A PORTION OF THE SUBJECT PROPERTY. LEGEND: METES AND BOUNDS DESCRIPTION: IF IRON PIN FOUND MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE CID CONCRETE PAD EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE 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 GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5.45 FEET, A LP LAMP POST CORNER OF TMP 61 1 29, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON OH OVERHEAD UTILITIES MONUMENT (MF). THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES, INC. S SL SIGNAL POLE & BASE 64'38'24" W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND (IF) SAID SN SIGN IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND SS SANITARY SEWER WITH TMP 61 -134, N/F CAVALIER COUNTRY BANK. THENCE LEAVING SAID J.C. ST STORMWATER PENNEY PROPERTIES, INC. AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N UP UTILITY POLE 42'48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH VLT UTILITY VAULT WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908 ACRES OR 39,547 SQUARE FEET, MORE OR LESS. T -74.6 0 W- )5. 1 d 72.1 / U O I z IF IRON ROD FOUND (HELD) TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT -OE -WAY (HIGHWAY PLAT BOOK I PAGE 227) STRM DI TOP=471 .69 INV IN=466.34 INV OUT=466.09 \ 164.32 L.F. 2< RCP @ 2.397 \ ST STRM MH TOP=476.76 O INV IN=470.21 = INV OUT=470.26 Fl o ST I/ Sr oN / F @ o 5.45' 24„ sr � IRS - - N 35°00'00" E IF @ 7 17 L.R. 24' RCP EX. VDOT R/W EXISTING SIDEWALK TO I BE REMOVED � y �\ \ �� � �� / TMP 61-129 N/F J.C. PENNEY PROPERT4ES, INC8 Dp--4908 PG 726 i J DB 4355 PG 625 (DESC�PTLON IN V� D-EEV of TRUSV - EXISTING BLOCK WALL EX. P/L TO BE REMOVED / D_ ------ - o MANAGED SLOPES / STRM DI TOP=478.75 NV IN=472.2 OUT=472.10 Cf) _-- - Q � W TMP 61-134A C)lLd \ \ ��I CV> N/F ALBEMARLE BANK rrI I - - a_ AND TRUST COMPANY oz 0.908 ACRES - 3-9-�47_S . FT. 496- 0 i I - / I SLOPES IMANAGED I II / \ - o 4/1 � 61 ja,- 81� \ �° \ ARROW MF METAL IRON WITH FENCE / POST (0.77' WEST OF// � � /� STRM DI CORNER) TOP=505.57 INV=500.98 V A Z' HORIZONTAL GRAPHIC SCALE � �z/ 20 o io 20 40 0 25.4 1 5" RCP 1 5" RCP Zz/ / @ 7. ( IN FEET ) STRM H 1 inch 20 it. TOP=504. 1 STRM DI INV IN=499.1 TOP=503.60 INV=500.90 07 167% LLI0 SCO;TR NS U Lic. No. 035791 0NAL 0 N 00 0 9.0 C� Lu M z Q C7� z J M LL i o J W N z LL. w<� �> W ^ LU H z J J LL O �_ I -I r> v , a w w z Q O Z O z J Q EL U Q C)c W Lu U W w ul Ull �:5 z W M W w ZD _ j �, z J W w w J 0 V) r� V O N u � w w a � JOB NO. 192036 SCALE 1 "=20' SHEET NO. 2 SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 6' GRASS PROPOSED STOP SIGN PLANTING/UTILITY STRIP CG-12 (TYP.) PROPOSED 14' 9 5 0 —I— ❑ — TO PROPOSED MILL/OVERLAY CONC. S/W B RANCH LANDS B LVD SEE DETAIL, SHEET 6 PROPOSED VDOT /_R/W SIGHT DISTANCE = 530' - ❑ ST sr- ST ST — e ST v v ST ST ° -' n ST ST ST ST S ST — -- -}/— — — — _ _ . ° ° w ° ° - ST — ST — T»T Si S / \ ST ST ST ST ST ST _ ST =—ST g • . vv e • o° ° S P. - — '///��� ST ST STD ST �Y}-- — " —�T_� — — — — $P,a L ST - °°•P° O = —_O V v... — — — — — — ° n — — — — — — o — - 28' MIN. PARKING & BUILDING SETBACK -- PROPOSED CG-12 (TYP.) J'R Cb 30 MAX. BUILDING SETBACK TMF CAVALIEf DB .lL / 1 V TJ DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) TIE-IN NEW CG-2_---- CURB INTO EXISTING CURB I LPROPOSED O CG-6 (TYP.) 9r s 24' F/C-F/C Cn N PROPOSED CG-2 (TYP.) PROPOSED 2' GRASS OVERHANG FOR PARKING PROPOSED BUILDING ENVELOP - PHASE I PROPOSED 6' 0.10 ACRES SIDEWALK PROPOSED PROPOSED PROPOSED CONC. CG-12 (TYP.) CG-12 (TYP.) SLAB, SEE DETAIL SHEET 6 PROPOSED 12'x25' CG-12 (TYP.) LOADING SPACEn o .n e PROPOSED WOODEN DUMPSTER ENCLOSURE, SEE DETAIL SHEET 6 PROPOSED RETAINING WALL SEE SHEETS 5 & 6 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 FUTURE DEVELOPMENT AREA 20,800 SF EXISTING MANAGED SLOPES (TYP.) TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 EXISTING OFFSITE CHAINLINK FENCE TO REMAIN 0 NOTE.- MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OF PARAPET WALLS. SEE ARCHITECTURAL PLANS sr ST I \ ST \ST� OH_ OH 5 ST OH E OH ❑ off \ off off ONE sT \ IT 0H _— \ o OHE IT, ❑ TMP 61-129 N/F J.C. PENNEY PROPERTIES, IN DB 1908 PG 726 DB 4355 PG 625 0 /a"___ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ��NtS,-'SCOTT L Lic. No. 035791 � o��SSI ANAL 4Z J m Z Q o Q � Z U LL ZLU w Ow 0 O J Z a o Fv w � U) H a Wz tie 0 00 0 O I- ko 0 01 LuM z M Q N J M I..L i o J r�llw N z_ ., W �4 J J 1�j I\J V) W � LuLu z I� O CL O w Z'-� < / (l-4) V U = U ulW Lu z m W W J � z J w � W Lu 0 1� M O N u o w d w V) JOB NO. 192036 SCALE 1"=20' SHEET NO. 3 Z w Cnw �Z Z w 0 z 6 J J O �o 6 C U N Q C C c O U L O O pi CC 6 ZJ N -0 C C_ O O +� U CD Z_ ) W E W O Z U 0 O Z \ W -U (n c- Z i7 J � J � O o� c L .0 Q U O L Q � N 0 U :5 O U X N O E U O C co Llri 0�� 13.34 L.F. 18" RCP @\PO _� o SCOTT R. LLINS� INV OUT=458.23 TOP=466.85 \ m o INV IN (18"x2)=460.75 8.77% STRM MH L� Lic. No. 035791,E STRM DI INV IINV(24")=460.70 O�=� STRM MH TOPSTRM4711.69 TOP=476.7 0 06 08 20 TOP=463.73 TOP=469.64 9 _ INV 471.6.34 INV IN=470 �'o� OUT-460.65 NV OUT-4 �ssl STRM DI ��_ INV IN=464.09 � 9SD - -- - INV N=457.1 3 _� - � � TOP INV �� INV OUT-464.09 � B = TO INV OUT=466.09 oNAL INV OUT=461�92 - RANCH�ANDS BLVD 76.87 L.F. 30 IT o IT ST IT 9T 3T IT IT 9T IT - IT - / ' - - - - - - _ _ - - ST - IT Sr IT - IT - ST - IT - - - _ - - \ \ _ _- - _ SIGHT DISTA = - -3T- ,x--x-x-x-x--x-x-x-x-x-X-x-x x-x x-x-� X-x-x--._ _ - IT - _ _ _ _ - NCE_ 530' . a - -� RCP @ 2 39% IT - - _ _- Q - oi- ST IT IT - - - ��. o s ' _ - . \ ST- ST-ST-\$T = . o sT tee` L ST -ST- - _� - _ - 2.4 _ - - - o 2 {'/�� _ _ _ ST IT I - l/ - - - - - _ / / „ 04 �24 " RCP ST �� IT - IT _ IT ST - _ _ S ST�S 4 22-27--L.F. 18 RCP @ " / 2.�7% 118 ST-ST ter= �T _ - : 5T / .05 L.F. 24 RAP_ @ -�T- gT ST 9.21 % / --- - 2.87� / - o W °__----4-6- I / _ ----- » EXTEND XISTING _ _ _ _ _ STRM DI ( - - / / / / / » r� WATERCI�I€ FOR NEW -PROPOSED 4PV� I �� / A\�� oc ■ o _ - / � � �" -' - �`(�P��-6-6 1 3 � / EXISTING / / I METER -AT BLDG UNDERGROUND DETEN IO SAN. SWR LATERAL \\ ��; I \ \ \ - G El oz Q STRM GRATE WATERLINE -' �� �� A �� /� .r� J. a - INV OUT-460.38 EXISTING / � � . I o / TOP=466�.�6 / F FIRE HYDRANT_ =463.59, _ - - / ---- -- -r- -- - c MH2 I 1 � --- - x - % Ilyl\ \\1 \\ \\ i Q LL O F / I / s_ DI INLET Iji O 013+00 14+00(C.pL uP @ 75.29% 15+00 - � _ S ��16+PROPOSED BUILDING ----------------- --- - -----= >-'- o _ % - _ ENVELOP - PHASE I wvv v - �"� Q `\\\ - ■ °\ I PROPOSED 8" 0.10 ACRES I� Ln x ■ _ PVC SANITARY /r OrFFE=475.67 c, d w = PROPOSED 20' SEWER EXTENSION �/ X w/ V SAN. SWR EASEMENT / - w x- U I l / I - / - v - x - X __-- ,-- - _ _ --- - ' / - , 8 o GRAPHIC SCALE TMP 61-134 ,- _ 486 e - --�� o CD CAVALIER COUNTRY BANK - -- 20 0 10 20 40 DB 527 PG 43 DB 327 PG 228 (PLAT) - - - ft �' x 10 'IN i O DB 468 PG 456 (PLAT) _ _ _ 5 _ - ( IN FEET - -- 1 inch - 20 ft. ----' _`$--------'/ �� �Z_ \ - -- - - _ _ ------------ - - - - -- - --- -- - _ - - - -' ------------- 7 � - - - - - - - D 485 -------3= - - / -- - 480 475 470 465 460 455 450 445 440 465 o O STRM MH �G� SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY OP=464.63 INV IN (24")=458.43 (HIGHWAY PLAT BOOK 1 PAGE 227) INV IN (18")=458.33 STRM MH 0 = O 0� Lq Lu N a- 11 o CV 0 Of00 = 0� 0 Lq N (D z = 0 o Ld II EXISTING o 1- II :2ONLO `n GRADE D_ II zo a p » r� o� p Lo wrri II -- - w�zz _--- - _ �coN� d II z0 CD af 0 » z� II z0 a-- ZZ -- X II O- Ld 8" SDR 3 - - SAN.SWR LENGTH=349.00 IF � SLOPE=1.38% 8" SDR 3 SAN.SWR 8" SDR 35 LENGTH=175.49 SAN.SWR SLOPE=1.60% LEN GTH = 13 SLOPE_ 1. 8.21 o PROPOSED DROP MANHOLE VERTICAL GRAPHIC S ALE 5 0 .5 5 10 20 ( IN FEET ) HOR17,ONTAL GRAPHIC SCALE EXISTING ( IN FEET ) 1 inch 50 ft. ----------------- -- -------- - O ------- --- -- ------ ---- (j) --- I N O TM-P-61q-91-34-A / 1 I II D rn Q / N/F ALBEMARLE BANK AND TRUST COMPANY A I - I -,-I w N Z / 0.908 ACRES (39,547 -SF) DB-6--46-PG 508 / 11 Q� LL - - � Lu - 5- W so � w Q STRM DI STRM ---__ SIGHT DISTANCE=_530' STRM DI �o O --- TOP=464.09 � J J INV SHE =--------- _ e n- INV OUT=454.89 s° ~ 149.70 L.F. 36 RCP - 7 \ N IT IT IT IT IT IT IT IT IT IT �-� IT IT IT IT ST IT IT - IT o IT BOX CULVERT _ _ - - I U x-x-x-x-x,x-x/ x x-x-x-x-x-x-xJ-x-x-x^x-x-x-x-x�x-x-� x-x-x x-x - x=x-x x x x-17-x-x-x x-x X-x-x-x-x-.X x-x-X-x _x_x�x- x ------------- ----------------------------------- STRM GRATES --- "- _--- ---- ___------------- - - - - -- J_ LL TOP=452.90 ___-_ __ -- _---- -�-- -- -- -- -- -- �-, Lu - V IN (BOX)=444.70 �----� � � __--- _-'� OH OH OH ---- OH OH -oH- T INV OUT=443.90 _-_ --- o„-DOH H „- S �■ ' i/ �i/ �„ off - OH OH X CULVERT j,/ Isr SS MH-- v� � TOP=462.2UJ 1 --- -- -- -- h i'�S 12+00 w 37.87 L.F. 16' RCP _ __ -- //INV IN=441.60 MH1 @ 14.56% �/ INV OUT w - - pp \ _ _ SS MH !� - � (0�, TTRM GRATE � TOP = 4 6 10+0 453.18_ _ - - PROPOSED 8" ■ (BOLTED HUT) --2 PVC SAN. SWR (w O V OUT=45283 __---- __ O u S -MH-- TMP 61 Z-3 12A z ■ N 0uj TIE-IN NEW SAN. - 0 P= 4 6 1. 6 8 a � SWR INTO EXISTING / �\ IINV IN (SE)=442.28 DB 2047DC0' LLC �■ JOB NO. MH WITH DROP / PG 338 Q CONNECTION / � IINV I N (N E) = 441 .83 - < 192036 / \ INV OUT=441.73 SCALE 66 1"=20' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 I SHEET NO. SANITARY SEWER DESIGN 4 STRM MH TOP=466.85 INV IN (18"x2)=460.75 INV IN (24")=460.70 INV OUT=460.65 0 SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) SOSTRM MH P :, TOP=476.76 TOP471.6' INV IN=470.21 9 0 +/- TO INV OUT=470.26 BRANCHLANDS BLVD SIGHT DISTANCE = 530 v 164.32 L.F. 2� RCP @ 2.39% _ T �v-4ST IT _ IT- T ST ST ST - -'.- v v • - - ST - ST 0 ST T�ST�Si _ -7`-- - i- \ 2:4 -/' -- - IT sr- --- % \ST Z 04 `2 i1 �� ST �S " �'.• vp / _ �%J �? 2 _ IT S IT / e OH ``hh / ST �` ST - - - _ 8 ST ST / I ON RCP 2./ - 5T - _ 8 v _ / o / ST - / • . / 178.05 - - - sr �s s_- sT i� o I I S / /N L.F.-24_ RC-P- 2. 87% - - - - - _ -5T ---- - o p I K o o� pHE " ST 0 . . / . v >• V i_ � I a OH _ � ST \ ST e o o. .e - - �3.17 L.P. 24' RCP in UNDERGROUND OUND D \ _ / ETEN I / \ I ON \ STRM GRATE � � � ��v ��_ I A A I I A \ j / TMP 61 ' v v v� -129 I/ � TOP=466'.�6 , -��� / ; / -- ----------- - - - -�J €GRDUND-- ---- I \ \ DB 1908 PG 726 I �! 0-UT=463.59 PROPOSED \ \ \ N F J.C. PENNEY PROPERTIES IN DETENTION SYSTEM�� x U�\\ A\\V AI\v DB 4355 PG 625\ 4_+Q_Q - - - - - � 15+QQ / DI INLET S - - - - 486.OBw i 16+pQ PROPOSED BUILDING �� x� ------------------------------ - ---- - -- - - / /- �0 e ENVELOP - PHASE I� vvvvvv - - -- - - - - - o - 0.10 ACRES - ---, FFE-475.67 PROPOSED PRIVATE YARD AND ROOF x / DRAINAGE SYSTEM- oL > / 13.34 L. F. 18 " RCP @ 8.77% STRM DI TOP-466.4`2"\ INV OUT=461 �92 L-- STRM MH TOP=469.64 INV IN=464.09 \ INV OUT=464.09 vo ..JL/ ry -r-) DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) I � / HIV X ---- ,-- e - \ - ° 48 .0 47- I / e , x NJ x e _ - PROPOSED�6' MAX. �� j ' - \ - -- - / 486.OTW - � � ' RETAINING WALL 480.OBW LL / - - - -�� i x o ---- ---RETAINING-WALL M)VX-. HT 6'-- �- - -- ------- - - - - - - - - _ _- - - --__-- 49 - -- -- -- - - - - - - ------ - // �_ \ D 49 --- __ - - ' EXISTING TREE \ I z ' - - - PROPOSED TREE LINE TO REMAIN o - - - - PROTECTION FENCE I I _ \ D C TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY \ / I CD 24" i 0.908 ACRES (39,547 SF) / / - =0 , - - DB 646 PG 508 //III < 4-9 �506� - ---" \ , 0 TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC \ r \\ II DB 1908 PG 726 \ \ \ I I -_---- ---- DB 4355 PG 625 STRM DI TOP=505.57 STRM DI TOP=478.75 INV IN=472.2 OUT=472.10 INV=500.98 25.4 15" RCP \ 15" RCP 7. % h � / D STRM TOP=504. 1 / STRM DI ' i GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. kR.LLINS'Z SCOTT U Lic. No. 035791,E ~d� 06/08/20 o� �SSI ONAL E���� z J a m z Q _O J � Q a z Z `u w O0 � J O z 0 w J Wz ce 0 00 0 0 0 LuM z M Q z N J �. m i o J Q W � W z J Q I --I W w Q WLuz Q O z O o 0-6 w < (D = z ' U o � Q oC z �:5 C/� W m - w ZD J � z w w W Ix J U) o �L w w a � JOB NO. 192036 SCALE 1"=20' SHEET NO. 5 2" SM-9. SURFACE COURS 3" BM-25 INTERMEDIATE C( 5" 21 BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9..` SURFACE COUPS 8" 21- BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" ^ OVERLAY EXI`. RAVI EX. SUE COMP SUB( ASPHALT PAVING - MILL/OVERLAY NO SCALE 4'-0"5'-0" -0' 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 6'_ 0» o - (TYP.) ® .1 °D I� 1'-0" (TYP.) Ll A B B PAINTED BRICK ENCLOSURE TO MATCH �j PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) A STEEL BOLLARD (EXTERIOR) N(> 5'�` (TYP.) (SEE DETAIL THIS SHEET) WOODEN°DOORS DUMPSTER GATE (SEE a DETAIL THIS SHEET) a° a. 45' CHAMFER 13'-0" �� DENOTES 8 C. Y. DUMPSTER 6'-0"(L) X 5'-6"(W) X 6'-8"(H) LAYOUT (2 PER DUMPSTER PAD) NOTE. • BROOM FINISH 6"x6" W2.1xW2.1 WELDED �2„ WIRE REINFORCEMENT 7" CLASS A3 CONC. 7" 21A STONE Nx������������������������������� COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z 13' - 0" 1 x6x6 TREA YD BOARDS U BOLTED TO IRON FRAME STEEL BOLLARD Z (EXTERIOR) (TYP.) (SE DETAIL THIS SHEET) N 2x2x3/16 CANE BOOT ANGLE IRON e LU FRAME DETAIL N DUMPSTER GA TE DETAIL N DUMPSTER AREA NOT TO SCALE TOP OF --�4" CURB X- 2" R 6" 7" f 7 b L DOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CG-12 I PERMISSIBLE CONST. 5' MIN. JDINT I A TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STO. CG 2 2'-0"5.-0.. BACK OF CURB 12 : 141 48' 1 MAX 20 :1 _ 448:1MAX- 2- MIN. SECTION A -A NOTE- FOR GENERAL N07ES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB I CURD 0 2 4 I 2 5 2 3 5 3 3 5 4 4 e S 5 10 6 7 14 7 13 15 & 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLDPE. a 3 VI 0 4 0 UJ Ijjl Ij�I II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE ANO THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET ExSTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 75=77 2_ NiN AN AT,W,)K,SAME AS TOP OF CURB THIS GCMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X &0' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE FEERE REFEREE E REV.7f05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 592 205.07 VIRGINIA DEPARTMENT OF TRANSPORTATICN NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH 15 TO BE 15" AS SHOWN. w NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. i 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 n A. D.; • SURF/ tee. +e tee• BASE ;e • •-;e • ;e - SUBBI 8" L12., ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED IR SURFACE BASE SUBBASE CG-2 REFERENCE STANDARD 6" CURE ` ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT' OF TRAIVSPORTATION 201.01 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK 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 VZ INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) )K 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 IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND 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 APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1V2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH T'HE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE Ll )7 FOR WIDENING SUBJECT TO TRAFFIC 305 VIRGINIA DEPARTMENT OF TRANSPORTATION I 315 12"- REFLECTIVE ALUMINUM 7 RESERVED LEGEND AND BORDER GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND WHITE 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 GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED T O I N 4" MIN. 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 TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE I I Lal da SITE WALL a a NA L RAIL F-4S'TL'NING I�L'TAIL NOT TO SCALE NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 13'x25' CONC. MIN. 12'x20' CONCRETE DUMPSTER PAD DUMPSTER PAD F-f THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE 12'x25' CONC. MIN. 12'x20' CONCRETE DUMPSTER PAD LOADING SPACE 7" THICK - 3000 PSI CONCRETE 7777/71 �6" COMPACTED 21B STONE BASE /'\ A I/ N P-1 r- Tr I / N A r-% I A I P-1 A / N r P'1 r- T A l l NO SCALE TREES SHALL BE PLANTED MINIMUM OF0.4x H DISTANCE FROM BACK OF BLOCK. SHRUB5MAYBEPLANTED ADJACENT TOWALL, BUT SHALL UTILIZE WATERPRODF BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL 1_10"l-PERMEIABILIT`'' SAIL r- FILTER FABRIC STRUCTURALI BAC-KF I L L 2J-Orr TYPICAL A" DIA. DRAIN TILE I I II � LJ-C)11 .3 TO .4 OF H (TYPICAL) NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PL A CEMEN T OF THE AGGREGA TE BASE MA TERIAL. 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. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE 1S 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 TREA TMEN T IS APPL /ED. 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 DEPAR TMEN T OF TRANSPOR TA TION SPECIFICATIONS. 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAD WAY'S 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 WA Y, 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 1. 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-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRI VEWA Y 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 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. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3. 1 OR BETTER ARE TO BE ACHIEVED. 5. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y 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 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). kR..LLINS'� C� C, SCOT U Lic. No. 035791 � 06/08/20 O�,�SSI ONAL z g d m z Q O Q LL LL Z U 0 [n LuII iz) _J O z O Ul Lu _J Q < Wz me 0 (V 00 CD O r� Lu M z M Q Z N J � � rin M I..I� O J 11711111 w cl\j z Lu z� J I� w I --I Q Lu Lu 0 p 0.6 J � wx Lu �Q� = 0 I U z Lfi w � 0� Lu z W I� w � W ZD j � z J w w Lu 1 J■ w r� V O u (� � w w a Ln JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 -0 (j z E °w c W �z z w 0 z O _J � J O O ° � N QN 0 U O s a� o co C �s o� U z B Fh LJ c LLJ ° z " CD z� LJ 6 Z J Oa 0� o � L .� °� 0- 0 i a � c o U o U X-0 0 F E O C) o -o 0 c °3 CO C 0 a o Q L 3 N >, t c: 1­ 0 Conservation Plan Notes: m LANDSCAPING PLANT SCHEDULE 1 TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl .ALL WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO QUANTITY COVERAGE (sfl EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL TREES BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 6 2,826 ENGINEERING DEPARTMENT. SEM I N OLE TRAIL — ROUTE 29 o PA PLATANUS ACERIFLORA LONDON PLANETREE 3 1/2" cal. 422 5 2,110 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED VAR. WIDTH PUBLIC RIGHT—OF—WAY AR ACER RLI RED MAPLE 21/2" cal. 452 2 904 WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND (HIGHWAY PLAT BOOK 1 PAGE 227) PROTECTED. UNDERSTORY TREES 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT PROPOSED 6' GRASS o PY 1PIRLINUSYEDOENSIS IYOSHINO CHERRY 6'-7' ht. 99 1 9 891 STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE PLANTING/UTILITY STRIP m EVERGREEN TREES COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. PROPOSED LANDSCAPING PROPOSED 14' MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 82 14 1 148 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE AND STREET TREES CONC. S/W IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 18 792 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \ PROPOSED VDOT SHRUBS 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE `\ R/W AB ABELIA GRANDIFLORA GLOSSYABELIA 24" ht. min 14 35 490 OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.- �\ 6, NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE _ _ - \ 5 QP 15 AB 10 ICS IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNETSWEETSPIRE 24" ht. min 64 32 2,048 PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR \ ST—ST— T ST CS CORN USSERICEA RED TWIG DOGWOOD 24" ht. min 72 10 720 AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING _ — \ —ST x STD I ST 11 ST — ST ST �N� SOSCOTT Lt, Lic. No. 035791 � o��s`sIONAL DEPARTMENT. ] o _ _ - - -7 I SST IC ILEA CORNUIM CHINESEHOLLY 24 ht.min, 14 38 532 z 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER,=5T�5T— /yea ST ST—ST—ST—Si /s FF I EXISTING VEGETATION g 4 PY —gig �— SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY /�T-- - - _ _ ST / o° • I / � SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION - - - - - -- --- ---_ I / _erg 16,80 z \ O ° o o, •e • ° ° Existingtre 0 . • / e, OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE / - - � SHE— / 29,261 ° � ti es onslte TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST - - - - - - - - - - - `° l G-° -- ----- - TOTAL CANOPY EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, / BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY - " \ - - - i •> - ° / - - -_ - / \ `� DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND �/ » / O PROTECTED. — 28 X / - . MIN. PAR ING B S A ���T / �`� LU � V / VA \ V� TREES UP TO 4" CAL. SHALL BE STAKED \ WITH 2 2"x2" HARDWOOD STAKES. J 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY / / / \ - TREES OF 4" CAL. W LARGER SHALL BE z Q TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED - / \ /w TM P 61-129%I I�� GUYED WITH 3 EQUALLY SPACED, TWISTED, O • IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE �� /� // �� ��� / A N/F J.C. PENNEY PROPERTIES, INCI�_ EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / / / 1 \Y / i _ AND TURNBUCKLES. LOOP HOSE AROUND > m INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER ��) // DB 1908 PG 726 / / TRUNK. FLAG WIRES WITH COURVEY TAPE. LU OR TREE SPECIALIST. -------------- ------- - � x x ' // x - J %�— _ i ` I p�, \ \ 1 \� \ DB 4355 PG 625 \ REFER TO SPECIFICATIONS FOR Q 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF / 30 MAX. BUILDING SETBACK - X U�\ \\ \ \ \\\\ \\� FURTHER INFORMATION z TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY / PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT 7 IC 5 AB W '- ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ S 6 IV PROP �^ X! III PROPOSED BUILDING GUYWIRES WITH RUBBER HOSE AND 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE - - - - -- -- - - - - - - - V / \ \ \ 1 -� TURNBUCKLES 2/3 UP TREE FROPOE�ROVE�f�tT�— -- -y >� 3 ENVELOP - PHASE I v v v — TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING -- --s� O \ ---- THE FINAL CLEAN-UP. TO EXISTINGPARKING LOT 10 CS N/ PROPOSED 6' 0.10 ACRES - � \ TOP HARDWOOD STAKES, ALIGN TOP OF STAKES 1992 3.38 y 1 OP (` SIDEWALK FFE-475.67 4 MG MULCH SAUCER P5 1 V AMENDED SOIL MIX ! 4 AB 3 IV i 3 MG\ \\2 C-F/C III I o /_ �lillll FROM TOP ' �-- --� � � i �i 1/3 OF BALLAS \ 1� PROPOSED / ��PROPOS P L \ \ \ — — SCARIFY SUBSOIL TO 4" MIN. DEPTH EXISTING BANK - / III -III III=III=III=11 A� - �� - (2) PY u, DUMPSTER WITH _ — II=III-I BUILDING AND ENCLOSURE - 3 IN - - , — =11I I11 COMPACTED sueGRADE DRIVE-THRU -- - — //��/ 2 PAPY 0 — - / 7 IV Evergreen Tree Planting Detail TM P 61-134 \_ - 5 AB `\ - o Not TO Scale CAVALIER COUNTRY BANK - 9' O1- // — 1 AR DB 527 PG 43 O / EXIS IA ALONG PROPERTYC INLINK DB 327 PG 228 (PLAT) TIE-IN NEW CG-2 6 AB - - TYP.) 3 1 < /� / EXIS IN OFFSITE CURB INTO EXISTING CURB 4 LINE x DB 468 PG 456 (PLAT) DOUBLE STRAND / GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES x x x x 2%2" HARDWOOD STAKE 48 � x � \ � CUT & REMOVE BURLAP FROM TOP 48 — \ I\ ` � / � � / � � ` 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH — — \ \ \ � ~ _3— x — — — _ _ — — �� D—\� MULCH SAUCER 9 IN \ \ \ J FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. \ I¢sj \ M m' 1 1 I C 4 MG TREES 4" CAL. OR LARGER SHALL BE ------ 6 IV /I\ O _ GUYED WITH 3 EQUALLY SPACED / z TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE 3 IN — PROPOSED RETAINING WALL , \ - 1 3 HT. OF TR 3 MG SEE SHEETS 5 & 6 FOR DETAILS \\ -11 IIII �1 AASDSHowNR TRUNK ABOVE w�REs BRANCHES \ l III V\ — II COURVEY TAPE. REFER TO SPECS MANUFACTURER: EAGLE BAY, DIAMOND PRO \ I D IIIII II - FOR ADDITIONAL INFORMATION. PROPO ED LIMITS SEGMENTED RETAINING WALL SYSTEM \ 1 I -1 - -- -OF CLEARING 3 PA COLOR: JAMES RIVER \ iIIIII IiI-III _ 1II III III AMENDED SOIL MIX PROPOSED j7= I COMPACTED SUBGRADE (EXISTING TREE \ //III III/-- f�l TREELINE TO PROTECTION - / REMAIN TM P 61 134A ) FENCING N/F ALBEMARLE BANK AND TRUST COMPANY Tree Planting and Staking Detail _ _ �\ 0.908 ACRES (39,547 SF) /I II / — C Not To Scale DB 646 PG 508 EXISTING TREE I I // NOTES' Source: Va. DSWC Plate 3.38-2 CANOPY AREA — - \ TO REMAIN 501— , I Ix 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE IRON ROD 16,800 SF \ / \ / / / AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL County of Albemarle FOUND \ \ \ \ / l I BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE Conservation Plan Checklist— To be placed on Landscape Plans \ (Handbook pp III-284-111-297 for complete specifications) (HELD) - — \ l I SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S �� — — / / 1. The following items shall be shown on the elan: Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing, ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: U Such devices shall not adversely affect trees to be saved. 6. Fires: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: EJ When the ground level must be raised within the dripline of a two to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, atree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ZI Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damage trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS E DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 6/08/2020 OWNER CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 511/06 Page 1 cf 1 SSOCIATI TM P 61-12 9 / / / TOTAL PROJECT AREA 0.908 Au : 39 552 SF N/F J.C. PENNEY PROPERTIES, INC- CANOPY REQUIRED 107.: 3,955 SF PROPOSED NEW TREE CANOPY- 12,461 SF \ I TOTALEXISTING TREE CANOPY TO ON -SITE TREE CANOPY.REMAIN 16,800 61 SF DB 1908 PG 726 DB 4355 PG 625 � \ � v I I / STREET TREES: TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 160 LF TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 4 TREES \ / TOTAL STREET TREES PROVIDED = 5 TREES INTERIOR PARKING CALCULATIONS. TOTAL NEW PARKING AREAS AND TRA VEL WA YS = 5,100 SF METAL ARROW / /i / / i TOTAL INTERIOR LANDSCAPING REQUIRED (59) = 255 SF IRON _ - / / / / / TOTAL INTERIOR LANDSCAPING PROVIDED = 943 SF WITH FENCE ` _--_- /%/ �� /// POST —'� (0.77' WEST OF'' CORNER) GRAPHIC SCALE \ \ T 20 0 10 20 40 IN FEET ) 1 inch = 20 ft. 1 ' CD 00 0 0 I- ko O M z M Q J Z'71 N 4 ® W I Li o J N z �..0 J z 1® � r�^ J w V l 0 z F--I � O � � � U U Q � = z I , V -j UlW �:5 LU Z�m H W W D J � z V 1 J � CL LU w0 P4 LU J V / V O � O LU w LU d V) JOB NO. 192036 SCALE 1"-20' SHEET NO. 7 CD 00 0 0 I- ko O M z M Q J Z'71 N 4 ® W I Li o J N z �..0 J z 1® � r�^ J w V l 0 z F--I � O � � � U U Q � = z I , V -j UlW �:5 LU Z�m H W W D J � z V 1 J � CL LU w0 P4 LU J V / V O � O LU w LU d V) JOB NO. 192036 SCALE 1"-20' SHEET NO. 7 Type No. SiteLyter Series Catalog No. Direct Pole -Mounted Luminaire Job. Name Horizontal Lamp APPLICATIONS • Parking Lots, Roadways, Walkways, Commercial Malls, Tennis Courts, Auto Lots and of hero uWoor environments. CONSTRUCTION • Formed heavy -gauge aluminum housing. • Extruded anodized doortrame. • Tempered end gasketed glass lens. - Hinged lens door OPTICS Field rotatable optical tray • Choice of IES Types: 2, 3, 4 or S. 11 lam s above 25i0w ties �� S E M N O L_ E T R A L_ ROUTE 2 9 • All lamps above 250w mustbe ROJ type ELECTRICAL i. t8 High power factor ballast VAR. WIDTH PUBLIC RIGHT -OE -WAY • Trayrnounted ballast with integral heat sink �5 4kv pulse -rated porcelain socket. 1b"(�Aw-0dMb { AllriheidefixturesarePUl9es,an �` w � i (HIGHWAY PLAT BOOK 1 PAGE 227) MOUNTING i. t6 E. rect surface mount • 9"arm with directsurface mount options) Post top for 8" or 4" round cr 4" or V square pole (optional). • Adjustable arm adapter for square poles (optional). e �1 2" tenon adjustable adapter(optional)- 2 WARRANTY/LISTINGS UL 1598li3ted lorevel locations. Published ore yearlimited warranty 9" arm not included, See mounting accessories. 9" arm requiredforall mounting at 90o. Ordering Guide Example: SLH402PUADU-8 5L ❑H 48 ❑2 PMA OM ❑ ❑8 ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ Series lamp Orientation Wattages Distribution r options Voltage SL=51teLytar H-HonzontalLarnp' 32=320(BT28) 2- Type II' Pl Start UM-0ire at Mount 1-120V - 35=35J (BT28) 3-Type III 2-208V 40-400 (BT28)? 4-Type N 3-240V--------_ 45=45J(BT37) 5-TypeV 4-277V 75=750 (5T37) 5-480V 8-120V-277V I _ 25=250 (E18) LX-High Pressure Sodium ST ST ST ST ST ° '250W-40OW aiilable in 10"dee holism-450-750uV available in l2"dee housing v - v u, T P 9. P 9 - v v 3e'oo _ S a Requires reduo3d ouLrjac latetl lamp. T - ' Type distnoution nnlyaval l2 81e 1 n4001Nandnelow Metal Halide. ° �T ' Horizontal(lamp) mourAiixtures pmvi�d with F 146n Lens standard. 2945 Vauxhal Road - P.O. Box 129 0 v Union NJ 07083 - 800-334-2212 O ° www.exceline.com pOpO EXCeLIne is a Philips group brand product intormatton is subject to change without nonce PH I LI PS °°o 11710 J / Wall Forms,,WF23 /// Shallow Cutoff Face Surfaceall FMount,Rou2nd � Shallow Cutoff Face Surface Mount, Round � , Will LIGHTIING revision 5/21/14 • kl_wf23_spec.pdf IIdM LIGHTING revision 5/21/14 • kl_wf23_spec.pdf Type: WS2 Approvals: Type: Job: BUFFALO WILD WINGS Job: Page: 2 of 2 Catalog number: WF2318L3KUV-BL WF23 / 18L3KUV / BIL / Fixture Electrical Module Finish Options seepege2 , Standard Features Date: 1P Page: 1 of 2 Specifications Surface Mount: Die-cast, low copper (<0.6%Cu) aluminum alloy with Fixture Cat, No, WF23 double side walls. Zinc plated steel mounting plate supplied for mounting to standard Yor4"junction 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 LP 101/2" are minimum W depth and 3/1s" thickness. Secures to housing with four I 911_2KUV' ❑ 1811_211l c stainless steel captive socket head screws. L 9L3KUV' _ 18L3KUV' Shallow Cutoff Face: Solid upper half protruding 33/4"from housing 9L4KUV' L 18L4KUV' \ and concave lower half. Lens: Flat tempered glass, 3/16" minimum thickness with internal sandblast. I 91-511l ❑18L5KUV' Retained in face plate and sealed with a one-piece silicone gasket. Lamp LED LED LED Optical System: A total of 9 LED emitters configured in a -Socket N/A N/A rectangular array comprised together as a module. One (1) module for 9 LED version and two (2) modules for 18 LED version. Available in 'For LED, 9L = 9LED Emitters- 81- = 18 LED Emitters; 2K = 580nm color temperature; 580nm,3000K,4200Kand S100K. 3K=3oo0Kco[or tam ems-rature;4K=4200Kcolortemperature�SK=S100KoDlortemperature; J-box 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 a± 100/ tolerance: Shallow Cutoff Face 277V with a ±10% tolerance. -40°F starting temperature. All drivers are Surface Mount 0 WF23 with LED Light distribution Shallow Cutoff Face HU�B•BBLL V.3. PATENTS: D385,054, D381,452, D378,621 Underwriters Laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Gray, (Il Light Gray, and (CC) Custom Color (Include RAL#). Finishing Items: Electrical modules and face plates. Each set of finishing items shall be in one container, clearly marked with the fixture catalog number. CAUTION: Fixtures must be grounded in accordance with national, state, and/or local electrical codes. Failure to do so may result in serious personal injury. THESE FIXTURES ARE AIMMED IN THE DOWN POSITION Listings and Ratin s ETL' to ILL Standard 8750 1 IP66 Rated I CE I 25C Ambient 'Suitable for wet locations KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE, 02014 KIM LIGHTING • 16555 EAST GALE AVENUE, CRY OF INDUSTRY, CA 91745-1788 • TEL: 626P968-5666 • FAX: 626/968.5716 "A MM LIGHTING Type: wst Job: BUFFALO WILD WINGS Catalog number: WF239L3KUV-BL WF23 / 9L3KUV / BL / Fixture Electrical Module Finish Options I see page 2 1 Wall Forms®WF23 Shallow Cutoff Face Surface Mount, Round Approvals: Date: Page: 1 of 2 Specifications Surface Mount: Die-cast, low copper (<0.6% Cu) aluminum alloy with double side walls. Zinc plated steel mounting plate supplied for mounting to standard Yor4"junction box. Face Plate: Die-cast, low copper (<0.6% Cu) aluminum alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs �T/<" 10'/z" are minimum W depth and 3/1s" thickness. Secures to housing with four stainless steel captive socket head screws. Shallow Cutoff Face: Solid upper half protruding 33/4"from housing and concave lower half. Lens: Flattempered glass, IMeminimumthickness with internal sandblast. Retained in face plate and sealed with a one-piece silicone gasket. LED Optical System: A total of 9 LED emitters configured in a rectangular array comprised together as a module. One (1) module for 9 LED version and two (2) modules for 18 LED version. Available in 580nm, 3000K, 4200K and 511 d-box in wall by others LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to Shallow Cutoff Face 277V with a :l tolerance. -40°F starting temperature. All drivers are Surface Mount Underwriters Laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Gray, (Il o Light Gray, and (CC) Custom Color (Include RAL#). Finishing Items: Electrical modules and face plates. Each set of finishing items shall be in one container, clearly marked with the fixture catalog number. CAUTION: Fixtures must be grounded in accordance with national, WF23 with LED state, and/or local electrical codes. Failure to do so may result in serious personal injury. THESE FIXTURES ARE AIMMED IN THE DOWN POSITION, Light distribution Shallow Cutoff Face Listin s and Ratin s '�rIUBBELL ETU to UL Standard 8750 1 IP66 Rated I CE I 25C Ambient U.S.Luc.... 'Suitable for wet locations PATENTS: D385,054, D381,452, D378,621 KIM LIGHTING RESERVES THE RIGHTTO CHANGE SPECIFICATIONS WITHOUT NOTICE, 02014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745.1788 • TEL: 626P968.5666 • FAX: 626/968.5716 Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description S ® > 1 SITELYTER SERIES POLE LIGHT 20' 4000 1.000 SL-H-40-3-PMA-DM-8 WS1 2 DSXW1 LED WALLPACK 15' 3000 1.000 WF23-9L-3K-UV WS2-D> 3 DSXW1 LED WALLPACK 15, 3000 1.000 WF23-18L-3K-UV NOTES: 1. 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. 2. ALL POLE LIGHTS SHALL BE 2o' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 2o' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. 3. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 4. LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. 5. FIXTURES SHALL BE BRONZE IN COLOR. WS �FOOTCANLES FOOTCANDLES PROPOSED VDOT R/W STANDARD LIGHTING DETAIL: O Z S O ST ST ST T ST ST ST Sl= ST ST S ° ° O Z F7.. °.v _ b ° v ° o 10.0 0 P.0 �° °v °0.0 ° 0.0 0 0 v c:.F,v ° B .01 G SETBACK v 0.5 0.5 v 0 ° 1.0 1.0 0.6 O « WS2 30' MAX. BUILDING SETBACK WS1 O 0.5 + ° ° Finish Color. Blade Dark Bronze Light Gray Stealth Gray Platinum Silver Why Custom Colas? ❑ L TGIC powder coat Cat. No.: PROPOSED BUILDING 7- BL ❑ Ill ❑ SG El [IWH FT 10 0 ° v 'Custom colors subject tminimum quantities and extended lead times. o additional charges, mi Consult representative. Custom color description: ENVELOPE PHASE I 0.10 ACRES Optional Features ° ° WS1 Fusing Single Fusing for 120V, and 277V primary. Cat. No. ❑ SF ❑ No Option j WS2 WS2 0. 1.0 ° o p v @ 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 626/968-5666 • FAX: 626/968-5716 77 0.5 ° 0 v v b � Wall Forms®WF23 w o Shallow Cutoff Face Surface Mount, Round ° MM LIGHTING revision 5/21/14 • kl_wf23_spec.pdf 0 v Type- 1.0 0 o Job: Page: 2 of 2 ° 0.5 °o Standard Features 0.0 9 w Fixture Cat, No, WF23 ° 4 ° 1.0 Electrical Module Cat. Nos, for Electrical Modules available: LED = Light Emitting Diodes LED ❑ 91-211l ❑ 18L2KUV' ❑ 911_311l ❑ 18L3KUV' ❑9L4KUV' ❑18L4KUV' PROPOSED ❑9L5KUV' ❑18L5KUV' DUMPSTER WITH Lamp LED LED ENCLOSURE -Socket N/A N/A 'For LED, 9L = 9LED Emitters; 1811= 18 LED Emitters; 2K = 580nm color temperature; 3 r = 3000K color temperature; 4K - 4200K color temperature; 5 K = 5100K color temperature; S UV = Universal Voltage from 120 to 277V with a ± 10%tolerance. 0.5 Finish TGIC powder coat Color. Blade Dark Bronze Light Gray Stealth Gray Platinum Silver White Custom Colors? Cat. No.: ❑ BL ❑ DB ❑ LG ❑ SG ❑ PS ❑ WH ❑ CC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: Optional Features Fusing Single Fusing for 120V, and 277V primary. Cat. No. SF No Option GRAPHIC SCALE 10 0 5 10 20 0.0 02014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745.1788 • TEL: 626/968-5666 • FAX: 626/968-5716 MIJ s FOOTCANDLES FOOTCANDLES 0.5 FOOTCANDLES k"teR� SCOTS Z Lic. No. 0357911� o� 06/08/20 �SSIONAL E�C� Z g m Z o Q a a z Cli ` UL LL 0 Z W z J Q ST ST ST ST C) � i I J a W Ce .0 OH ONE I 0 I� O N I W O x I I � x I .� z m - M Q our- J x I N M M X 0.0 J x W� • W X J X W Q 0.0Lu (D 1.0 H W � � z O� PROPOSED P/L J1< Uri x = J I , 0.5 - - 0. 0 x �, QC LU Z �-o x 0 W ZD J � z x LU 1 1 1 w J■ 0.0 U O LU w o w a � JOB NO. 192036 SCALE 0.0 1"=20' SHEET NO. 8