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Home My WebLink AboutSDP202000054 Plan - Revision Final Site Plan and Comps. 2020-08-25GENERAL NOTES OWNER. 06100-00-00-134AO 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. scott@collins—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 NAD 83 DATUM ADJACENT PROPERTY OWNERS- SEE EXISTING CONDITIONS, SHEET 2. EXISTING VEGETATION 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 SI7E 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 SI7F PER FEMA MAP PANEL #51003CO2880 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 SI7E ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE 7RAIL. A PARKING AND ACCESS EASEMENT WILL BE RECORDED ACROSS THE RESIDUE PARCEL 7MP61-134A FOR THE BENEFIT OF THE NEW PARCEL CREATED WITH A SUBDIVISION PLAT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SI7E 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 1NI77AL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPER77ES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE—HALF FOOTCANDLEE, 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 SI7E WITH AN UNDERGROUND DETENTION FACILITY AND A DETENTION BASIN FOR WATER QUAN77TY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. ESTIMATED EMPLOYEES IT IS ANTICIPATED 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 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 lI 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 PROVIDED: 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 EXIS77NG 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 SITE PLAN (SDP 202000054) DU f t t u TMP 61-134 N/F CAVALIER COUNTRY BANK ZONING - COMMERCIAL OFFICE USE - BANK DB 527 PG 43 DS 327 PG 228 (PLAT) OR 68 PG 456 (PLAT) NJ RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA --- 950'+/— TO BRANCHLANDS BLVD L N SEMINOLE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT—OF—WAY (HIGHWAY PLAT BOOK I PAGE 227) ---R7W-DEDTCA _0N._0_.D2FAA_CnS_ 00 0.28ACRES EW PARCEL OTAL AREA: 0 TMP 61-129 N/F J.C. PENNENNEY PROPERTIES, INC ZONING - PUD E - SHOPPING CENTER DB 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 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. TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES ZONING - PUSC 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. 0 E P Il 71 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) ICJ PROJECT SITE 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 PLAN 6 DRAINAGE PLAN 7 NOTES & DETAILS 7A NOTES & DETAILS 8 LANDSCAPING PLAN 9 LIGHTING PLAN 10 LEGEND r/. UPI 7 TOTAL NUMBER OF SHEETS L_� EXISTING CULVERT CUL VERT u Q DROP INLET & S7RUCTURE 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 DRIVEWAY CULVERT + BENCH MARK CLEARING LIMITS T VDOT STANDARD STOP SIGN — — — —200— — — — EXISTING CONTOUR zoo PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION IBC DENOTES TOP/BACK OF CURB T/B 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 SCOTTfR. 01n-LLINS�Z Lic. No. 035791 `SS 8/24/20 �o�SrONAL ��`�sv H- z LU Z � U U U m U) z IA d z u g Z o U, ❑ ,UU) w O z cn � ❑ u� ¢ ¢ w w J �••� ¢ U) z Oce z 0 z Q z� C\I LU Ir � F�/'� V / J W CD Q CD z c ~� LL WN N LU Q J H W W \ � W w L9 W r_ LU > z ® O � Q W Q U Ul Li _D w Z H— � W W H— w J W w J v � CD CD U0 N LU a Up) WWR IM SCALE AS SHOWN SHEET NO. 1 7/ / STRM MH TOP=464.63 INV IN (24")=458.43 INV IN (18")=458.33 / INV OUT=458.23 / 3 .13 - ST -'ST ST, --- --- -2.2-/-L.F. 1 n" RCP @ • _ - - 9.21 % - -- - _ STRM DI 10P-466 1 3 _ ,r - _ INV OUT=460.38 0 0 I� / SCOTT R. LLINS / SEkINOLE TRAIL ROUTE 29 1 0 'VAR. WIDTH PU90C RIGHT-OF-WAY 1 c-) Lic. No. 0357910 (I-IIGHWAY PLAT/BOOK PAGE 227) I /% �0s8/24/20�� STRM MH �/ �� // / STRM MHi / SIONAL V, 3.34 L.F. 18' RCF cs ( TOP=476 76 / TOP=466.85 8 77%� P� PORTION OF EXISTING EX 1 (STRM DI) /O INV IN-9I 7 21 / / INV IN (18"x2)=460.75 � STRM MH SIDEWALK TO BE ` TOP=471. 9 \ / _ / INV OUT:�470.26 I / INV IN (24")=460.70 ' TOP=469.64 REMOVED INV IN-456.34 / INV OUT=460.65 STRM DI / �� •,INV IN=464.09 950 +/- TO- \ INV OUT=466.09- \ j l TOP=466.4�2,. INV OUT=464.09 BRANCHLANDS BLVD \ Ccc INV OUT 461:92 W \ W W BENCHMARK BENCHMARK / M MH 24; RCP ST Li TOP=471.69 ' @ 2.39� RCS / _ -°" _ 57 - STRM MHTOP=466.85 --- _ , s - _- IF @ ~- - LUe . •a T .45' ST � '- - � 0 I �n.04 I_I:°!� 24 RCP 2.4?% <C ST ST .ST ST 7 78.0s L.F. 24" RCP -® 2.87 00" E IRS _ _ ----- -- - _ p 556 -- 1 IF @ ST14M DI U) z 12 ' N 35`0 - -, - - - - - - - �i W ° - 1 .1 _. . _ POP _ i L.F. 24 TOP 478 75 w z p 00 �- - - - 4.94� 7� 7 IN IN-472.2 (n M w EXISTING SIDEWALK TO F1 @ 2 58% Z T=472.10 o W EX. �/D'Ol R/W BE REMOVED z ce -- \� T�%61-129 / O S ;l \ , �� TW-74.5 III(n z STRM GRATE" EP-70. BENCHMARK I�/F J.C. PENNEY / / W LL o EXISTING WATERLINE T P=4FB86 UTfLITYPOLE=484:25 „ PROPERTIES,_TN-C � / / a 59 7-ONN UD / Ez BENCHMARK / �� USE�� SHOPPING CENTER / z EXISTING FIRE HYDRANT _ -- VALVETOP=467.20 EP-71.7 DB 1908 PG 726 / W BLOCK - BENCHMARK . �. - - DB 435� FIG -6.25 f/ � li ' - - - ©_ - - - -�� EXISTING CURB AND - - GUTTER TO BE REMOVED EP-71.7 i' / / WALL __ - - - � _ EXISTING BLOCK WALL TO"BE REMOVED STRMMHTOP=479.51 EX. P/L 1 � � 0 > ,(DESCRIPTION IN DEED OF TRUST) / / EXISTING TREEL NE -_ CD N 0 N / W-% J. 1 4a5 / m ro' / / - --- L TMP 61-134 / z SYMBOL LEGEND MANAGED SLOPES IRS IRON Roo SET EXISTING BLOCK WALL _ N/F CAVALIER COUNTRY BANK r ZONING - COMMERCIAL OFFICE TO REMAIN r -/ _ � SIGN _ --- _ EXISTING WOODED �� UTILITY POLE USE - BANK AREA- COMBINATION OF > kIGHT POLE / DB 527 PG 43 - - -- -----EVERGREEN Cn- - - / \ \ ` ) W GUY WIRE '---�TREESACROSDTHEIPROPERTY - - Ca /// STORM MH DB 32/ PG 228 (PLAT) / ELECTRIC VAULT DB 468 PG 456 (PLAT) P REINFORCED CONCRETE PIPE EXISTING I` - - ---- _ --- - -490 / / / / / / \ 11 ~ cc&c CONCRETE CURB & GUTTER TREELINE h� r p J � Q / z 'FENCE / _ TMP--- l17-TL-a4-A- OVERHEAD ELECTRIC UTILITY / N/ F AL$E-MARLE -�ANK fTl I I -- - _ ND TRUST COMPANY 11 WATERLINE i j / _ _ \ �\ W CD z a / 0.9 88 ACRE-S - CA - - - - _ - 6) z MANAGED"SLOPES - ZGN�I-INGPDSC I U / / / - ` - - - - - - - -- W CN ~' O - -- - -- �� 4:,. - -/ / / L.L F_ LU NOTES: - / / h� r o < J J 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY - / 1 - - _� / / / / _ J 0 - - \ STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147, 1 - MANAGED SLOPES / - - 2. ALLDEEDAND PLATREFERENCESSBHOWN ARE RECORDED IN THE ALBEMARLE 1 / / `/ / -1 / w --- - _- - COUNTY COURTHOUSE. J - _ - - 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 - _ _ _ _ �__ _ -- 016 ' _ _-- - -- L9 w -_ 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, -- _ % IRON ROD THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, - \ O z FOUND - -- SUBJECT TO NOTE 1. (HELD) ° Z LL THE g 4 OCTOOP09 TOPOGRAPHY Y RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY _ ___ Q LL 5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X ' Q (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA J ! 1 1 ( \ ° W z NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION 0 y 0 STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT. U 6. SUBJECT PROPERTY IS ZONED PD-SC (PLANNED DEVELOPMENT SHOPPING j / I `�- S �' (D CENTER). PER ALBEMARLE COUNTY CIS, SUBJECT PROPERTY LIES WITHIN THE FOLLOWING OVERLAY DISTRICTS: AIRPORT IMPACT, ENTRANCE CORRIDOR, AND I j I TVP 61 129 de 5Q� ul W z MANAGED STEEP SLOPES V IN/F J.6, PENNEY W 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. NOPERTI'ES, INC i (n 8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES I \ „ / . MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. \ I \ Z0�0'I. C PU6' _ � ,9 i 9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE. I UCID S SH PPING CENTER - - -' 8� A /j / x / 10. THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). V I D \1� 908 PG 726 _ - _ // / / W W 11. PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST \ DB 455 PG\625 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 - A ( ;� /j % / / DESC IPT ON N SEMINOLE TRAIL - U.S. ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND - \ DEED 0-\TRUST) IN THE TITLE REPORT OR IN A SEARCH OF COUNTY RECORDS. FOR THE PURPOSEW OF THIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIP \ / ;� AS A PORTION OF THE SUBJECT PROPERTY. V A �� [r W LEGEND: METES AND BOUNDS DESCRIPTION: �. -� \ \ / / ��METAL ARRow �MF (� F IRON PIN FOUND IRON - MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE \ / WITH FENCE CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35'00'00" E FOR A DISTANCE OF CID CONCRETE PAD EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE \ \ / POST T \ / (0.77' WEST OF O DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAID SEMINOLE TRAIL S 55.1 1 57 E FOR \ _ _ �� CORNER) - bi GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5.45 FEET, A \ \ - - STRM DI / % _ uj It LP LAMP POST CORNER OF TMP 61-129, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING \ \ TOP=505.57 / G _ MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON \ a. U) OH OVERHEAD UTILITIES 64'38'24' W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND IF SAID \1 \ 'HORIZONTAL GRAPHIC SCALE NV=500.98 GTa192036 SL SIGNAL POLE & BASE MONUMENT MF . THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES, INC. S \ \ \ JOB No. SN SIGN WIDN PIN TH TMP 6EING34 COMMON AVAOERECOONTRYI BANK. PENNEY PROPERTIES, LEAOVNGTSAIDIN C AND \ 25.4 L. 15' R P 5 FL:F' SS SANITARY SEWER \ \ \\ zo o \ 0 20 ao as SCALE ST UTILITY POLE PENNEY PROPERTIES, INC.AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N \ \ \ \ V A �= / UP UTILITY POLE \ I � \T 1"=20' 42'48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH VLT UTILITY VAULT V \ i N\ WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY \ \ \ \ ( 1N FEET) STRM H YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908 \ \ \ 1 inches 20 ft. TOP=504. 5'THM SHEET NO. ACRES OR 39,547 SQUARE FEET, MORE OR LESS. \ \ INV IN=49�1 2 \ % IN J -5 .0.90 C; d b 5 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 c SIGHT DISTANCE = 530' S $T � ST�C STD ST - --- -- ST ST - ST - ST- - Ste' A� N W W — e o _SEE SHEET FOR FULL DEPICTION OF PAVEMENT REPAIR, MILL & OVERLAY AREAS NOTE.' MECHANICAL EQUIPMENT SHALL BELOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OFPARAPET WALLS. SEE ARCHITECTURAL PLANS. PROPOSED PRIVATE DRAINAGE, LANDSCAPING, AND MAINTENANCE EASEMENT DB, PG _PROPOSED CG-12 (TYP.) 950't TO BRANCH~ LANDS BLVD. r -IT —� — — _T 30' F C-F C AT — —t =VDOT R/VY PROPOSED CG-6 CONNECTION TO EXISTING CG-6 Cb 3 \ I R \ PROPOSED 30' PRIVATE ACCESS EASEMENT, DB PG \ P�OPOSEDIMPROVEMENTS\ EXISTING PARKING LOT PR I Ej K D SED ENISTING R I INGALL SHALEAN FINIS ITH�RIALS ME EXISTIN ALL. ITIE-IN NEW CG-2� CURB INTO EXISTING CURB VA IABLE WIDTH TEMPORARY ;I DING AND CONSTRUCTION EA EMENT, DB. PG. i i PROPOSED VAR. I PARKING & C U.S. ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL VARIABLE WIDTH PUBLIC R/W STOP SIGN PROPOSED MILL/OVERLAY SEE DETAIL, SHEET 7 W - PROPOSED CG-6 W CONNECTION TO PROPOSED VAR. WIDTH R/W DEDICATION TOTAL AREA: 0.04 ACRES PROPOSED 6' GRASS PLANTING/UTILITY STRIP PROPOSED 14' SHARED USE CONC. S/W PROPOSED VDOT - W �W EXISTING DI sr T — sT v i• PROPOSED 14' WIDE CONC. _PROPOSED 10' MIN. PARKING & BUILDING SETBACK MULTI -USE PATH — — — — — — — — CG-12 (TYP.) — — — — — — — — PROPOSED V R. IDTH� PROPOSED ASEMIENT& .CC PROPERTY LINE u, y � N )SED ADA COMPLIANT - HC VAN ACCESSIBLE PARKING SPACE 30SED ASPHALT PARKING LOT, DETAIL SHEET 7 i —�-- PROPOSED 30' MAX, BUILDING SETBACK — O3 CG 6 (TYP.) NEW PARCEL PROPOSED BUILDING TOTAL AREA: 18, (TYP.) PROPOSED 6' ENVELOP - PHASEI 0.10 ACRES 0.28 ACRES a: SIDEWALK PROPOSED PROPOSED CONC. PROPOSED CG-12 (TYP.) SLAB, SEE DETAIL CG-12 (TYP.) SHEET 6 PROPOSED 12'x251' LOADING SPA'Cf - CG-12 (TYR) in PROPOSED CG-2 (TYP.) . . O• O� 9 I (9p,) O PROPOSED PROPERTY LINE PROPOSED' DUMPSTER Y SEE DETAIL 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 RETAINING WALL SEE SHEETS 5 & 7 FOR DETAILS MANUFACTURER: EAGLE BAY, DIAMOND SEGMENTED RETAINING WALL SYSTEM COLOR: JAMES RIVER XISTING 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 n 3-12 (TYP. ST T URE, 7 O I Or in LU U DO b ULI 0- CY CF V) z� Ow . J u) DO �a ass ST o��r oti ENE oN o sr ST 00 �-�}' �H ` ST 0 TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 oN � SCOTTIR. O LLINSt2!_ Lic. No. 035791 8/24/20�i U UJI 0 .. O Z O In U as U) z •A z g O Z In w O w LU O z Ln O o u N z ¢ W w N zO W LU 75 o v r� 00 L9 z I` m u h Q w 1—I J z Lu J W W O1.� Q U I 00-01 m z w J (n H ULI W w a N JOB NO. 192036 SCALE 1"=20' SHEET NO. 3 I I x-x-x-x x_-_ --- ' - --- --- - - - CE = 530' sr IT ' , .. • . _ o _ x -x -_ _ � sr -' / EXISTING LIMITS OF s s IT - - - - - VDOT 4R/Wr- TYP. - -"-- , o - - sr _ sr =g._ sr--erg-�• sr sr sr sr 4-3 -'` --_ - - DR 26 PVC) - - - __ - -- - - ° - - - O g ■ w -' Lu M H 4 -� (A - - - Lu s / ° I / U.S. ROUTE 29 (NORTHBOUND) I SEMINOLE TRAIL / VARIABLE WIDTH PUBLIC RJW / PROPOSED WATER / LATERAL CONNECTION TO / EXISTING WATER MAIN PROPOSED 1' - - - - - - - -- _ WATER METER r sr sr sr M H 3 sr sr - sr - sr IT _ sr - sr - sr - - - - - - - - SIGHT DISTAN `< • - N WM MnM M M M M - ° - - EXISTING � -- -- WATERMAIN TO BE - - IAi - REMOVED AND REPLACED WITH EXISTING FIRE HYDRANT NEW 2" TYPE K COPPER SERVICETO REMAIN _ '- - LINE LATERAL ,..�� \V\F• \\ _ I (SDR 26 PVC) / / I C I / T W W �W W - Z- _ Sr • o H a I - - - - - - - - -�- ° + EXTENSIONTHE SUBJECT j -- - - . C0-5 BUILDING a I PROPOSED SANITARY SEWER �' --'�--s)tr� - - - _ _ _ PROPOSED B i PROPOSED 20' PUBLIC , - / (SDR 26 PVC) -ENVELOP- PHASE I I \ - UTILITY EASEMENT, TYP, PROPERTY - j , \ M H 5 Q -0.10 ACRES - - ,� i PROPOSED �8" SDR 26 PVC � � _ I ` \ cnvTMP , f-13BANK SANITARY SEWER EXTENSION TO THE i H SUBJECT PROPERTY TYP. - CO - De 527 Pc 43 PROPOSED 10' PUBLIC (PLAT) - D8 327 PC 228 ( n UTILITY -EASEMENT, / �.. ACSA GENERAL WATER &SEWER CONDITIONS / OB ase Pc ass (PLAT) / O CONTRACTOR SHALL INSTALL THE PROPOSED - �. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE SANITARY SEWER VIA AN OPEN SAW CUT WHERE ITS ALIGNMENT I - S BENEATH T CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. HE EXISTING PA VEMENT. 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 OVERLAID INHERE THEY MEET EXISTING PAVEMENT.' INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 1 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BYTHE 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. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS ( IN�FEET ) FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1-in6h = 20 ft. GENERAL PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 3.'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' 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. _ O U O O ~ 480 ") N 0110 u)U)CO'to O / N N 475 = =2 PROPOSED GRADE» NX =::E g� NCO (DRNG-S/L) 3 ~ Oro O 00 In 00 l 470 OO I- N ... D0� I� O �t� EXISTING GRADE _ _ _ 7 -' DRNG-S/L) 7 i to t` O 00 � (0 CD M � O�� + (O Z � � �-O � � co ,, 0) Ln - O CO N DO O LO I� Q » = H PROPOSED 2" TYP� K SOFT COPPER - .� CONTRACTOR SHALL INSTALL A M ZZ WATER LATERAL CROSSING. MINIMUM 1.5' O -'t N I- + (0 WATERTIGHT MANHOLE FRAME &COVER Z ON PROPOSED MANHOLES #2 & #3 IN-O N c0 Z - - - - - - _ SEPARATION REQUIRED=1.5'. 465 + O dZ O N O Q •• ACCORDANCE WITH ACSA STD. DETAIL = �» _. / �' (W/L-S/L) = Q » I_Z Z- TD-32. SEE SHEET 7A,FOR DETAIL. :2(n D_' Z Z DR 26 PVC4% 4" SDR 26 PVC 44.73 LF ® 2.77% !.(2.08% MIN. SLOPE) \ / CO AT BLDG INV OUT. T0, 1 C MIN. MH 5=468.28 (gRNG-S/L) 455 8" SDR 26 PVC 8" SDR 26 PVC 8" SDR 26 PVC - 87.19 LF @ 1.13% j ; VERTICAL GRAPHIC SCALE PROPOSED STANDARD 65.24 LF ® 0.53% 168.65 LF ® 0.50% 5 0 2.5 5 10 20 ACSA DROP CONNECTION. SEE ACSA STANDARD 8' SDR 26 PVC ' APPROXIMATE LOCATION OF EXISTING STORM - - DETAILTD-211 FOR SEWER CROSSING. CONTRACTOR SHALL FIELD DESIGN REQUIREMENTS. 450i 32.44 LF @ 2.06% VERIFY EXISTING STORM SEWER INVERT AT ( IN FEET ) CROSSING PRIOR TO ORDERING SANITARY SEWER STRUCTURES. MINIMUM SEPARATION REQUIRED=1'. 1 inch = 5 ft. EX TOYSRUS-1-1 STA: 0+00.00 445 RIM: 461.68 INV IN. 455.00 (AT UPPER MH DROP LCOATION) INV IN. 442.93 (AT LOWER MH DROP INTO MH) I . --T i � TO REMAIN) INV IN (NE)=441.83 (TO REMAIN) 440 INV OUT=441.73 (TO REMAIN) JLLJJ N J W W N N N W U- 0+50 1+00 1+50 2+00 2+50 HORIZONTAL GRAPHIC SCAL N CCI 00 00. cc ro CD CD CD Tod d hCD 3+00 3+50 4+00 4+50 5+00 5+50 PROPOSED CLEANOUT - EX TOYS RUS-1-i ( IN FEET ) 1 inch = 50 ft. h CY) r- cD O O O CV 6+00 6+50 7+00 / - PROPOSED 20' UTILITY FF EASEMENT, TYP. !-- -- --- --- --- - o s -� , 4- - - •- / JI -- I SCOTTIR. CIILLINSt2!_ Lic. No. 035791,'n A_ 8/24/20�i 1 z LU a O 77 O Z z a U) N/F J v' u :5o Uj Z W w LU O Z .-i Ur)O 0 N Q Q _ W LL Q F- H a N UD W o v '0 ,. -- - r. ao L9 - �' > / /I h i----------------_�_- ----- - - - - - - - - - - - - - / ,- /------- - - - - - - - ----- -- // > ----- m -------------49_�- - - - - - - - - - - - - - - - - cr1 1 ------- - - - - - - - - - - - u an r`') rn I' _ a ~ - w N TMP 61-134A I' - - o w / O / / I N Q / N/F ALBEMARLE BANK AND TRUST COMPANY 480 0.908 ACRES (39,547 SF) - - DO W PC 508 47 CONTRACTORSHALL LOCATE THEEXISTING PRIVATE ' SANITARY SEWER LATERAL SERVICJNG TMP 61134 PRIOR TO/ / CONTRACTOR SHALL REPAIR & STABILIZE THE ORDERING MATERIALS FOR THE SANITARY SEWER & ' / EXISTING DITCH IMMEDIATELY FOLLOWING THE \ / MANHOLES. CONTRACTOR SHALL PROVIDE ENGINEER WITH / CONSTRUCTION OF THE PROPOSED SANITARY �s THE VERTICAL ELEVATION OF THE SANITARY SEWER LATERAL 47O / - / CONTRACTOR -SHALL INSTALL THE PROPOSED AT ITS CROSSING WITH THE PROPOSED SEWER RUN FROM / / SEWER. CONTRACTOR SHALL ENSURE POSITIVE SANITARY SEWR VIA AN OPEN SAW CUT WHERE ITS / DRAINAGE IN THE DITCH. \ O MH2-MH1 FOR CONFIRMATION OF ITS ADEQUACY. ALIGNMENT IS BENEATH THE EXISTING PAVEMENT L ' CONTRACTOR SHALL TIE THE EXISTING LATERALINTOTHE \ AFTER SEWER INSTALLATION, THE PAVEMENT LED & �. - - SIGHT D�BE REINSTALLED ISTANCE = 530' °\ W SANITARY SEWER MAIN ATTHE TIME OF THE / - - - _ _ €PAEWj THE SANITARY SEWER IMPROVEMENTS. / / - " - - - -- D HE EDGES SHALL BEM CONSTRUCTION OF F,-Yki EY4v1EEF-€,XISTING PAV - - _ 465 / / 011 - - IT sr sr sr sr sr sr sr sr r sr sr r %...v. -xxx r y -xx -xMH 2k - - - - -_ 460-.-- - - - - -3 2 - - ZC - - - - - - - - - (SDR 26 PVC) - - - - - - - - - ul off 11 -IT 455 1 - oa - - � � � (SDR 26 PVC) s-/ / -- -- -/ --- - \ \. - -I, s> I� / PROPOSED SANITARY SEWER RUN / \ - A MH AB[-MH-41 BETWEEN MH 3 & MH 2TO MAINTAIN 10' 94 94 TIE INTO EXISTINGWITH PROPOSED ED '-46221 - \ / / / IN=441 .60 OF HORIZONTAL SEPARATION FROM THE 450 ToysRUs-1-1 WITH PROPOSED DROP CONNECTION OUT=441.34 EXISTING OVERHEAD POWER LINE r� \ !1 i, PROPOSED 20' PUBLIC - _9 \ UTILITY EASEMENT, TYP.,Lu \ w O \ S_ MH = ® N 445-ss-ss-n BnLx D Ss T; X 940 t � CONTRACTOR SHALL HAND DIG AND EXPOSE ~ EXToysRUs l l ;r , MH THE EXISTING STORM SEWER IN THIS VICINITY Lu _ PRIOR TO CONSTRUCTION TO IDENTIFY THE cn - PROPOSED CROSSING & TO VERIFY THE o - - - 1-EX MH1 (SDR26PVC) \ CROSSING SEPARATION. ANTICIPATED STORM Lu 440 yy ss `_ 1 / INVERT=453.8't, Z -FX ToysRUs-1-1 (SS) 00 O / Z TOP-y461 .68 I / U 4 /0_ ss INV Ixli (SE)=44z28 I / Q / -69° \ INV /N (NE)=441.83 < INV/OUT=441.73- / 7+50 7+75 I ' F_ 1-1 J Lu J 1--1 � z w i2L I� O I..L D Z U Lu z W Lu �'_j V) I- L w w a N JOB NO. 192036 SCALE 1"=20' SHEET NO. 4 i / / / STRM MH / TOP=464.63 / INV IN (24")=458.43 / INV IN (18")=458.33 / INV OUT=458.23 / o o� ST IT - Sr - Sr IT ST I - -��2.2-7-L.F. 18" RCP @mac 9.21 % - - O - - - - - - - STRM DI = 701��466J 3 _ G- ( INV OUT-460.38 ' / , TH 0 U.S. ROUTE 29 (NORTHBOUND) oSCOTT R. LINStZ SEMINOLE TRAIL m I O VARIABLE WIDTH PUBLIC R/W \ \ / U Lic. No. 035791,1D 8/24/20 r� / I � I / I I I / °.��, tip' / STRM MH \ / /� SSIONAL E�yG TOP=466.85 � 13.34 L.F.L?7�� PCP @ II I \ I � I / /- INV IN (18"x2)-460.75 / ( STRM MHI / 1 \ I 1 STRM DI/ / NV IN (24 T) 460.70 STRM MH ( ) NV IN � 70�21 / INV OUT=460.65 I � I I TOP=469_64 \ v v TOP=471.�9 A /o I ;ojill, / STRM DI \ INV IN=466�-A INV O =170.2.26 / < < L NV IN=464.09 / TOP=466.42. 470.0o EP ` NV OUT=466.O�J \ NV OUT=464.09 / / INV OUT=461 `92 �. 468.67 TIC 471�00 EP 471.3fi EC\ \ \ a / 468.67 EP W N/ �W W 64.37_ LF. 2<' RCP 9% _ _ _srsr_- s -sT T / s•l'-=-sr�s ° -ia, >.-'4 L!7 s'- - -- _ \sr� l ❑ ��" / �4 r sr - i sr _ / 24TCP00 IT-- IT -sr_ 1 �sr�sr � �-sr-n_sr_ � • 8.05 L.F. 24'" RCp_@ 2.87q s _4 o" pNE w j - - - - 469.33 TC 470.61 TIC o. ° _ _ - _ I o" l °�Fsr 0 > _. r � - 469.00 EP 470.28 EP- • - ------ • ---- - _ _ k ❑ O . V 7 -- 201 --- ----- T - �M /.M M� M M M 'M M •`^ x °• � Q m M - - _ �a �T M D U 0 � '� . I I r u \ / \ �; TO�-478.75 (nU-I g rJ r _ r - R��/.. / - - 200 /� J J = I PROPOSED VAR. WIDTH I � \\ i 7; .1 7 L.F.8i RCP INS/ IN=472.2 LU /-C' - - 47 RATE O STRM c - \ �� / \\ @ o O.(JT=472.10 I O z m o 470.33 T '�+/ / i EASEMENT / - z Q NV 6UT 463.5 470.0o EP / \ - _ / ,^ > - o / _� �- v' t� \\// 471.00 EP� _ PROPOSED DRY I II / / / H Q Z /\ --- - 3 - DETENTION BASIN B'- ---- OBW I °F. 4�Q / /// //..I,: PROPOSED UNDERGROUND TMP 61 129 PROPOSED 5 WIDE CURB CUTS WITH PEA .y- ; ° ; a _ - -DETENTION SYSTEM 'A' - - �- - - N/F J.C. PENNEY PROPERTIES, INC / Uj 01 GRAVEL & FILTER FABRIC UNDERLAYMENT PROPOSED 3.5' WIDE CURB - - - - DB 1908 PG 726 TO DIRECT RUNOFF FROM PARKING LOT CUT WITH PEA GRAVEL & 7 -.m I- DS 4355 PG 625 INTO DRY DETENTION BASINS' FILTER FABRIC UNDERLAYMENT _ - - - / / \ TO DIRECT RUNOFF FROM PROPOSED BUILDING - - . r •- - / / / / / / / PARKING LOT INTO DRY .0� 8 ENVELOP - PHASE I / / /\ DETENTION BASIN'B' - - - _ 4 0.10 ACRES K, FFE=475.67 't"t 112If \ _ $ 6 - - 484.OTW _ - / 107 / -- 478.OB _ -- -_ - I / / // --- \ o 4 /---5.,_ �_ --- - - PROPOSED 08" PRIVATE - --- - - - - - - - ` - / -7 YARD DRAIN SYST - _ ° 1 09 1 O8 - _ THE PROPOSED ENiD OF THE EXISTING RETAINING :-I--T - _ PROPOSED 08 PRIVATE II• / � N - OOF & YARD STEM - - WALL SHALL HAVE A CLEAN FINISH WITH � --- �` ' - / i MATERIALS MATCHING THE EXISTING WALL. - - " / DRAIN:SYSTEM -- R ' MAXIMUM 5% 5 PE WITHIN - 1 O1 - - - PROPOSED S MENT'TH.. 110 _- ' TMP 61-134 PROPOSED PA KI G LOT, ITYP. - - - - SWIM EAS -MFN7 _ -F - / - - . ,� CAVALIER COUNTRY BANK I _ - __ �_ - \ _ / O i / DS 527 PG 43 ;. - - - \ 102 Z _ 104 / - ,I / / U( / -I DB 327 PG 228 (PL AT) I ( _ \ - --_ ---:_ 0J / - - \ DB 468 PG 456 (PLAT) -- -- - - / / / / / A Op i i i / i i i i i i _ - _ - _- / / / / / DRAINAGE DESCRIPTIONS STIR. 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 HDPE 104 Cleanout 8" 477.75 103 8 60.78 3.29% 475.50 473.50 HDPE 102 Traifice 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 HDPE 6 Modified VDOTMH-1 - 475.57 VDOTSTD. 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 36 42.35 0.50% 469.46 469.25 HP Storm 2 Modified VDOTMH-1 CG-6 - 474.00 VDOTSTD. 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 106/ PROPOSED 6' AX. HEIGHT RETAININ WALL WITH HANDRAI '..ANY WALL - - - - - - / I RETAINING WALL MAX. HT: 6' \ \ N ABOVE 3'gLl REQUIRE A j BUILDI �PERMIT, TYP. / d W i-----------------------=497 - - - - - - - - - - - - - - - - - - - - - - - - -y 490 I I , NN ------ _ - - - - w -- -- -- -> a CD PROPOSED TREE--a.-rl_ -- - /� -I - - - -- - < / // / / // /// - _ - - ��_ _ _ - - _ _ N U- PROTECTION & Cy - - - - - - _ - _ _ _ - / / IIIIII TREELINEi - LU i -z� oLu m I --- -QCe Ce - // - i / d TMP 61-134A > / / Q 4 N/F ALBEMARCE. BANK AND TRUST COMPANY L1..1 .• -- _ 0.908 ACRES (39,547 SF) I I _- - / L9w (11 _- DB 648 PG 508 / I - - � - - / � `�/ MANAGED STEEP / _ SLOPES � J Q � o / < U Q I \ \\ U Ul LLI LU cn TMP 61-129 / �' LLI N/F J.C. PENNEYPROPERTIES, INC - _ _ - D435508 PG 2I / / / LL DBS 6 4355 PG 25 z I i w LU - V CD CD Lu STRM DI o w 1 TOP=505.57 Nv=500.98 ( ---- JOB NO. - v 192036 GRAPHIC SCALE 25.4 15' RCP 15" RCP - SCALE V v r 7•- % r / 20 0 10 20 40 \ _ 1„_20' STRM H / /� / ' SHEET NO. TOP=504. / STRM ( IN FEET )- - -- \ NV IN=49�� fi0P=50- // I inch = 20 ft. S 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 a �o 9 N y� jp y W_ C d C pry O > m N U 3 C r3- Q J F O I` 0 O O j N J O, x O. II N V 6 0 R 45 c O 5 U ❑ '� c m rn y w n B c E a > J _ Q U U O O O U U U U W m U O J J W U O U ¢ 4 3B 6.0 0.07 0.70 0.049 0.20 0.00 0.20 0.0380 0.0380 2.0 0.0380 1.0000 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, In is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 NN _ v n o c .u�.. w C 0 N T 1' fV m t1 75 B x y W_ 3 p C m V d C o .3 o m c N wS 0 °! ii $ v _ _v >4. c E y a m 3 °� _ -a m 'fig ' S N ❑ C t N N N �N, C x fn 16 C (1 L2 12 ❑ N G V @ N W m fU d 0 N II L� J C O U Z` E FL > _ d (5 cQ7 Cf O O N m 3 w w H w° B ro w 4 3B 6.0 0.07 0._ 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 E w N m U 2 w >v+ E c 0 _ v c m c 2 3 o w v S c a E vl 2 d o ii E m `o E c d m m m _ c mm y O 15 c c 0 E c_ w 15 C C Q i0 06 10 c ❑ �` to - > > E w o d w w Q Q d ¢ ti U U d _ o a _ u I W > 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 1 0.02 0.02 473.50 473.25 12.2 0.012 0,0206 8 1.88 1.72 0.12 108 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/FIR) Q (CFS) 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 2.0 WEIR FLOW 106 It5" N to last Yard Inlet - 50% clogged 0.32 1 2.70 0.38 1 0.45 4.0 0.68 1 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 Inlet 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 1D 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 0.01 0.35 4.0 0.01 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% clo ed 0.32 2.70 0.01 0.35 4.0 0.01 0.2 WEIR FLOW 110 IS" N to last Yard Inlet - 50% clogged 0.32 2.70 0.01 0.35 6.5 0.02 0.2 WEIR FLOW Design Year: 10 Proiect: SleeDNLmlber 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 I �, •, • 6 1 1 11 1 1: 1 JKA11NAUL AKLA SCALE 1"=30' GRAPHIC SCALE ( IN FEET) 1 inch = 30 ft. ST ST-- .ST - ST - - ST M-� M n M " M - o� - 1 .Structure Area (Acres) CW t, (Min.) 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 5.0 112 0.07 0.90 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" HOPE 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-FLON (INV. 469.00). RISER INV OUT=467.00 (TO EXISTINI PREVENT FLOTATION THE RISER BASE SHALL BE EMBEDDED 6" INTO AN 18" THICK REINFORCED CC FOUNDATION THAT IS 6'xG, AND BURIED BELOW C STR: EX 1 (STR EXISTII STA. 0+( TP=4 INV IN: 466.19 TC INV IN: 466.34 (TO REI INV IN: 466.09 (TO REI U.S. ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL /'VARIABLE WIDTH PUBLIC R/W \ \ W W DETENTION BASIN'B' (TOTAL AREA TO T$ R 200�1 200 v �. PROP,O ED CUR)5 CUTS ��R'ECTING PARKIN LOT �V i UNOFF TO DETENTE D 1 (� V BASIN'B' / M \ o O I )POSED VAR. WIDTH y SWIM EASEMENT 102 I I � II I j I I / I I / / d / / / J UNDERGROUND DETENTION �- SYSTEM 'A' I / STR.112. . _ --- -- -- - (ROOFTOP RUNOFF) 1 ' / 0.07 ac. � �I Cw=o.90 11 Tc=5 min. rat - STR 4--- 0.07 ac ♦I I (� DETENTION BASIN B DRAINAGE DIVIDE. SEE SWIM PLAN FOR DETAILS' --------I -- t ------- _ - - / STR.106 0.38 ac. -- -- - It/ Cw=0-35 - - . / Tc= 9 min. 120' OF OLF w/ . G ELEV.=23' . ♦�o.� •�. .� STR:2 MODIFIED VDOT MH-1 STA. 0+61.62 TP=474.00 INV IN. 469.25 TO 4 INV OUT /16915 TO N N CD � N 00 CD -o 0 > 000 ~ O 0 0 T_ Co o > O O c0 (3i ILL O N O II M7orco �r cV rr O > ON�� O r-n � � +Ln > +_6 �m �zZoo ¢zzo Q»» cc Q.II �� >>> o N�zzzz n rn zzz 12" MIX COVE J OVERUGD i �ESS MH w/ STAIRS SYSTEM, TYP. DN & MAINTENANCE. 480 EXISTINC GRADE 480 iM PIPE WITH VDOT STD. / RT=469.00) TO SERVE AS REM 'A' PRIMARY OUTFALL I( ROPOSE / I GR DE 475 475 -470'87 RGE =470.77 /,-- OVERFLOW/ =470.67 BYPASS, TO STR. 8 =470.63 70) WITH PROPOSI E DETAIL 47O A DOWN SERVE A ISER RIM SYSTEM ORIFICE SLOPES 5 DI). TO I o CO-5 I .FIRMLY NCRETE -I �. �)_ 36" HP STORM ROUND. 75.10 Li ® 0. 36" HP STORM PIPE V DI) 4 5 42.35 LF ® 0.50% 4651 JG DI RESTRICTIVE WEIR PLATE AT LOW POINT, INV.=469 )0.00 I DRAIN THE SYSTEM. SEE DETAIL ON THIS SHEET. 71.69 12" HP STORM PIPE, 8.23 LF ® 1.82% 200 SEE GENERAL SWIM FACILITY NOTES #2 & 4ON THE PREVIOUS SH AAINRAIN) 12" HP STORM PIPE, 34.71 LF ® 2.33% 460 460 to cc0j EwLoi(Lu�3i co -It 01 d0- 0+50 1+00 1+50 2+00 STR.108 --485- Cw=0.35 Tc=5 min. STRAW 0.01ac. -cen W j V) i \ / I i i �QU I o . i 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 3.' 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. 48 PROP) STR:8 MODIFIED VDOT MH-1 GE 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 ® 3.05% - _D SERIES OF 36" HP STORM PIPES WITH STREAM RESTRICTIVE WEIR PLATE TO S PROPOSED UNDERGROUND DETENTION 470 W. 30" HP STORM PIPES TO HAVE 0.50% WITH A TOTAL LENGTH OF 117.5' PIPE SEE GENERAL SWM FACILITY NOTES 50% #2&40NTHE PREVIOUS SHEETFOR CO-rj DESIGN OF OUTLET PROTECTION. 465N -S/L) .25'. TO EET FOR DESIGN OF OUTLET PROTECTION. UGD SYSTEM AND DETENTION BASIN > > O JJ � O W W � Oj W r � Ili_ PROFILE SCALES: 1"=5' (V) 1"=50' (H) 460 _ co 0+50 0+75 11 BYPASS E xuluv / GRADE 475 STR:4 MODIFIED VDOT 01-3H, 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 ro 36" HP STORM PIPES, PART OF UNDERGROUND DETENTION SYSTEM 'A' 15" HP STORM PIPE, 5.83 LF ® 16.29% (EMERGENCY OVERFLOW/ BYPASS) PROPOSED ELEVATED 015" HP STORM PIPES ALLOW MORE SIGNIFICANT & LESS FREQUENT STORM EVENTS TO SAFELY BYPASS UNDERGROUND DETENTION SYSTEM W 4601 SCOTT/R. 05LLINSt2!_ Lic. No. 035791 8/24/20�i 12 a z � .. 0 O z O c o U /A aLn Z z 0 O Z w Z O g w N w Lu O u N Z 0 Q W w a H Z O Z Cn W LU o v N n 0000 z Z� N W - � 1 I� J W CD Q CD z CN I --I LL_ W N LU > J ZQ LLJ � l� \ - J / z 0 L w W Z `D Q J z Q W Qo 2 U L LLI / 01 I..L LU Z� cn LLI LLI J � z I..L W IJ~ L W < J ® CD UCDCD N � LLI W w a N JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 CG-12 REV. 7/1 203.07 A PERMISSIBLE COAST. JOINT AEJ `TRLIKAI SEE SHE TANGENT PLAN BACK OF 20 ' FOR DETAILS CG-2 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 fi 4 a e 5 5 10 fi 7 14 7 ll 15 S 75 15 NOT THE REOUIREO LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET.REGARDLESS OF THE SLOPE o u 3 o a ILI o= pCROSSWALK H 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 DIMINSONS AMID SLOPES ARE AS NOTED. -12M n �MI xXc 5 2MIN ' AT , 2" NIGHER THAN EDGE OF PAVEMENT AT,`)K,SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE OSED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 5T' 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 ��E TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 115 a2 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. 40C NCCRET IF PRBE CLASS A3 IFR CAST IN ACE, S. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH 3 31"( DEPTH)ININ )ORDER INCREASED ETHE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. NOHAD SEMEN IN THE PRICE BRD� S TO BE MADE ~ FOR A DECREASE OR AN INCREASE N DEPTH. 5' THE2REQI2EMEENTS FONNCG-6 ASA SHOWNTING 14 W APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, BI IN THE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 R CG-2 Imo_? ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 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 EXGTNG SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENNG LAYERS ® PROPOSED MINIMUM 1'/X INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MIN" 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 NPES OF THE LAYERS OF EXISTING PAVEMENT. L S SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHILL 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 EXSTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED W MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LACE SHALL BE MILLED A MINIMUM DEPTH OF 1 Un INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY 7FE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AM EFFECTIVE SURFACE DRAINAGE. B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FNA TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT AL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING I P'RF_FERE`NCE REv n707 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. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill 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 ROAOWAY'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 WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICAT70NS 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 EN77RE 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 UNDERDRA/NS (CD-1 OR CD-2 OR UD-4"S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS 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 TRANSPORTA7ON (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 SILTA77ON 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. 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 N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). TOP OF - CURB z,,,-2" R OR 78 STANDARD CC-6 TONE#57BASE68NDER CURB CURB & GUTTER &CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. I I nm, no � )- NOTES: 1. N NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FELL SLOPE.OTCN SLOPE, DITCH SLOPE, OR SHIXJLDER. 2. 7M ITEW MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST N PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET 101.12. 4. THIS STANDARD TO BE USED WITH STRAQHT CROSSm65 AND SKEW ROLES TO 16W. 5. WADWAOR TYIMIBE BBELS ED IN ALL AREAS EXCEPT WHERE A COKLCT WITH INVERT FOR CONCRETE PIPE D S 0 L CUBIC VAROS CONCRETE ONE DOUBLE INCREASE FOR EACH ADDITIONAL PIPEEINDWALL 0 b 12" T'OW 2'•O- V-W 0.329 0.06E 0'- N" -T 2'-S' 2-6' 7'-3W 0.071 _ " _HI _ 2'-S" 3'-OT W-8- 0."! 0•-P' 0-P ' 21' W 24" T-11" W-0- 1T- ^ 173 0.44 0'-2 " 27- OR 30" 4 S'-0 14'-4' 2.73 O. - `2 S-2" W-O' 17'-2J' 31854 0.907 NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5" MIN.) AT 28 DAYS OR STRONGER. 4" CONC.__\ �- 4" 21-A STONE BASE CONCRETE SIDEWALK EW-6 a SHAPE TO IE BEVEL WITH NOW DO NOT BEVEL INVERT S. BEVEL EDGE IS REQUIRED ON THE KADVI .L AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SOVARE EOCE BR BEVEL EDGE. a. ON 54KLOW FILLS WHERE ENOI ARE )'OR LESS BELOW SHOULDER LINE. THIEH TOP Of THE ENDWALL SHILL BE WMTRUCTEO PARALLEL TO THE GRADE OF THE ROAD. W. j•1" OAMFER MAY w PROVIDED ON ALL MES AT MANFACYUR.ER'S OPTION, W. QUANTITIES GIVEN AM FOR ONE ENDWALL PLEASE REFER TO STANDARD EW-1, BEET g1A1 FOR ALL DIMENSIONS NOT OVEN IN TABLES. FOR CORRUGATED METAL PIPE 0 5 C L CUBIC YARDS ONE TEE EXDWALL NCIR ISE FOR EACH ADDITONAL PIPE 0 p 12" ro" S-7W 0.344 0.097 0''0 0'-1" • 1` W '_ - - OJ " 0.95 '- ' 0'--1•• 0W T-4" -0- CAI' O.aw 0.241 0-2/ ' " 0' V' 3'-T' 4' IT•T O.H2 0'• 0-2- 2T' OR SD 3'-q" S'-0W 13'-10" 7dSB Q870 O'-3 OJ. 1 J 311W 4'-7- - 1F-T 4,075 J T 0'•3 0-3- STANDARD ENDWALL FOR MULTIPLE PIPE 'CULVERTS RDA; AND BRIDGE STADA os 12" - 36" CIRCULAR PIPES REVISION OATS SKEET + OF 1 302 V24NIA DEPARTMENT OF TRANSPORTATION g1.11 20116 ROAD & BRIDGE STANDARDS NO SCALE -12'„ RESERVED PARKING vT� ACCESSIBLE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE /-- TOPSOIL AND SEED 1-1'-0"-1 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 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 STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) 1 LOCATION FACE OF CURB BUMPER BLOCK PAIN PER PAINTED VD07 TRIPE SPEC. )CAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STA7E REQUIREMENTS NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ,� / %A/A%A� �% ///A/A/ /�A// �/�A%//\A/// ��V/�Aj"00 , COMPACTED \ VA SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 33'x25' CONC. MIN.12'x20' CONCRETE DUMPSTER PAD DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE 12Hx25' CONIC. MIN. 12'x20' CONCRETE DUMPSTER PAD LOADING SPACE 7r`THICK -3000PSI CONCRETE �6" COMPACTED 23.13 STONE BASE CONCRETE LOADING SPACE DETAIL NO SCALE TREES SHALL BE PLANTED A MINIMUM OF 0.4 X H DISTANCE FROM BACK OF BLOCK. SHRUBS MAY BE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL r LOW -PERMEABILITY SOIL 1 r FILTER FABRIC \\�\/�� III STRUCTURAL 7° a I I` BACKFILL 6 • w i, • ,711 A III_ • II -I 11-1 T • y H ; II -I 21-0" • • III�II�ITYPICAL FINISHED _ GRADE 4 d �_I 1 " III I -II � II DIA. DRAIN TILE - \� IIIIIII� �I 6 Ifs 16 PI� --I .3 TO .4 f OF H (TYPICAL) NOTE: RETAINING WALLS GREATER THAN YIN 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. TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE .° I JII Lae. L SITE WALL WALL RAIL FASTLTNING DL7TAIL NOT TO SCALE 13"-O" 1'-0" (TYP) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) (Typ.) �j A B B PAINTED BRICK ENCLOSURE TO MATCH PROPOSED BUILDING (8" WIDTH X N 7'-O" HEIGHT) A A STEEL BOLLARD (EXTERIOR) 1 a 6 (TIP.) (SEE DETAIL THIS SHEET) ON ( WOODEN°DOORS DUMPSTER GATE (SEE DETAIL THIS SHEET) 45- CHAMFER 13'-O" �I DENOTES 8 C. Y. DUMPSTER -B"(H) RL LAYOUT � - � (2 P UMPS7ERWPAD)6 NOTE.• BROOM FINISH 61,x6" W21xW2.1 WELDED L2" WIRE REINFORCEMENT T 7" CLASS A3 CONIC. 7" 21A STONE �COMPAC7ED SUBBASE DETAIL CONCRETE DUMPSTER PAD N07E : CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS 2 D, 13' - 0" ti DD lx6x6 TREAT?D BOARDS Ile I -BOLTED TO IRON FRAME STEEL BOLLARD TER(ET1P.) I (SE X DETAIL THIS o SHEET) 2x2x3ll6.^ CANE BOOT ANGLE IRON FRAME DETAIL - DUMPSTER GATE DETAIL - DUMPSTER AREA NOT TO SCALE % SCOTT/R. CI?LLINS'ZI ti Lic. No. 035791 pQ� 8/24/204 ;L'IOATAT. Fz- z LU O z E U O Nn (n z Ln g Zz Ln W F W z ('n w O N z Q /\ w O _J J Q Rn z `� Z O 7 W ce 0 CD N N o v .-H N r 0 z M zJ � I..L CN t W J W N Q CD z H� LL WN L\I W � J Z J w _J I --I >cn (/) J W V LI LU Z 0� 06 ®�, Lu '- W u Q O 2 U ul LA LA f ��I// LL W�y'� Z� � W � W W m I- z `` w W 11J~ uj .j Q V� / /1 Ci uN 0 F U W w JOB NO.N 192036 SCALE AS SHOWN SHEET NO. 7 1'm OEM r COIRRES&M . S/e MAE WE oommo OR APPROVED EQUAL 0 mom Mo sMGTED nrnmu DUAL SERVICE T3 S NG E cR1:rICE J SE RML X USED ON pvc PpE ___ FOR USE ON ATTADIM SNRE FANCY R ESIOONAL sOMD'S OR DUAL RFDOENDAL AND IRRIOAIM SM140 . r •• PRESSOR . 31r MALE PRE 0009M, 1PPRDVW FOWL FOR UK ON DETA00 SIMaE FAMILY RROBIIIAL SFROM WHERE AN INNUION VETO 19 NOT MWOEA GLT "pN W GRADE `—cOloOlUDw srop / : �.• ` ' •.�1 �s"'s"itC NECESSARY , . SAND aR DUST IRmE . y n .RJE 4' MAVWl , OIAM N'S ,Y IE, om iwmus) 11D1 �w�; ..... LOMo STONE PO 57 A iRG • •pEe mi Na sa AOERDw1E TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A IU-10 COVER LIFT NOTCH 14 1/2" , 12 1J2" 2 3/8" WATER CAST IRON LID 18" METER BOX ryry11�'' � M,�ry 1 / ti 6" EXTENSION 6° PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE 15 REQUIRED IN THE LID FOR TOUCH READ METERS. n _ ,—N 4 F f�Sa m � - 37 7/2' EM [13gawnj ODU r eiFCIA [i1�r4m 4E 87M DR� [7„EnmmFl) (4e7m mn3 I �.� 2V GIA Cw61"�) 313 7}16 CY4 _ I M' VIA i,Ek11mI ±�- DLa I a ae" [?iamm] �660niI is EA=_SECTION ,31d" [2Ornm] �ROi FLP&D f,sR m1 l L_�_ e 1/�- ~i i T JH" ry) 0 22' "� I84rnml [97mEn] [5mN] 1 a" ISZMmj 4 [17FnMj [3wM] 9/1e O.D, Ew GKT moon [Tam TYPICAL METER BOXES (5/8m'-1" METERS) NTS FIG. W-7 TD-13 1 t1r (38MMI w ERYI7 mb 6E071ON VIEW 1/4' (*nm)j DA NEDID EM G+SKEF rt� DEVIL (2) 9fYhR 1}/8 X 3jB X , 1/J y- [SQ QM _i B00° III R KAHM OWf GmE"D45 'iY Pr, SIRE ISMM I I 1 5,i$ (?% ALT REX 516-I IX3 1/2 SS 24 D III- Tom" [41F9murF, PAiRF =51'1w VLAN 11€RU ' 1{°' ( rrA) DNA BUSS (g'nm [73Fn.r -63 D1A. STAINED STm ROG I2y W" wa ID I-M Do SS PARf� 0UA6131 b PICKPSIA A LO:LIG HOLE DETAIL L�y� NOTIC& ) MIAf NI( .ry�lT IAI RICH 1. ALL MANHOLES 11A71NN iCG YEAk ET,OOpPWN DR LDCAltM IN ORL45 SL9JEGl 7G MADOOP G SHALL HAVt 1EAIWNGHT FRAME & flErtr PART , 2, ALTERNATIVE DERGH FOR M'ATETCllWT WILL 9E COMS :ED, (:} Ndl NX JYW s/'9-71 7J1 3. 4pVM S4ALL OE FrXED TD FRA,ARES M71ai 44tiNNG LIJG*� OR 20M U'AR ASSEMBLY. �PAM# OODar2m y 1I�w ami€€ ,ir I AIs'I�'JAl`ERTI}-17 MANHOLE FRAME & COWER LOCK LUG ASSEMER-Y N.T,S FIG S4-6 ID-32 FRAME & COVER (SEE FIG. S-1—D,E) SLOPED AREA --l' STREET SURFACE OR NON —PAVED AREA V-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED ' CONCRETE SECTIONS 12" MIN "0" RING SEALS • 1T X MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRU 1 FILLET3/4 VARIESCHANNEL TO BE DIAMETER UtCONTRIBUTINGSEYIER. i2" A FILLETED INVERT ORA STRANSITION OF FLOW BETWEEINLET & OUTLET PIPE SHALLPROVIDED.IN. S.BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3, ALL JOINTS. LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FlC. S.—I—A TD-25 FRAME At COVER SEE FlG, S-1-D, E STREET SURFACE OR ON -PAVED AREA SLOPED AREA 2'_p• RUBBER COATED STEEL STEPS 1'-0" MAX . CAST IN PLACE PRECAST REINFORCED CONCRETE ' SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL S-0" MIN .� THE DROP CONNECTION SHALL BE e DUCTILE IRON PIPE (CLASS 50) 5" DACKFILLED IN 6" LAYERS AN6 COMPACTED BY HAND TAMPERS OR 12• IAIN BACKFlLLED WITH SELF -COMPACTING _ 16" MAX STONE- 5' A b. MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIE - ? OUTLET SHALL 13E 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET k OULET PIPE SMALL BE 3/4 DIA DF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING MATH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REOUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SENIERS WTH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FlC. S-1-C TO-28 H z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN 2" BRANCH FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL 1— BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1—B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WIHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2'X (1/4" PER FOOT ) �Q 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF SERVICE LATERAL MAIN LINEflN SECTION WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1` 4-;;� j 1-- u , O _ o ^ E �F E $ ul O O Lt I j TYPICAL MANHOLE FRAME & COVER_ N.MS FIG S+D TO.31 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24' Its INTIAL BACKFILL• 8"MIN (6" LIFTS) EMBEDMENT • THOROUGHLY COMPACTED SPRING LINE ,r BY HAND OR APPROVED OF PIPE (Ui MECHANICAL TAMPER HAUNCHING NO. 68 STONE _ BEDDING 6" max 4" min OUNDATION (SHALL BE REQUIRED WHEN SOIL COND171ONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 SCOTT/R. Ci?LLINSZ Lic. No. 035791,a P 8/24/20�� o1s10NAL E��l H Lu 0 0 Z E U o on a E=n z z 0 3 0 ZU) mn w 0 w C Z In U) � o 0 �..� z a LL v, U) < N N` z o / z �Lu W n 0 0 o v rl00 0 z Z 6, N W w CD Q o z I� IL wN N w Q J z J J LL r-I I-1 Ln W W W L 06 z� O J w Q cj�I— Wu Q° = z U ul LLI i zLu u L � W LJ 12 J Lu W w � J ® Q Lr) CD u O CD N o a W Lf) JOB NO. 192036 SCALE N/A SHEET NO. 7A 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. V �_ 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, M W m- BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY W - 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 3.38 FENCING AND I DRIP DINE SNOW FENCE �1 BOARD FENCE ORING CORRECTCORD FENCE FII OF --Tg-•N CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE W Ip� - - v T T ---0 Wes_/w 1 u I I � � a I � I SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 6' GRASS FPLANTING/UTILITY STRIP PROPOSED LANDSCAPING AND STREET TREES w W- PROPOSED VDOT -W W R/W W W- kB 10 IC aT- -ar NIL AB 30' MAX. BUILDING SETBACK PY 2 AB 4 MV`« 3 IV 1 ASL Q -- � - - 4 AB 3 ' 30 C I H < 1 AR = PROPOSED EXISTING BANK �� i UMPSTER WITH r BUILDING AND€NG6(JSU - - - - DRIVE-THRU i 2 PA T TMP 61-134 I--I-�-�.�� • . � � CAVALIER COUNTRY BANK - DB 527 PG 43 I I � IV DB 327 PG 228 (PLAT) 6 A�� DB 468 PG 456 (PLAT) L THE PROPOSED E D OF THE EXISTING RETAINING WALL SH LL HAVE A CLEAN FINISH WITH MATERIALS ATCHING THE EXISTIN ILL. EXISTING TREES TO REMAIN Source: Va. DSWC Plate 3.38-2 County of Albemarle Conservation plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. TIn, I. Iliew In [tunas shall he s how a on the plan: Ell Toee,,tlbe,ssudl; III Limits of clearing (outside dripline of hoes to be saved); 117 Location and type of protective fanang; 0 Grade changes requiring tine wells or walls; 0 Proposed trenching ortunnding bevond the linds, of clearing. 2. Maritimes: ZI All [roes to be saved soul be marked with print erribbon at a height clearly visible to equipment operators. iL1 No grading shall begin rail the tree making has been inspected and approved by a County Inspector. 3. Pre-Constructlon Conference: Tree preservation and protection measures shall be reviewed with the codre ter an site. 4. Encasement Operation and Sloraee: LI Heavy equipment, ealidin trade and storage of construction matadalsincluding soil shag not be pernuttad within the driphi . of trees to be saved. 5. Soil Erosion and Stormwnter Detention Devices: ® Such devices shall not adversely affect lives to be saved. 6. Firer. k1 Fvcs ere not permitted wi dun 160 feet ofthe dripline of tows to be saved 7. Tosk, Materials: III Tusk materials shall not be stored will& 100 feet of the dripline of trus to be saved. _ ---- _ 8. Protective Fendne: ZI Trees to be retained within 40 feet of a proposedbir lding orgrading activity shall be protected by fencing. Z1 Fmcing sbaB be in place and shall be inspected and approved by a Comay lmpaetorpdgm grading or mns et., 9. Tree Wells: ® When the ground level must be miced within the ddphine of tweto be saved, a tree well shall be provided and a construction detail -^ submitted for npprbvel. - 10. Tree Walls: _- 91 When the ground level most be lowered within the dripline a use to be saved, a tree wall shall be provided; and a construction detail submitted for approval. i 11. Treschine sad Tunneler: 1 U When muchig is required within the limits of clearing, it shall be done as far away from the franks of trees sat possible. Tunneling 1 under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feedor roots. 12. Clete W Protective fencing shall be the last thins removed during the final cleanup. I 13. Damaeed Trees: \ Damn@ trees shall be treated immediately by pinning, fertilization or otharmethods recommended by a tree specialist. NOTE: 1T IS E DEVELOPER'S RESPONS161LTIV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ' REQUIREMENTS. 8/24/2020 OW N EK SI4rvAIU1iE (DAI L) CONTRACT PURCIIASER SIGNATURE (DATE) 511/06 Page I of I _� - � � � .' '7r � nine -�•-tnrarao±a>t•• �.p�arm�� - _ _ y w, V IN - 3 3 - V41 MG PROPOSED RETAINING WALL p SEE SHEETS 5 & 7 FOR DETAILS l ` PROPOSED 3 PA MANUFACTURER: EAGLE BAY, DIAMOND PRO TREE SEGMENTED RETAINING WALL SYSTEM PROPOSED LIMITS PROTECTION COLOR: JAMES RIVER OF CLEARING FENCING (EXISTING TMP 61-134A TREELINETO N/F ALBEMARLE BANK AND TRUST COMPANY REMAIN) 0.908 ACRES (39,547 SF) DB 646 PG 508 EXISTING TREE CANOPY AREA TO REMAIN 16,800 SF EXISTING CHAINLINK FENCE ALONG PROPERTY LINE EXISTING TREES f TO REMAIN TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 LANDSCAPING PLANT SCHEDULE TH OFF f SCOTT R. LINSH SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) QUANTITY COVERAGE (so TREES QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 6 2,826 PA PLATAN US ACERI FLORA LONDONPLANETREE 31/2"cal. 422 4 1,688 L) Lic. No. 035791;� ASL ACER SACCHARUM'LEGACY' LEGACY SUGAR MAPLE 21/2" cal. 195 1 195 106 8/24/204 AR ACER RUBRUM RED MAPLE 21/2" cal. 452 2 904 �f� 1 SSIONAL .Ec UNDERSTORY TREES PY 1PRUNUSYEDOENSIS IYOSHINO CHERRY G-7' ht. 1 99 1 7 693 EVERGREEN TREES MG MAGNOLIA G RANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-B' HT, 1 82 1 14 1 148 MV JV MAGNOLIA VIRGINIANA JUNIPERUS VIRGINIANA SWEET BAG MAGNOLIA EASTERN RED CEDAR 6' HT. 60 4 240 4'-5' HT. 62 4 248 IN ILEX x'NELUE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 17 748 SHRUBS AB ABELIA GRAN DI FLORA GLOSSY ABELIA 24" ht. min 14 38 532LU In z IV ITEA VI RGI N IA'HEN RY'S GARN ET' HEN RY'S GARN ET SWEETSPIRE 24" ht. min 64 36 2,304 CS CORNUSSERICEA RED TWIG DOGWOOD 24" ht. min 72 36 2,592 0 z IC ILEX CORN UTA CHINESE HOLLY 24" ht. min 14 39 546 �/� 0In a G) o m Z g LIDU) � In In EXISTING VEGETATION Existing trees onsite 16,800 TOTAL CANOPY 31,464 O z In J N z TMP 61-129 > LL 0 N/F J.C. PENNEY PROPERTIES, \ TREES UP TO 4" CAL. SHALL BE STAKED Q ~ In 0 WITH 2-2'.2" HARDWOOD STAKES. \ DB 1908 PG 726 �I / TREES OF 4" CAL. OR LARGER SHALL BE / .z. In DB 4355 PG 625 ss ,. GUYED WITH 3 EQUALLY SPACED, TWISTED, W > LU 10) 1 PI I I O O _EXISTING OFFSITE CHAINLINK FENCE; ALONG PROPERTY LINE N EXISTING TREES TO REMAIN �r. 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 CD CD MULCH SAUCER o AMENDED SOIL MIX ^ all CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH u Ti"111-� COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale _j M W I I i-, _ M DOUBLE STRAND q12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES ('V 0! 2 1,2' HARDWOOD STAKE CUT &REMOVE BURLAP FROM TOP �- J 1/3 OF BALL AS SHOWN 1 Q SCARIFY SUBSOIL TO 4" MIN. DEPTH W MULCH SAUCER C'V Z i FINISHED GRADE 0CIA ~� TREES UP TO 4" CAL. SHALL BE STAKED. CV TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACEDLU TWISTED, #12 GAUGE WIRE WITH HOSE 1 3 OF TR AND TURNBUCKLES. LOOP HOSE J AROUND TRUNK ABOVE BRANCHES IIII IIII 1(-� -- AS SHOWN, FLAG WIRES WITH '- II- W 7 Z IIII COURVEY TAPE. REFER TO SPECS ✓ -ll FOR ADDITIONAL INFORMATION. �l �� T1 III-III-_-III-III 11 �1 AMENDED SOIL MIX IIII COMPACTED SUBGRADE C W LLJ Tree Planting and Staking Detail 0 H Z F-4 a< Not To Scale O z Q O U NOTES. 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE 0. (1)AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL U Q BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE W SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S Z ASSOCIA RON THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE = Q VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, / � J OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT �.J OF TRANSPORTATION. - 2. ALL SITE PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, Ul AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT W w J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE P4 TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2, AND 7e ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS LANDSCAPING CALCULATIONS: J z TOTAL PROJECT AREA 0.908 AC).- 39 552 SF CANOPY REQUIRED 70Z: 3,955 SF Q PROPOSED NEW TREE CANOPY: 14,664 SF w EXIS77NG TREE CANOPY TO REMAIN 16 800 SF w UN-SITEIWAL A 31,464 SF O O J STREET TREES: TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 160 LF N ® TOTAL STREET TREES REQUIRED (1 TREE PER 40) = 4 TREES TOTAL STREET TREES PROVIDED = 4 TREES INTERIOR PARKING CALCULATIONS: TOTAL NEW PARKING AREAS AND TRAVEL WAYS = 5,100 SF TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 255 SF TOTAL INTERIOR LANDSCAPING PROVIDED = 844 SF LU w TOTAL NUMBER OF PARKING SPACES = 10 SPACES a w u=i TOTAL INTERIOR LANDSCAPING REQUIRED (1 77?EE PER 10 SPACES) = 1 TREE JOB NO. TOTAL INTERIOR LANDSCAPING PROVIDED = 2 TREES 192036 GRAPHIC SCALE SCALE 20 0 10 20 40 1"=20t ( IN FEET) SHEET NO. 1 inch = 20 ft. 8 rTA I•Ir Anrl l 1,'1 ITln I/ r1rTA11 Type No. SiteLyter Series Catalog No. Direct Pole -Mounted Luminaire Job. Name Horizontal Lamp APPLICATIONS • Parking Lots, Roadways, Walkways, Contro l Veils, Tennis Coons, Auto Lots am other o Wtle°renN@nnlBrts. Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description S ® > 1 SITELYTER SERIES POLE LIGHT 20' 3000 1.000 SL-H-40-3-PMA-DM-8 WS1 -0> 2 DSXW1 LED WALLPACK 15' 3000 1.000 WF23-9L-3K-UV WS2 E> 3 DSXW1 LED WALLPACK 15' 3000 1.000 WF23-18L-3K-UV CONSTRUCTION Fpm Bit hShopped d .torah m h°D6"° S E M I N O L E TRAIL - ROUTE 2 9 NOTES: • Fxlludedeseq gaddoornanor Tempered and geakated glees lam 1. EACH OUTDOOR LUMINAIRE SHALL EMIT 3,000 LUMENS OR LESS AND SHALL BE A FULL CUTOFF LUMINAIRE AND BE ARRANGED OR SHIELDED TO WS Hinged ions door ,y REFLECT LIGHTAWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES OPTICSV' VAR. WIDTH PUBLIC RIGHT-OF-WAY ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. j • z,3,4e Flaldmdep56el tray Cha@_ (HIGHWAY PLAT BOOK 1 PAGE 227) eol ol IE IESTypes re 2. ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. tip apenmaamp 250w must 3, ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. • Al lamps above 250w moat be ROJ type ELECTRICAL 4. LAMP TYPE SHALL BE LED WARM WHITE LIGHTTO CREATE UNIFIED LIGHTING ACROSS THE SITE. • Hivhpowarieetorbellaet IT s, S. FIXTURES SHALL BE BLACK IN COLOR. • Tley+nounled patent wuh integral heal sink. 1o°2sawomy FOOTCANDLES • 4W pulse-rudd Pmodri socket 12: ,- s /" • All metal he toe Natures are cited star j MOUNTING i • Dlrecteumearroum • 9"arm W b direct surlece morn (optiond) • Poet top for8" or 4" round or d' o r 5" square Dole (optional). • Adxleble arm adapter lot square pales (oplionab 9-�Id • 2" tenon adimstolle Slower(opllonal). � - F WARRANTY/LISTINGS • UL 15961i8.edlorastacellors PROPOSED VDOT • Published are yearllmiled womanly 9" r net included See aoungng ecceattlee _ R/W 9" or om requlnedtor at mounting N 90° -' creating Guide Example: SLH402PfulADM-S SL ❑H 40 ❑2 PMA OM ❑ - ❑II `� SL=SiloLjNr NHO Asl Lamp 32 32](BT281 2EnSIP PMA Note Styr OM-Dirist Maone 112W j 35-353(8T231 BTualll 2208V A 40 400 (BT28P 4 Type M 3-240V 45=45]IBT371 5-iylieV 54tulr v d -,c I> s •� n o p v v BT371 4-277V 75=758 f�' v �;'o- A. e A.120V 277V o. 5 25=250 (E18) L%-HlOb PreeWte 3otlum -' + �f + a 40=400(E18) _ o 010c 0 nor 0.1 0.1 0.1 0.2 0.2 ' 0.2 0.1 0.1 p o 0 '2Ww40INi alalabl¢InfO-adw hosina456758NaYdmle In l2"@nhwslre ° 3: > p c v v ' RegUrmGdreavearpsreualaTp: - a - ` -'�` 9 ' TPP II mmbubpn ongava lamin4WNa91lid N001IGllm _ `� p c- o n ' - - - - - - - - - - - - - �� 'Hp@9IRI Uelplmnalb0ues {abul�sMFN Goss lsm.�tl � I '.. � v c p o e o v� o u '�9 2345 VS.mI Road ois t29 - PO. Bv o v Union NJ 07083 O 800-334-2212 - + - ` + + + + www eKoellne.bpm EXCE:Lne S a Philips group trend EvilInbrmelion le aulteet 10 Mange v4lhouf nolCe PHILIPS I , 0.0 -`- 0-? 0..2 0.1 0.0 0.0 0.0 0.0 11110 l D Wall FormseWF23 4' Wall FormSaWF23 + + + + + - + + - +_ _ - + _ - +- _ - + yet /� Shallow Cutoff Face Surface Mount, Round Shallow Cutoff Face Surface Mount, Round 0.0 ., 07. -0. Z_ (Y3 0.6 0.8 1.5 .:3 0.7 0.2 0.1 0.0 0.0 .0 0.0 lam LIGHT114G revision 5/21/14 • kl_wf23 speopdf ldM LIGHTING revision 5n1/14 • kl_wn3_spcdPdf \ ov Type: W82 Approvals: Type: \ Job; BUFFALO WILD WINGS Job: Page: 2 of 2 0 Catalog number: WF23181.31cUV-1i \ WF23 / 1OL3KUV / BE / Flom• 5,37zlMM. F.-I. x�nn \ 1 pit _ Standard Features \ 0.1 0.2 0.3 4 1.2 2 4. 0.8 0.3 0.1 0.0 0.0 0 0 Date: - - - - - - --- -- - - - - _ Page: 1 of 2 WS2 Specifications Surtaw Mature:Die<asq low copper EdO.6% Cu)aluminum alloy with Fixture, Cat NoWF23 J- double side walk. Zinc plated steel mounting plate supplied for mounting box.WS1 _ _ _ +_ _ w standard 3"or -cast low cop Electrical Li Module Cat. Nos, for Electrical Modules available: 'f • O O 0 Feed Plate: Die-cast low cocoa (A.6% Cu) aluminum alloy with LED =Light Emitting Dlodes v - - verical and horizontal double ribs covering he full hemisphere. Ribs LED 0.1 0� - � a FT/+� 10'h' are minimum 7e• depth and head thickness. Secures to housing with four ❑gL2KUV' C 18L2KUV' stainless steel socket socket head screws. Shallow Cutoff Face: Solid upper half crowding 3s/a'from housing ❑8L3KW' C 78L3KUV' la and upncave lower haB. 17191P4KW' C 181_4KUV' Lens: Flattemperedglass,l/s'minimumthickness with internal sandblast. ❑WKOV' C18L5KW' Retained in face plate and sealed with a or epiece silicone gasket. Lam LED Jbox in wall by others Shallow Cutoff Face Surface Mount I WF23 with LED (q Light distribution Shallow Cutoff Face N� BRL U.S. PATENTS: D385.D54. D381 453. D378.611 J 1` N V (l % L` L I V 1 I 1 I 1 V V V L 1( I L. 0.5 FOOTCANDLES 020110101 DGHTING • 16566 EAST GALE AVENUE CRY GF ;,W. Type: war Job: BUFFALO WILD WINGS Catalog number: WF2391-31(w-111. WF23 / 9LDK el / BL / Flare tenthozl Modal. MUS open, I Se,W2 Specifications 1ov.` Q9 Jbox in wall by ofhana Shallow Cutoff Face Surface Mount 0 WF23 with LED Light distribution Shallow Cutoff Face MU9BCLL V.S. PATENTS: D385A5<, D381.45&, D378i LED Optical System: A total of 9 LED emitters configured in a rectangular array comprised together as a macula. One (1) module for 9 LED version and two (2) modules for 18 LED version. Available in 580nm, 300014200K and 5100K. LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to 277V with a,t10%tolerance. -40'F starting temperature. All drivers are Underwriters laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal Elaborate QGIC) polyester powdercoat finish. Standard colors include (BU Black, (I Dark Bronze, (NM) White, (PS) Platinum Silver, ISIS) Stealth Gray, ILG) Light Gray, and (CC) Custom Color (Include RAL4j. Finishing hems: Electrical modules and face plates. Each set of finishing items shall be in one container, dearly marked with the fixture catalog number. CAUTION: I mure, most 6e grounded in accordance with national, state, and/or local elecricar codes. Failure to do to may result in serious personal injury. THESE FIXTURES ARE AIMED IN THE DOWN POSITION Ustin send Ratio a I to ILL Standard 8750 IPfi6 Ratai CE 25C Ambient 'Suitable for wet locations KIM LIGHTING RESERVES THE Hil TO CHANGE SPECIFICATIONS WIWOl1T NPICE. Wall FormswWF23 Shallow Cutoff Face Surface Mount, Round revision 3C 1/14 • kl_wf23_spec.pdf Approvals: I Date: Page: 1 of 2 Surface Mourn: Did -cast, low copper .(<0.6 % Con aluminum alloy with double sidewalls. Zinc plated smell mounting plane supplied for mourning To standard Ych 4" junction box. Face Plate: Die-cast, low capper Ed0.6% Cu) aluminum alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs am minimum '/e depth and a/te'thickress. Secures to housing with four stainless steel captive socket head screws. Shallow Cutoff Face: Solid upper half protruding 33/a'from housing and upheave lower half. Lane: Flat tempered glass, 3A6'minimumthickness 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, 300014200K and 5100K LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to 277V with a m10% tolerance. AGPF starting temperature. All drivers are underwriters laboratories recognized. Finish: Each luminaire receives a fade and abrasion resistant, ale dvos[anically applied, thermally cured, biglycidal isocyanurate (TGIC) polyena powdacuat finish. Standard colors include (BL) Black, (W Dark 8ronre, (Wit) White, (PSI Platinum Silver, (SGI Stealth Gray, (LGI Light Gray, and (CC) Custom Color (Include RALk). Finishhlq Items: Electrical modules and face plates.. Each set of finishing Items shall be in one container, clearly marled with the fixture catalog number. CAUTION: Features must be rounded in accordance with national, state, and/or local electrical maids. Failure to do so may result in serous personal injury. THESE FIXTURES ARE AIMED IN THE DOWN POSITION, tatl a and Ratio a ETL'to UL Standard 8750 IP66 Rated CF. 25CAmbient 'Suitable for wet Ixanons KIM LIGHTING RESERVES THE mail TO CHANGE SFECIFICA"IONS WnH0UTN0"ICE. IOSTRY,CA9179-IM •TEL626966S715 P ---%eket N/A I N/A 'For LED, 9L= 9LED Emitters; 18L = 18 LED Emitters; 2K = 580nm color tamppeemwm; 3K = 3000K mlrn temperature: 4K = 4200K color temperature; SK= 5100K colortemperatum, UV = Universal Vohage from 120 to 277V with a x 10%tolerance. Finish Cda: Blade Dadkenx3s Ltht Gray St®Itll Gay Platinum Siva White Gstorn Cdon' TGIC powder mat Cat. No.: �_BL ❑DB CLG ❑BG ❑PS '_WH JCC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consuhrepresentative. Cunomoolordescripbon: Optional Features Fuaing Single Fusingier 120V, and 277V primary. Cat. No. ❑SF ❑ No Option O M14 KIM LIGMING - IMM EAST GALEAVENUE, CRY OF INDMTPY. CA 91T95-17M -Ti: 62698&5Ce6-FA%89F5139-5716 1401 Wall Forms,.WF23 Shallow Cutoff Face Surface Mount, Round l4M LIGHTING revision 521/14 • kl wf23 spec.pdf Type: Job: Page: 2 of 2 [P Standard Features Fixture, I Cat. No. WF23 Electrical Module Cat. Nos, for Electrical Modules available; LED = Light Emitting Dicdg LED 7191-21QUV' El18L2KUV1 COS* ❑ 18L3KW' ❑SL4KUV' ❑l8L.4KUW ❑8L5KUV' 019LSKUV' Lamp LED LED -Socket N/A WA 'For LED, 9L = 9LED Emitters; 18L = 18 LED Emitters; 21K= 580nm color temperature; 3K = 3000K color temperature: 4K = 420OK mlortenperatum; SK = 510OK color temperatum UV = Universal Vottage trom l20 to 277Vwdh a x 10"/ lolemnkr: Finish Call Black Dark Bronze Light Cray Stealth Cray Platilurn%ver While CrstanGnso? TGIC powder coal Cat, Ni -'. BL C DB C LG ❑ SG CPS - 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. -1SF 1 sal No Option 412014KIMLIGHTING•16 FASTGALEAVENUE,CUYOFINDMTRY.CA91745.17M-TEL: MaSeStal:(sesell 0 0.2 0.3 0.4 1.3 y \ + + + + + + \ 1 0.2 0.3 0. 1_.7_ S 1 \ ° o + + + + .0 .1 0.2 0.3 4 1. WS2 9 + + + + \ �'' (II + 0.1 0.2 0.3 0.4-- 0- + + - + + 0. .3I0.7 1.1 0.9 1.0 1.2 � .2 .7 2.9 4.2 5.1 4.4 3.5 + k 0.1 0.34.4 7.8 8.5 7.7 4. + + + AS + + 0.0 0.1 0.2 /`11 9.3 5. PROPOSED BUILDING ENVELOPE - PHASE I 0.10 ACRES WS2 + 1 01 3.1 0.7 .3 v vn + n + ' '+�' o v + + + . 0.6 0.3 v o n s I + w + v 0.9 0.4 0. 4 0.4 .3 0.2 + G + + + + + + 8 0.3 0.2 0.2 .2 0.1 0.1 + + + + + + + 0.3 0.2 .1 0.1 0.0 + + + + + + + + + 0400000- + + + + +� 0.0 0.1 0.2 U. U.0 Li 0.2 0.1 0.1 0.0 0.0 .0 II + + + + + + + + + + + + + + + + 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 + + + + + + + + + + + + + + + + .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 1 Ll� + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 - C C H 2 2 1 FO TC NDLES FOOTCANDLES \-� FOOTCANDLES P/L UJ > O U � J I li Li Q T ao z3: Lu _O 2 �p V)a l.L_ I \\� / GRAPjHIC SCALE IN EET ) cth f 10 ft. f ;COTT R. LIWS F-i Lic. No. 035791 a 8/24/20 w4 o"NiZIONAL E��1 z 0 J Co F- Z W f G � L/1 Z LA u Z g U U) Z El L" W LEE Z wEr)� Z rr l O J � Issal Ln . Z_ Q W LI_ i- H � J Q Z En >Z Z LV w Ice N P4 CD d\ N � 00 n W L z /r T--1 M _ M `W 1 N Ll v ) I ,., J W N z WN N > J ZJ w J > LU U r Z o a O z U W Q" J � = U � Ul ZW//W/'� F•�•I W W{.0 � LU o JJ O CIA L U W a In JOB NO. 192036 SCALE 111 = 10' SHEET NO. 9