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HomeMy WebLinkAboutSDP202000054 Plan - Submittal (First) Final Site Plan and Comps. 2020-07-14GENERAL NOTES OWNER: 06100-00-00-134A0 ALBEMARLE BANK & TRUST % BB&T PROPERTY TAX COMPLIANCE PO BOX 167 WINSTON-SALEM, NC 27102 APPLICANT SOUTHEASTERN RETAIL DEVELOPMENT, LLC 2050 CIRCLE HWY. 30A WEST BLDG. M-1 UNIT 231 SANTA ROSA BEACH, FL 32459 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT- MR. SCOTT COLLINS, P.E. scot t@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 & 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 DEDICA TION 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. DA TUM NAD 83 DA TUM ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. EXISTING VEGETATION THE SI TE 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. WA TERSHED THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE /S NOT LOCH TED WI THIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED, I T IS LOCH TED DOWNSLOPE 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. SI TE ACCESS: THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE TRAIL. A PARKING AND ACCESS EASEMENT WILL BE RECORDED ACROSS THE RESIDUE PARCEL 7`MP61-134A FOR THE BENEFIT OF THE NEW PARCEL CREATED WITH A SUBDIVISION PLAT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN, SEE GRADING SHEET 5. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT. NOTE: RETAINING WALLS ABOVE 3 FT WILL REQUIRE A BUILDING PERMIT AND RETAINING WALLS ABOVE 4 FT WILL REQUIRE STAMPED ENGINEERING PLANS. LIGHTING: THE PROPOSED LIGHTING PLAN HAS BEEN INCLUDED, SEE SHEET 9. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 8. STREET TREES HAVE BEEN PROVIDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40' O.C. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. DUMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS. UTILITIES: PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE PROPERTY FOR CONNECTIONS TO THE PUBLIC UTILITIES. STORMWATER MANAGEMENT FACILITY- STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN UNDERGROUND DETENTION FACILITY AND A DETENTION BASIN FOR WATER QUANTITY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. ESTIMA TED EMPL 0 YEES: I T IS AN TICIPA TED THA T APPROXIMA TEL Y 2 EMPL 0 YEES 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 // 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 BURIAL SITE: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. IMPERVIOUS AREAS: 8,900 SF (0.20 AC) TOTAL PA VED PARKING AND CIRCULA TION AREA: 5,100 SF FIRE FLOW.• AN EXISTING FIRE HYDRANT IS LOCATED ON THE ADJACENT PROPERTY, AS SHOWN AND LABELED ON SHEET 4. THIS FIRE HYDRANT WILL PROVIDE FIRE PROTECTION FOR THE PROPOSED BUILDING. SLEEP NUMBER - CHARLOTTESVILLE 0 0 u TMP 61-134 N/F CAVALIER COUNTRY BANK ZONING - COMMERCIAL OFFICE USE - BANK DB 527 PG 43 DB 327 PG 228 (PLAT) DBE 8 PG 456 (PLAT) FINAL SITE PLAN I �' SITE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 950'+/- TO BRANCHLANDS BLVD TMP 61 -1 29 N/F J.C. PENNEY PROPERTIES, INC ZONING - PUD USE - 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. SEMIN®LE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK I PAGE 227) TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES ZONING - PDSC 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. El El TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC ZONING - PUD USE - SHOPPING CENTEF DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) / v 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 8 LANDSCAPING PLAN 9 LIGHTING PLAN 0 LEGEND F•.A/A 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 PLANNEPUZ NING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RE SI_TE ALBEMARLE COUNTY SERVICE AUTHORITY IR INIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT R. LNNS U Lic. No. 035791 7/10/20 �� o��sSIONAL oclG � J Q z � O CO I-_ U) Cl- z Z U g LU O Z H LU z U)O J H > z w a z 0 N C 0 _UJ Z w� W z Uj 1 rH� V J J z_ LL LU I H� Uj V J l.. j O Q J U LL U �1 LL �.Uj W z LU Uj r� V J H- LU w � I _ a JOB NO. 192036 SCALE AS SHOWN SHEET NO. 1 / / / STRM MH / TOP=464.63 / INV IN (24")=458.43 INV IN (18")=458.33 / INV OUT=458.23 _ /0 / 13 0�H / \ I / I / eROUTE � \ / SCOTT R. LLINS'� S I�/ OL IIE T AiL OUT I]E 2 � � I / v � VAR. WIDTH PUBLIC RIGHT-OF-WAY Lic. No. 035791 I �� 7/10/20 �4 (HIGHWAY PEAT/BOOK I PAGE 227) I I / l STRM MH ,l I � � C I STRM MHI I / oNAL / 13.34 L.F. 18 RCP @ / \ TOP=476.76 / TOP 466.85 8.77%� PORTION OF EXISTING EX 1 (ST�M DI) O INV IN=4I70.21 / / NV IN (18 x2)=460.75 � STRM MH SIDEWALK TO BE TOP471.�9 A / INV OUT470.26 / INV IN (24")=460.70 I Q) TOP=469.64 REMOVED INV IN=466._ / NV OUT=460.65 STRM DI ` \�� INV IN=464.09 ��O+/ TO, INV OUT=466.0�- \ TOP466.42� \ IN�OUT=464.09 B RAN C H LANDS B LVD \ W W / 5 INV OUT461 . \ �^ \ W W / / @ 2.39% \ o sT RCP - 164.32 L.F. 2 T _ c�� I p- n I ST 118.05 L.F. 24"RCP @ 2.87� IRS - N 35'00'00" E 125.56 - _ - -� �Tj _- \ N r o �2.2�CF. 18 " RCP @ ��_ - _ _ _ / - - ° 9.21 / - - - - - a \ STF M DI / � V) o / IF @ / TOP-478.75 z o I \\\� �' IN IN=472.2 w W - � � � � I� 7 17 L.F. 24" RCP � � EXISTING SIDEWALK TO \l / o o 0 / -- EX. OT R W �V @ 2.58�1T=472.1 0 o Lu (� / BE REMOVEDVA VA \\ U) - - - TW-74.5 - �� �\ ��\ \� \\ / T W--6 1 - 1 29 / J O o Q / STRM DI STRM GRATE EXISTING WATERLINE \ \ / -N F J.C. PENNEY SOf- --4-66 1 3 _ / EP- 70. - INV OUT 460.38 TOP 46 86 z 1I \\� � � PROPERTIES,�C � /� \ / Vi � a IN�G �T463.59 ZONING------- PUD 8 / H / / � � _ � ( J I V / UDB 1 908 PG SHOPPING 726CENTER / \ / > z EXISTING FIRE HYDRANT 18.y58 L.F. 18" EP�71.2 BLOCK - - \ / W P @ 15.29%/ / WALL \ DB 435-5- P-6 -E25 EXISTING CURB AND / - - / A\ \\ �(D-ESCRIPTION IN - / T \ \ Ln / DEED OF TRUST) / GUTTER TO BE REMOVED -��� / _ - � \ o / / / I EXISTING BLOCK WALL _ / EX. P/L \ / EP-71.7 TO BE REMOVED0 z__ / T -7 O / ' ---� / / o / 7 - / - / / ] U O _ �486-- /0 co TMP 61 -1 3 4 // `1- 0 L9 SYMBOL LEGEND N/F CAVALIER COUNTRY BANK /� z MANAGED SLOPES _ / �\ _ - - - - IRS IRON ROD SET / / _ _ / / T SIGN ! ZONING - COMMERCIAL OFFICE __ ___ - w /// Z cal uTILl1�LE / USE BANK �� -"HT POLE I U� W GUY WIRE / DB 527 PG 43 ��� ��� - -� - �j���� I ® / O STORM MH DE 327 PG 228 (PLAT) OP / - / EV ELECTRIC VAULT DE 468 PG 456 (PLAT) � RCP REINFORCED CONCRETE PIPE _ i cc&G CONCRETE CURB & GUTTER Q FENCE AF OVERHEAD ELECTRIC UTILITY . - \\\� � WATERLINE W . MANAGED. -SLOPES .------- ONN) O+ ------ Zfl-Nu NG=PDSC L�L� O 496 NOTES: ---- ---- ---- ---- ---- ----- - - o Lu 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY / ///////I// / MAN_j O - - STEWART TITLE GUARANTY COMPANY, COMMITMENT NUMBER 19000090147, AGED SCOPES L i - - - \ - EFFECTIVE DATE AUGUST 19, 2019 8:00 A.M. / � � ' � w - - - 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE ALBEMARLE I I-5 -1/ - - _ 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 - - - Ld 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 I THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, - �� - Jl T FOUND - - - / O O 0 / SUBJECT TO NOTE 1. r I - _ (HELD) Z -1 i--i 4. THE TOPOGRAPHY BY RGA SHOWN IS BASED ON A FIELD SURVEY COMPLETED BY _ J o W J OCTOBER 17, 2019. I I / / - - - 5. THE AREA SHOWN HEREON APPEARS TO BE LOCATED WITHIN FLOOD ZONE X I I / / \ _ < (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS SHOWN ON FEMA / \ W U � 0 z / NFIP COMMUNITY MAP PANEL NO. 51003CO278D, EFFECTIVE FEBRUARY 4, 2005. / I I = O THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ONLY. AN ELEVATION - STUDY HAS NOT BEEN PERFORMED AS A PORTION OF THIS PROJECT. / / / I / I I \ /- \ / U U / 6. SUBJECT PROPERTY IS ZONED PDSC (PLANNED DEVELOPMENT SHOPPING / / / I �\ s / CENTER). PER ALBEMARLE COUNTY GIS, SUBJECT PROPERTY LIES WITHIN THE / I / I I \ TAP 6 1 - 1 29 \ \ / / FOLLOWING OVERLAY SLOPES AIRPORT IMPACT, ENTRANCE CORRIDOR, AND I � I I � � � � 8� \ \ � / / � � H 7. THE PARCEL SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. I I \ I A '--,N/F J. R PENNEY \ \ V / u i 8. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES T \ V OPERTI S_INC \ o / / // O W \ ZONING PUD- - / Z MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. \ \ � V I � - � 9� �� 9. THE MINIMUM BUILDING SETBACKS ARE PER ALBEMARLE COUNTY CODE. \ \ \ \ \ I US - \EPPING CENTER - - �' '81 �\ \ - - / / // / W W 10. THE SUBJECT PARCEL HAS LEGAL ACCESS TO U.S. ROUTE 29 (SEMINOLE TRAIL). \ 1 \ > I D \1 908 PG 726 \ I S / / / W 1 1 . PLAT OF RECORD FOR SUBJECT PARCEL SHOWS THE NORTHWEST AND SOUTHEAST I \ DE 4355 PG�625 I - / / / / cl� D SIDE LINES BEING 214.5' AND 307.5' RESPECTIVELY. FIELD FOUND EVIDENCE OF 1 I / (DESCRIPTION TN / / J z ADJOINING PARCELS APPEAR TO REFLECT A 5' RIGHT-OF-WAY TAKE ALONG I I / \ \ I / / SEMINOLE TRAIL - U.S. ROUTE 29 BUT A RIGHT-OF-WAY TAKE WAS NOT FOUND I / \ DEED O\\TRUST) / / / // / / U�u IN THE TITLE REPORT OR IN A SEARCH OF A COUNTY RECORDS. FOR THE PURPOSE I I I \ \ / / / / / W OF HIS SURVEY, PARCEL AREAS AND LEGAL DESCRIPTION INCLUDES THE 5' STRIPI i I \ / W AS A PORTION OF THE SUBJECT PROPERTY. \ I V A c / ui LEGEND: \ v � � \\ //�vv /� --- < IRON PIN FOUND IRON METES AND BOUNDS DESCRIPTION: v METAL ARROW MF // /� / 0 (� I� T � T / \ MF MONUMENT FOUND BEGINNING AT A POINT (MARKED P.O.B.), SAID POINT BEING SITUATED IN THE J \ / WITH FENCE EASTERN RIGHT-OF-WAY OF U.S. ROUTE 29, SEMINOLE TRAIL. THENCE, ALONG THE \ \ / POST / / /j O CID CONCRETE PAD � � CW CONCRETE WALK EASTERN RIGHT-OF-WAY OF SEMINOLE TRAIL N 35'00'00" E FOR A DISTANCE OE T \ / i (0.77' WEST OF,' A /° /�// N DI STORM SEWER DROP INLET 125.56 FEET TO POINT. THENCE LEAVING SAID SEMINOLE TRAIL S 55'1 1'57" E FOR \ T \ \ - - - COPNER)� / j / w GUY GUY WIRE AND ANCHOR A DISTANCE OF 307.50 FEET, PASSING AN IRON PIN FOUND (IF) AT 5.45 FEET, A - - STRM DI Lu LP LAMP POST CORNER OF TMP 61 1 29, N/F J.C. PENNEY PROPERTIES, INC. AND CONTINUING \ \ I \ V TOP=505.57 \ \ // �/ / / a MH MANHOLE WITH SAID J.C. PENNEY PROPERTIES, INC. TO A METAL ARROW FOUND ON \ 1 INV=500.98 OH OVERHEAD UTILITIES MONUMENT (MF). THENCE CONTINUING WITH SAID J.C. PENNEY PROPERTIES INC. S \ \ \ I I \ \ / // / , JOB NO. SL SIGNAL POLE & BASE 64°38'24" W FOR A DISTANCE OF 197.84 FEET TO AN IRON PIN FOUND (IF) SAID \ \ HORIZONTAL GRAPHIC SCALE � \ /�// / � 192036 SN SIGN IRON PIN BEING A COMMON CORNER OF SAID J.C. PENNEY PROPERTIES, INC. AND \ \ \ T \ 25.4 15 RCP 15 RCP / // / SS SANITARY SEWER WITH TMP 61 1 34, N/F CAVALIER COUNTRY BANK. THENCE LEAVING SAID J.C. \ \ zo 0 0 20 ao o @ 7 \ // / / SCALE ST STOLITY POLE PENNEY PROPERTIES, INC. AND CONTINUING WITH SAID CAVALIER COUNTRY BANK N \ \ \ \ T �Jl j 1„-20' UP UTILITY POLE 42'48'10" W FOR A DISTANCE OF 214.50 FEET, PASSING A COMMON CORNER WITH VLT UTILITY VAULT � � � � IN FEET STRM H � / I � � WL MARK WATERLINE SAID CAVALIER COUNTRY BANK AT 209.56', AND LEAVING SAID CAVALIER COUNTRY \ T T \ STRM 2(I / ✓ - SHEET NO. YH YARD HYDRANT BANK TO THE POINT AND PLACE OF BEGINNING, HAVING A TOTAL AREA OF 0.908 \ \ 1 in`ch� 20 ft. TOP=504. L / I ) j " ACRES OR 39,547 SQUARE FEET, MORE OR LESS. \ T \ \ INV IN=49�!1 OP- 503/60 2 \ / NV=S 0.90 ST ST ST Sr ST 0 0 0 0 0 ST NOTE MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITY OFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OF PARAPET WALLS. SEEARCHITECTURAL PLANS. SEE SHEET 4 FOR DEPICTION OF EXISTING SIGHT DISTANCE ALIGNMENT SIGHT DISTANCE = 530' o Sr S —ST. _ ST ST ST ST ST—_ ST — — STe. --lT--5;r_—SL—_-- .Y M W�0 W W -- -__ SEE SHEET 4 FOR FULL DEPICTION OF PAVEMENT REPAIR, MILL & OVERLAY AREAS TMP 61-134 CAVALIER COUNTRY BANK DB 527 PG 43 DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) PROPOSED CG-6 CONNECTION TO EXISTING CG-6 PROPOSED CG-12 (TYP.) 950'f TO BRANCHLANDS BLVD. U.S. ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL VARIABLE WIDTH PUBLIC R/W STOP SIGN PROPOSED MILL/OVERLAY SEE DETAIL, SHEET 7 -- W PROPOSED CGW -6 CONNECTION TO EXISTING DI - PROPOSED VAR. WIDTH R/W DEDICATION TOTAL AREA: 0.04 ACRES PROPOSED 6' GRASS PLANTING/UTILITY STRIP PROPOSED 14' CONC. S/W PROPOSED VDOT - R/W PROPOSED cT rCG-12 (TYP.- ST ST ST - 5 T ST ST ., _. o ...- ' h o o _ — — — - e e o o, P 30' FC-FCAT VDOT R/W- PROPOSED PROPOSED 14' WIDE CONC. 10' MIN. PARKING BUILDING SETBACK CG-12(TYP.) -& MULTI -USE PATH ' >� - — - - -------- -- - ---- ----- - - -- - PROPOSED V .' IDTH Cb �� OINDE PARKING & Co S I','Q ;�, PROP RTY EASEMENT - -- — — — - — _ _ — — — — — -- -- — -- -- PROPOSED 30' MAX. BUILDING SETBACK ,qvk- u O CG-6 (TYP.) NEW PARCEL U PROPOSED BUILDING TOTAL AREA: 18' (TYP.) PROPOSED 6' ENv0. 0 ACRESELOP - SE I 0.28 ACRES OSED IMPROVEMENTS�ti 00 SIDEWALK_,/ PROPOSED PROPOSED CONC. (ISTING PARKING LOT " PROPOSED SLAB, SEE DETAIL PR POSED ADA COMPLIANT ����� e CG-12 (TYP.) CG-12 (TYP.) SHEET 6 HC VAN ACCESSIBLE �s PARKING SPACE 24' F/C-F/C 61 PROPOSED 12x25 PRO OSED ASPHALT CG-12 (TYP.) LOADING SPACE EXISTING BANK PARKING LOT, BUILDING AND SEE ETAIL SHEET 7 PROPOSED DRIVE-THRU CG-2 (TYP.) IS" 9' - O7 � TIE-IN NEW CG-2 (TYP.) PROPOSED CURB INTO EXISTING CURB PROPERTY LINE PROPOSED WOODEN !�' ���_> ���'%� DUMPSTER ENCLOSURE, SEE DETAIL SHEET 7 PROPOSED VAyIDTH PARKINGCCES EMENT PROPOSED 2' GRASS OVERHANG FOR PARKING PROPOSED RETAINING WALL SEE SHEETS 5 & 7 FOR DETAILS MANUFACTURER: EAGLE BAY, DIAMOND PRO SEGMENTED RETAINING WALL SYSTEM COLOR: JAMES RIVER RESIDUE PARCEL EXISTING OFFSITE CHAINLINK FENCE TMP 61-134A TO REMAIN TOTAL AREA: 0.61 ACRES TMP 61-134A N/F ALBEMARLE BANK AND TRUST COMPANY 0.908 ACRES (39,547 SF) DB 646 PG 508 FUTURE PHASE II EXISTING MANAGED DEVELOPMENT AREA, 20,800sf (NOT PART OF THIS PLAN) SLOPES (TYP.) EXISTING OFFSITE CHAINLINK FENCE TO REMAIN TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 HORIZONTAL GRAPHIC SCALE 0 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. 0 0 I sr \ ❑ ST \ S pH S OH ENE o sr pN � ON ST � ST w U J m U-ja Q= �CYn V/ H z3� O w 2 m (n Q LL C' Q m TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 �r� N 0 SCOTT R. LLIJ C-) Lic. No. 035791 � 7/10/20 10 J z � a � Z u w o Lu O z cn O J Q z w � J Q z W Ce O N O �J rd H ul w r, w O w a cn JOB NO. 192036 SCALE 1 "=20' SHEET NO. 3 / / o / / / o - - - L o ST ST ST ST ST ST ST _& Sr T SI - --_ -- ST - - - MH 3 = - - =7C=X -X - -X -X X X_-X =X - ST ST S° EXISTING LIMITS OF VDOT RAW, TYP. 4-3 __-- (S 26PV�) ---- - 0 -- ■ws\ LuFF-F ■ - -- �� -------__ s ~ MH 4 Lu Lu yo Lu s ■ z °\ Ca SIGHT DISTANCE = 530' ST ST S. yo x < J PROPOSED SANITARY SEWER PROPOSED 20 UTILITY EXTENSION TO THE SUBJECT 10 EASEMENT, TYP. PROPERTY ACSA GENERAL WATER & SEWER CONDITIONS U.S. ROUTE 29 (NORTHBOUND) % SEMINOLE TRAIL / VARIABLE WIDTH PUBLIC R/W 0 / I \ PROPOSED WATER \ / o LATERAL CONNECTION TO � I \ \ \ EXISTING WATER MAIN \ � \ \ W �� W \ / W Z_ - \ ST ST \ S ST ST T ST ° - ST Sr �L ST ---ST- _ • . o / _ s ST ST ST ST - - _ T ST�,.e 1 I ST / - -ST- - -•SL -° p ST ST . / - M -- - --- W O - - oj"HOFF ZCOTT LLINS'Z Lic. No. 035791 � 7/10/20 �� O��SSI ONAL N 1SA � vv EXISTING WATER MAIN. EXISTING _ - - - - - - - WATER MAIN TO BE EVALUATED EXISTING FIRE HYDRANT WITH AN ACSA INSPECTOR PRIOR I % - - - - - V A\ O �p TO REMAIN TO ANY CONSTRUCTION ACTIVITY / -� \ THE INSIDE OF THE MAIN SHALL BE / VERIFIED WITH CHLORINATION, A PRESSURE TEST & CAMERA. PROPOSE-- 2"TYPE-K (SDR 26 PVC) 1, SOFT COPPER WATER / LATERAL T- C0-5 PROPOSED BUILDING 4 (SDR 26 PVC) ENVELOP - PHASE I MH 5 - 0.10 ACRES --- 7 - PROPOSED 08" SDR 26 PVC PROPOSED 2" TYPE K / TMP 61-134 / SANITARY SEWER EXTENSION TO SOFT COPPER WATER / _ LI CAVALIER COUNTRY BANK / THE SUBJECT PROPERTY, TYP. LATERAL / CO DB 527 PG 43 / DB 327 PG 228 (PLAT) M DB 468 PG 456 (PLAT)IF WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR SHALL INSTALL THE PROPOSED- 1. (ACSA) SANITARY SEWER VIA AN OPEN SAW CUT WHERE ITS CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. ALIGNMENT IS BENEATH THE EXISTING PAVEMENT. - \ 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN AFTER SEWER INSTALLATION, THE PAVEMENT SHALL BE REINSTALLED AND THE EDGES SHALL BE MILLED & - \ PROPOSED 1" - -- - ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN OVERLAID WHERE THEY MEET EXISTING PAVEMENT. / \ WATER METER: � - INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. � 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND - SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). - - - _: 4�6 / / \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF FEET OF COVER MEASURED 35 FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE / / - - / \ LATERALS AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. GRAPHIC SCALE 7. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 20 / / 0 10 20 40 l - A �� ��� �� ��% FUTURE EXTENSION OF THE LINE. - / I 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. / / �� - - - - ' - - - - / / io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS ( IN FEET ) ou - FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1-irich = 20 ft. PROPOSED S1 ACSA DROP CONP SEE ACSA S1 DETAIL TL DESIGN REQUIR GENERAL PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' 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 21 A OR 21 B, 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. 0 O~ 480 � 480 O Cy) LC) CV + zo Ln= U) 475 =� P OPOSED GRADE >> 475 :2 0- v) EZZ N �pp N X = _ 00 00 00 (DRNG-S/L) 3 w 0 O J 470 O O O O � 1-- co EXI TING GRADE-) DRNG- /L) 470 ~ r7 0-) O rr) + �Z� ' _ _ M (0 � ' O L) � Q => � _ - PROPOSED 2" TYPE SOCOPPE L Ln Lq- O No (D) r-N � FZ Z WATER SE ARATIO . REQUI M 1. 5' _ _ ED=1.5'.00� L-S/L)+fl L N O N�� - (W 465 �O t-0 =<>> PVC 465 N±�Z0 �zz -- / 26 8" SORF Q 2•�4% 4" SDR 26 PVC � Cnn �?? = � � V) - - i / 349.00 45.30 LF © 2.73%-/ (2.08% MIN. SLOPE) - CO AT BLDG 460 3.0' INV 0 T. TO 460 1.0' MIN. M 5 68.28 ( RNG-S L) 455 ���48" 8" SDR 26 PVC 455 SDR 26 PVC 8" SDR 26 PVC 85.31 LF @ 1.40% ANDARD 60.14 LF @ 0.50% 168.82 LF @ 0.55% ECTION. 5 0 2.5 5 10 20 ANDARD 1-28 FOR 8 SDR 26 PVC APPROX SEWER MATE LOCATION CROSSING. CONTRACTOR OF SHALL FIELD ( I FEET) EMENTS. 45O 32.44 LF © 2.06% VERIFY XISTING STORM EWER INVERT A 450 CROSSING PRIOR TO ORDERINGS NITARY SEWER STRUCT RES. MINIMUM SEPARATI N REQU RED=1'. 1 inch = 5 ft. EX MH1 445 STA:0+00.00 RIM: 461.68 HORIZONTAL GR PHI SCALE 445 INV IN. 455.00 (AT UPPER MH DROP LCOATION) 50 0 25 50 100 200 INV IN. 442.93 (AT LOWER MH DROP INTO MH) INV IN (SL)=442.28 (TO REMAIN) ( IN FEET INV IN (NE)=441.83 (TO REMAIN) ) 440 Ld INV OUT441.73 (TO REMAIN) 1 inch = 50 ft. 440 J J N N N N 00 00 0-)Ln Ln 0Cy) O L0 W W N Q0 N O cD � 0-)0 O � Lp N O W L Li 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+75 PROPOSED CLEANOUT - EX MH 1 N /F J V) F_ U Cn Z LU LU O o z O cn J z > u.l LL Q z W 0 ---------------487--- i / -_-- - /- 490 -� _- - - - - - - - - -Lu - aiiaiia / �,---------- - � �\ I of Q CL zCY TMP 61-134A \ \ / /III - o w N/F ALBEMARLE BANK AND TRUST COMPANY U)Q / 0.908 ACRES (39,547 SF) / DS 646 PG 508 / CONTRACTOR SHALL INSTALL THE PROPOSED SANITARY SEWER VIA AN OPEN SAW CUT WHERE ITS - / ALIGNMENT IS BENEATH THE EXISTING PAVEMENT. AFTER SEWER INSTALLATION, THE PAVEMENT SHALL BE REINSTALLED AND THE EDGES SHALL BE MILLED & OVERLAID WHERE THEY MEET FXISTING PAVEMENT / / / CONTRACTOR SHALL REPAIR & STABILIZE THE EXISTING DITCH IMMEDIATELY FOLLOWING THE CONSTRUCTION OF THE PROPOSED SANITARY \ SEWER. CONTRACTOR SHALL ENSURE POSITIVE ° DRAINAGE IN THE DITCH. \ SIGHT DISTANCE = 530' y° / ST ST ST ST ST ST ST ST ST ST ST T ST �x -x x -x -x -x _x -x -x -x -x -x �x x x -x -x -x -x -x ,-x -x -x X -X-x =x -x x x - x -x -x -x -x -x -x x x -x= x - - - - - - -- -- - __��------ = - _ ----�- - MH 2 -- - _- - 3-2 S I fr- �v OFFS - -- - ■ OH /"H ■ V - H/ I OH - OH H °� � � 2-1 s/� / 0 / (SDR 26 PVC) sr --- PROPOSED SANITARY SEWER RUN BETWEEN MH 3 & MH 2 TO MAINTAIN 10' �\ TIE INTO EXISTING ACSA sT OP=462.21 B OF SANITARY SEWER s HORIZONTAL SEPARATION FROM THE MANHOLE WITH PROPOSED \ NV OUT =4411.34 EXISTING OVERHEAD POWER LINE ■ \ \ INV OUT41 / � \ DROP CONNECTION T Lu v \ SS/MH/' Lu 55 \ P= 61.46 � / � (�BOL D SHUT) - CONTRACTOR SHALL HAND DIG AND EXPOSE MH 1 Lu \ THE EXISTING STORM SEWER IN THIS VICINITY Lu EX MH1 PRIOR TO CONSTRUCTION TO IDENTIFY THE Ln ■ \ PROPOSED CROSSING & TO VERIFY THE 0 1-EX MH1 (SDR 26 PVC) / CROSSING SEPARATION. ANTICIPATED STORM Lu �p 7:� (SS) / INVERT=453.8't. Z \ /X MH 1 s INV IfV � � (SE)=442.28 / �69' �� INV iN (NE)=441.83 / Q / INV/OUT=441 .73 / / / I / / I �YJ z� M m W z J Lu a O~ �J Q U LL Lu Cm G z Lu Lu rJ^ V J I- w In w a Lf) JOB NO. 192036 SCALE 1 "=20' SHEET NO. 4 / / STRM MH / TOP=464.63 / INV IN (24")=458.43 / INV IN (18")=458.33 / NV OUT=458.23 TH oF� U.S. ROUTE 29 (NORTHBOUND) I o \ m \ I � SCOTT R. LLINS'� SEMINOLE TRAIL VARIABLE WIDTH PUBLIC R/W Lic. No. 035791 STRM MH �/ / II I / I / 0 7/10/20 _ 13.34 L.F. 18'l RCP @ I IONAL / TOP-466.85 / 1 \ I STRM MHI / INV IN (18"x2)=460.75 8.77%� / / / / / I STRM MH \ EX 1 (ST�M DI) TOP-476.76 / INV IN (24")=460.70 TOP=471.�9 / � I / / INV OUT=460.65 / STRM DI / I TOP=469.64 \ / INV IN= 70.21 / l � INV IN=464.09 IN IN=466�3-4 \ / m / INV OUT, 470.26 TOP=466. N,�, - ,T 470.00 FP � IMr ni IT- �IFG n� � i / frT ST ST ST T ST ST _ v - ST�' RCP @ ST ST \ 164.32 L F 24� 2 3 - - • 4 ST S / >e • - 4 - ST - / ST \ ST ST ST S N ST 0 / / % _ /- 04 ST S ST �� ST / 83: 1 9 F 24iMiiiiiM @ ST - / / _ _ \ S off 24 ' RCP i � ST ST ST - g ST ST / °«3 aaepSa�aa / . o o- 0 o E / L.F. 18 RCP @ 2. 4'7/0 / ST �f • • _ e • -•e _� -- ST / W e T oN v •e �L / 118.05 L F RC1� ST ST sT° 2 4 " r / 9.21 % / 24 - 2.8 - 1 ,o Po / / 7% / 469.33 TC 4 0.61 TC :8 9e • v / 0- o0H Sr I / Q e e - so - - � EP 470.2 E � Sr o e o 0 e e - / -� - --- - z • . d 201 • o - � . so / - -' - - . J i ---2--� W , _ 1 I / �A\\� I ,V FN� ST�ST'/ V� ems., a- - - - STRM DI 6� - / / / -4� - - 200 - - - - / I ( \\\ \\ _ N/,o 7/3.1 7 L.F. 24 RCPZ w w \ @ 258�IN- LU 0 � t J J - - - \ \ \\ / z cn �0P�4�6�1 3 / �- - - - - - / / �/ \ \ O O J STRM GRATE �'� �'� / � � �� �� I �A 1 �\ � � o / - 1 0 Q - " INV OUT=460.38 / TOP=466B6 470.33 T �� \ / / 470.00 EP /� / - Ztj� I �( 1 \ / z I INV- BUT=463.59 � � / - LU ILL 471.33 TC - PROPOSED DRY I I �\ V A \ V / Q 471.00 EP DETENTION BASIN 'B-- - 482 DTAI\ v PROPOSED UNDERGROUND 476.0BW I I I I TMP 61-129 W PROPOSED 5' WIDE CURB CUTS WITH PEA ' _, 3 DETENTION SYSTEM 'A' I l I I ✓ N/F J.C. PENNEY PROPERTIES, INC / / GRAVEL & FILTER FABRIC UNDERLAYMENT PROPOSED 3.5' WIDE CURB - \ DB 1908 PG 726 / o TO DIRECT RUNOFF FROM PARKING LOT CUT WITH PEA GRAVEL & 7 2.0 I _ _ _A V V DB 4355 PG 625 " - / INTO DRY DETENTION BASIN 'B' FILTER FABRIC UNDERLAYMENT A_ / TO DIRECT RUNOFF FROM PROPOSED BUILDING PARKING LOT INTO DRY 2.0%rq (i ENVELOP PHASE I / / / / DETENTION BASIN 'B' X _ 0.10 ACRES FFE=475.67 \ " a-> 5 / / 8 / / \ 478.0BW- //4 107 o / I _ _ �- ^ PROPOSED RA0IN SYST ATE v 1 0g 108 i / / v IVATE PROPOSED Q) PR / / 101 ---- � o e 11J0 ROOF &YARD D� IN (SYSTEM MAXIMUM 5% SLOPE WITHIN i / / / PROPOSED PARKING LOT, TYP. - - TMP 61-134 i - J / \ / CAVALIER COUNTRY BANK / \ / / DB 527 PG 43 �/ 102 104 i - DB 327 PG 228 (PLAT) 103 DB 468 PG 456 (PLAT) 486.0TW - / 480.06W / 105 - , - j / / / ,1 / // z L9 PROPOSED 6' MAX. HEIGHT / / / / / \ - - / / // ---- \ I I l J - - - - - �� RETAINING WALL WITH /- / HANDRAILS. ANY WALL - ------ _ - - - - / / i L•` 3' SHALL REQUIRE A RETAINING WALL MAX. HT.-6' ------ ABOVE BUILDING PERMIT TYP.Uj --------------- N w - - - - - - - - - - - - - - - -� - - - - - //////////------------493-=------------- 1 _ w� - / / - / v I m LU PROPOSED TREE- - 496 - / / / PROTECTION& �\ / I O'p ---------�------ __/ -------------- - - - - liiaiiiii / _ _ _ _ TREE LINE _ / / I \LU 0 LU Q _ _ ----__ ----- =__= _==_== _ ====== _= __==� - I I -�#9 / / v J ----- --------------=_=-====== ==_ === = ===- MP 61-134A ---------------- --- ---- ---- - _ -- _ - - ---- --- - ---_- _- -=-N/FALBEMARLE BANK AND TRUST COMPANY / / Uj I _____________ AL9 0.908 ACRES 39,547 SF l / \ - - - DB 646 PG 508 ) V ---- --�- - MANAGED STEEP \ / I / / - / / // O SLOPES ----- O 0 o / \ A\ o " U \ \ o / �� / Ul I DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 106 Dome Grate Yard Inlet - 15" 485.00 105 8 15.77 9.51 % 475.00 475.50 HDPE 104 Cleanout - 8" 477.75 103 8 60.78 3.29% 475.50 473.50 HDPE 102 Traffice 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 12.16 2.06% 473.50 473.25 HDPE 108 Dome Grate Yard Inlet - 15" 475.33 107 5.74 5.40% 473.25 472.94 HDPE 112 Cleanout - 8" 476.00 111 13 17.52 3.20% 473.50 472.94 HDPE 6 Modified VDOT MH-1 - - 475.57 VDOT STD. IS-1 REQ'D 5 26 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 26 42.35 0.50% 469.46 469.25 HP Storm 2 Modified VDOT MH-1 CG-6 - 474.00 VDOT STD. IS-1 REQ'D 1 15 8.23 1.82% 469.15 469.00 HP Storm 9 15 5.83 16.29% 471.50 470.55 HP Storm 8 Modified VDOT MH-1 CG-2 - 474.79 VDOT STD. IS-1 REQ'D 7 15 47.54 3.05% 470.45 469.00 HP Storm o \ J A TMP 61-129 \ I \ N/F J.C. PENNEY PROPERTIES, INCDB 1908 PG 726 DB 4355 PG 625 I LU LU v \ I I \\ STRM DI vv / �/ i �/ o LU w 1 I I \ TOP=505.57 1 1 1 I V INV=500.98 JOB NO. \ \ \\ \\ \ 25.4 15" RCP sT 15" �T / GRAPHIC SCALE 192036 \\ \ \ V A A @ 7 RCP /� / / / i zo o �o zo 40 SCALE \ / / / ____Z; ,� / l l STRM H TOP=504. /T STRM ( IN FEET - - - - - - SHEET NO. 1 \ \ \ \ INV IN49(J� � SOP=503 60 / I I inches 20 ft. 5 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C O N .� rn cc p .!� N N W a) N Y m N a) v o w � W t 0 3 OL c� O m O x N 2 a) t' c o C 0 0 m Fa C o m m 76 U) w coo c O L o o O U ..� 0 a7 0) x U N o N II cn D o w `m U o i CU a3 0 12 Q x II J C �` E a > J Q U U C1 C1 CJ (n (n i fn U) W as <n In J J W C1 a U � 4 3B 6.0 0.07 0.70 1 0.049 0.20 1 0.00 1 0.20 0.0380 0.0380 1 2.0 1 0.0380 1 1.0000 1 1.89 1 1.00 2.0000 0.0833 0.1213 5.08 1 1.18 1 1.00 1 0.20 1 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet iR N O _ C U a3 O 16 U Q a) N t v °� N t 0 m O x W 2 c w o c 0 >� ai (DcCU o o 3 N w 0 m C L ° T O U O (D x N C O > > II x S E 3 U > Y (6 p a > (9 U 01 N w w E J _j a E � Q C C3 C a vi (n 3 (n U) H C6 in _j ui C5 ° 4 3B 6.0 0.07 0.70 0.049 0.32 0.00 0.32 0.0380 0.0380 2.0 0.0380 1.0000 2.26 1.00 2.0000 0.0833 1 0.1213 1 6.23 1 0.96 1 1.00 1 0.32 1 0.00 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe 0 U a) C � w v a) (0 M a7 O U w w � N O 19 O c E C (°� Z v 3 L rn OU N v N tl C cn rn m E Lo o _ c °' U a) 0) c CO C � CO 2 r_ E � (D o _� 6 O C O 6 O C m a) a E O O E H Cn Y `m 0 c Y E 0 > o F2 Q Q o m > > aEi W W Q U U U H - cJ C3 J c (n 0 LL > LL o Pipe run: 106-4 106 104 0.38 0.45 0.171 0.171 9.00 5.58 0.95 0.95 475.00 475.50 15.8 0.012 0.0951 8 4.04 9.45 0.03 104 102 0.00 0.90 0.000 0.171 9.03 5.57 0.00 0.95 475.50 473.50 60.8 0.012 0.0329 8 2.37 6.42 0.16 102 4 0.00 0.90 0.000 0.171 9.19 5.54 0.00 0.95 473.50 471.56 35.0 0.012 0.0550 8 3.07 7.73 0.08 Pipe run: 110-6 110 108 0.01 0.35 0.004 0.004 5.00 6.67 0.02 0.02 473.50 473.25 12.2 0.012 0.0206 8 1.88 1.72 0.12 108 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 (FT2)(FT) PERIMETER A (ACRES) C I (INMR) Q (CFS) 106 15" N to last Yard Inlet 0.64 5.40 0.38 0.45 4.0 1 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 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.38 0.45 4.0 0.68 2.3 WEIR FLOW 106 15" N to last Yard Inlet - 50% clogged 0.32 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 to last Yard Inlet - 50% clogged 0.32 1 2.70 0.02 0.35 6.5 0.05 0.4 WEIR FLOW 110 15" N to last Yard Inlet 0.64 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% clogged 0.32 2.70 0.01 0.35 4.0 0.01 0.2 WEIR FLOW 110 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.01 0.35 6.5 0.02 0.2 WEIR FLOW Desian Year: 10 Proiect-.F- Sleep Number 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 INLET STATION OUTLET WATER SURFACE ELEV Lo Do Qo ZW Sfo Hf JUNCTION LOSS FINAl H INLET WATER SURFACE ELEV. RIM ELEV V. Ho Q. VI, Qi*Vi Vie/2g Hi ANGLE Ho Ht 1.3Ht .5Ht 470.00 47.54 1 15 1.22 10.000 0.01 1 6.3 0.2 8 1.6 3.3 5.27 0.2 0.06 117 0.11 0.33 0.42 0.21 0.23 470.23 474.79 471.65 42.35 36 1.62 0.000 0.00 3.3 0.0 4 1.0 7.7 7.38 0.9 0.33 180 0.65 1.02 1.32 0.66 0.66 472.31 475.20 470.00 8.23 15 1.62 0.001 0.00 5.7 0.1 2 1.6 3.3 5.27 0.2 0.06 0 0.00 0.19 0.24 0.12 0.13 470.13 474.00 471.65 42.35 36 1.62 0.000 0.00 3.3 0.0 4 1.0 7.7 7.38 0.9 0.33 180 0.65 1.02 1.32 1 0.66 0.66 1 472.31 475.20 472.31 75.10 36 0.49 0.000 0.00 2.1 0.0 6 0.4 5.0 2.10 0.4 0.14 90 0.27 0.43 0.55 0.28 0.28 472.59 475.57 473.47 17.52 8 0.42 0.001 0.02 5.0 0.1 112 0.00 165 0.00 0.10 0.13 N/A 0.14 473.62 476.00 473.47 5.74 8 0.07 0.000 0.00 3.5 0.0 108 0.0 1.7 0.04 0.0 0.02 90 0.03 0.10 0.12 N/A 0.12 473.60 475.33 473.78 12.16 8 0.02 0.000 0.00 1.7 0.0 110 0.00 150 0.00 0.01 0.01 N/A 0.01 473.80 475.25 472.31 34.96 8 0.95 0.005 0.19 7.7 0.2 102 1.0 6.4 6.13 0.6 0.22 180 0.45 0.91 1.18 N/A 1.36 473.67 476.12 474.03 60.78 8 0.95 0.005 0.32 6.4 0.2 104 1.0 9.5 9.02 1.4 0.49 90 0.97 1.62 2.10 N/A 2.42 476.46 477.75 476.46 15.77 8 0.95 0.005 0.08 9.5 0.3 106 1 1 1 1 1 1 1 1 0.00 136 0.00 0.35 0.45 N/A 0.53 476.99 485.00 r)RATNAC;F ARFA PI AN croir v­�n- GRAPHIC SCALE 30 0 15 30 60 120 I ( IN FEET) 1 inch = 30 ft. \ \ W / ST ST ST ..ST:. _ ST o- -1 - - �- - PROPOSED CURB CUTS JR'I`CTING PARKING LOT RUNOFF TO DETENTION BASIN 'B' / U.S. ROUTE 29 (NORTHBOUND) I / / SEMINOLE TRAIL / / VARIABLE WIDTH PUBLIC R/W \\\ d \ W W DETENTION BASIN 'B' AREA TO TR. 200= Q 7-&ac.) ST� El (TOTAL 0 J N 0 0 200 UNDERGROUND DETENTION 'A' SYSTEM STR. 112 (ROOFTOP RUNOFF) - - - / i / 0.07 ac. = Cw0.90 Tc=5 min. / / / / A / r 8 \ / / 4 STR. 4 1 �$ ■ _ - - - / 0.07 ac. Arl . =5 min. STR.10 4 - / / 0.02 ac.11 0 // - 102 104 ■ Cw=0.3 Tc mi i- - / I STR.110' 0 r / DETENTION BASIN B 0.01 ac'. DRAINAGE DIVIDE. SEE / - �' - - - - _ SWIM PLAN FOR DETAILS i �T- - _ - - - / 1 06 Tc=5 minAf- MEMO ------LU -493_t------- ---/// I - - - STIR. 106 I - < M:- /�// / 0.38 ac. Cw=o.35 z � /III - . � Tc= 9 min. I �m� / lIl%llIll i . It/ -4-9-5 LL> _ _ 120' OF OLF w/ - _ A ELEV 23 416 Structure Area (Acres) Cw to (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 1 0.07 1 0.90 5.0 STR:2 MODIFIED VDOT MIT-] STA. 0+61.62 TP= 474.00 INV IN: 469.25 TO 4 INV OUT: 469.15 TO PROPOSED ACCESS MH wl STAIRS - FOR INSPECTION & MAINTENANCE_ 480 PROPOSED LOWER 012" HP STORM PIPE WITH VDOT STD. EW-6 (OUTFALL INVERT=469.00) TO SERVE AS UNDERGROUND DETENTION SYSTEM 'A' PRIMARY OUTFALL 475 100-yr PEAK DESIGN WSE=470.87 10-yr PEAK DESIGN WSE=470.77 2-yr PEAK DESIGN WSE=470.67 1 -yr PEAK DESIGN WSE=470.63 PROPOSED 036" HDPE STANDPIPE (STR. 200) WITH TRASHRACK TO SERVE AS THE RISER STRUCTURE. SEE DETAIL 470 ON THIS SHEET, OR EQUIVALENT, FOR TRASHRACK. RISER RIM ELEV.=470.65. RISER TO HAVE ONE 1.25" LOW -FLOW ORIFICE (INV.=469.00). RISER INV OUT=467.00 (TO EXISTING DI). TO PREVENT FLOTATION THE RISER BASE SHALL BE FIRMLY EMBEDDED 6" INTO AN i8" THICK REINFORCED CONCRETE FOUNDATION THAT IS 6'x6', AND BURIED BELOW GROUND. STR: EX 1 (STRM D 4 5 EXISTING DI STA. 0+00.00 TP471.6'' INV IN: 466.19 TO 200 INV IN: 466.34 (TO REMAIR INV IN: 466.09 (TO REMAIU ` 460 J J ww w U_ 4w4t#4f# 010 z N NC)o °c �� o o 0 0000 O 0 > 0 0 CO > 00~ K- LOLL Ln LO 0-) w 0� 0�0 o J o0�� o > +� � +� m �zZoo zzo Q II > > > > Q II > > > o �� Ln� z z z 12" MIN. COVE OVER UGD SYSTEM, TYP. _ - EXISTIN 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 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. GRADE 480 480 / PROPO ED- / STR:8 MODIFIED VDOT MH-1 GRADE/ STA. 0+54.80 / ROPOSED / GRADE TP=474.79 / 475 INV IN: 470.55 TO 4 / EMERGENCY INV OUT: 470.45 TO Co BYPASS, O/STIR. 8 15" HP STORM PIPE 47.54 LF ® 3.05% 0 PROPOSED SERIES OF 36" HP STORM PIPES WITH A DOWNSTREAM RESTRICTIVE WEIR PLATE TO SERVE AS PROPOSED UNDERGROUND DETENTION 470 SYSTEM 'A'. 30" HP STORM PIPES TO HAVE 0.50% SLOPES WITH A TOTAL LENGTH OF 117.5' 00 CO-5 (DRNG-S L) 36" HP STORM PIPE SEE GENERAL SWIM FACILITY NOTES 75.10 LF ® 0.50% #2 & 4 ON THE PREVIOUS SHEET FOR CO- rj 36" HP STORM PIPE DESIGN OF OUTLET PROTECTION. (DRN -S/L) 42.35 LF ® 0.50% 4651 465 RESTRICTIVE WEIR PLATE AT LOW POINT, INV.=469.25', TO DRAIN THE SYSTEM. SEE DETAIL ON THIS SHEET. 12" HP STORM PIPE, 8.23 LF ® 1.82% SEE GENERAL SWIM FACILITY NOTES #2 & 4 ON THE PREVIOUS SHEET FOR DESIGN OF OUTLET PROTECTION. -12" HP STORM PIPE, 34.71 LF ® 2.33% 460 460 480 XISTINi GRADE 475 STR-.4 MODIFIED, VDOT DI3B, L6' STA. 103.97 TP475.20 INV IN: 469.56 TO 6 INV IN: 471.56 TO 102 470 INV OUT: 469.46 TO 2 INV OUT: 471.50 TO 8 36" HP STORM PIPES, PART OF UNDERGROUND DETENTION SYSTEM 'A' 15" HP STORM PIPE, 5.83 LF @ 16.29% (EMERGENCY OVERFLOW/ BYPASS) PROPOSED ELEVATED 015" HP STORM PIPES ALLOW MORE SIGNIFICANT & LESS FREQUENT STORM EVENTS TO SAFELY BYPASS UNDERGROUND DETENTION SYSTEM 'A' 4601 rn 000 w W I-- 0 CDN W W 0 0 7t W 0+50 1 +00 1 +50 2+00 0+50 0+75 UGD SYSTEM AND DETENTION BASIN PROFILE SCALES: BYPASS 1"=50' (H) v m 00 SCOTT R. LLINS7' U Lie. No. 035791 7/10/20 J z � m a � U Z� LU LU O z cn O J W LL � Q 1■■1 F_ z W 0 N 0 L9 z < � J N 4 LU V / J W N < 0 z LL WN N LU > J ZQ J W ~� � VJ Q > LD J T_ T_ LU Z 0 0 Q EL J 2! Q 0. Q W U < C)� 0 U Ul IW ��I// LL LU � G J � z Ln ^^ J LU W LU 0 `_1 U CD N � U O W W a U) JOB NO. 192036 SCALE AS SHOWN SHEET NO. 6 A - I PERMISSIBLE COWT. I JOINT L I A #J TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN s1D. cc-z 2'-0„1 5,_0„ BACK OF CUR 12 ' 1 48: 1 M 20 1 M . 2' MIN. SECTION A -A NOTE' FOR GENERAL NOTE5 ON THE UETECTABLE WARNING SURFACE. SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION RCADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURD C 2 4 1 2 5 2 3 5 7 3 5 4 1 4 9 5 5 10 6 7 14 7 3 15 8I 15 1 15 u 0 W o v= UROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION CF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. F 5`N JC�K 2 ! AT )K , 2" HIGHER THAN EDGE OF PAVEMENT ATXX, SAVE AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT 80TTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHCRT PERPENDICULAR RUN TD THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, SHEET 4 OF 4 CG-12 DETECTABLE WARNING SURFACE SPECIFIEF RERENCEENCE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 20307 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTES'- 1. THIS REM 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 WLL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR M INCREASE N DEPTH. i 5' TG2�ETSERNG-WASHOINEREQENSFOCG-6ASWN �J APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, a IN THE SECTION ON GS URBMI STANDARDS. R 61 SURFACE BASE CG-2 2" RADIUS SUBBASE -A. a. a. SURFACE s :e ' • :e • :A . ;e .°°' BASE 'e •-fie • �e -• • • SUBBASE 8" L121. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION /� p r REFERENCE �vE�or STANDARD 6" CURB ROAD AND BRIDGE STMIDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 WP-2 1j•'��7 EDGE OF EXISING PAVEMENT �I �I (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 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) 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 1 V2 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 HE 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 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 SPECIFICATION REFERENCE REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PA V/EMEN 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 III 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 INSTALLA TION OF THE AGGREGA TE BASE. IN THE EVENT THA T THE SURFACE COURSE IS APPLIED PRIOR TO 60 DA YS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGA TE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT.' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA TION MA Y BE LOCH TED 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 INDICA TE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PA VING, DRAINAGE RELA TED MA TERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA TIONS 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 W. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC. TOP OF 4" 2" R CURB 6„ 13" 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 7" VDOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB &� GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 2016 ROAD BRIDGE STANDARDS I I c I tiFv -P- I_ D L 0 NOTES. L IN NO 'r" SHALL TOP OF ENDWALL PRD.IECT ABOVE FILL 'iLOPE, DTCH SLOPE, DITCH SLOPE, OR STIOULDER. 2, THIS ITEM MAX 9E PRECAST DR CAST T9 PLACE. 3 ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET 1r01.12. 4. THIS SlRVDARO TO BE USED WITH STRNQHT CROSSINGS AHD SKEW AIIGLES TO 15'- 5.HEADWALL TO BE BEVELED IN ALL Jd;EAS EXCEPT 'WHERE A CONFLICT WITH INVERT OR WINC,WA,LS OCCUR. FOR CONCRETE PIPE CUBIC VAAGS INCREASE FOR D 5 G L GONGRETE EACH ADDITIONAL 6 ONE DOUBLE PIPE ENDWALL 12" 1', 10" 2',a" E,`10" 0.329 D.090 D'-1'f4, 0 .1, 1j" 7._3„ 2'-9 -3' 0-871 0.179 D,_1 �„ G,_1, ., loll 2'-8" 3-j" B� 8^ 0.941 11.244 0'-2" O..I� ., 21" OR 24" 3'-fi" •'-G" 11'-5" 1.763 0.444 0-2 e 2.730 6-983 0' 3f " D'-21 „ 33" OR 36" T-2" 5' 3" 17'-2" 3,85i 0.9G7 SHAPE 70 BE BEVEL'- WITH MDR' DO NOT BEVEL INVERT n STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION FACE OF CURB BUMPA PER PA BLOCK PAIN OAF PER VDOT PAINTED Flom SPEC. TRIPE YPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-0a. 8- BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT I, 7, HEADWALL AT THE CUTLET END OF THE CULVERT YAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. 4N SH,+LLOW FILL5. WHERE ENDWAL L5 ARE I 'OR LE55 BELOW SHOULDER LIFE, THE TDP OF IHL ENOWALL SHALL 9E CON51 RUCTCD PARALLEL TO THE GRADE OF THE ROAD. 9- Y," CHAMFER MAY BE PRDVIDED CH ALL EDGES AT MANUFACTURER'S OPTION. W. QUANTITIES GWEN PRE FOR ONE ENDWALL, PLEASE REFER TO STANDARD EW-1, SHEET 101.01 FOR ALL DIMENSIONS NOT GIVEN IN TABLES. FOR CORRUGATED METAL PIPE CUBIC YARDS INCREASE FOR D S C L CONCRETE ONE DOUBLE EACH A6dTIONAL d b ENDWALL PIPE 12" 1'-71' 2'-0 0''7" 0.344 0,Od7 0'•11 .. 0'-1" 15' V- 11' 2' 5- 6 -11' '. 4.B5G I}.175 0,-1 , 0" 1 " Ie" 2'-+" 3'-D' B'-4' 0.9m 1).241 24" 3'-1.. 4'-D" 11'-1" 1&C3 4.4.2 D'-2 „ D'-2- 27" DR 3D' 3'-10" 51_171 13'-10" 2.�6A 0.670 0.951 U,.J REFERENCE STAIVDr D ENDWALL FOR MULTIPLE PIPE C�LVLFRT5 ROAD AND BRIDGE STIJ(OARL'k 10s 12" - 36" CIRCULAR PIPES REVISION DATE SHEET I OF I 592 VIRGINIA DEPARTMENT OF TRANSPORTA.TION 1o1-n 2016 ROAD & BRIDGE STANDARDS 2" SM-9.� SURFACE COURS 3" BM-2t INTERMEDIATE C( 5" 21- BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9.� SURFACE COURS 8" 21- BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - PARKING LOT RAPE & L:uVHI? E7EET SLRFACC OR r tiON PAVED ARLA SLOPED AREA 2'._O+ RL:DDCR COAI`.P yfEEL STEPS 1'-0" MAX CAS'. IN PLACE a � PRECAST RRNFORCLD L:{3NCRE7L SEGT,gNS WTI- "10" RIW'� SEALS CR APPROVED LQIJA. -- THE- DROP (C'.NNECTICN SHALL BE DUG -!LE IRON PIPE [IXASS 5D) 5.. EACKF,LLED IN 6' 1 AYFRS AW COMPACI-D HY •TANG TAMPFRS OR 12- JAIN l.n_� 0ACKFILLED WITH SELF-COMPAC11NG 15" MAX STGNE_ 92"MIN 12'Mlk MINIMUM ELEVAl1ON DIFFERENCE ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL 9E ❑-20 FEET p` A FILLETED INVERT FOR A SM007H TRANSITION OF FLOW BETWEEN - INLET & OULET PIPE SHALL BE 3/4 DIP. 0= LARGEST PIPE h MAN=ULE MIN, $" E3EDO'NC '611-1 ND, 6M F' )NE NC)TES: 1_ BEDDING THICKNESS REOUIREME.V TS SIIQ'NE A.R F MINIMUM AKA) SHALL GE, SPEUFICALLY DETERMINED SY'IHE ;;DNSULTAN- FOR SIC 3011 :X)NI'.ITIONIS, 2. THE CONSULTANT SHALL DETERMINE '4:1FTH=:;: MANHU_LS ;SFALL HAVE EXTENDED OR NON-EKTENpED BASE, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS -0 PF SFAI_...) 8t GROJ-ED INSIDE AN❑ OUT, 4, SPECIAL CCINSIDERATEQN SHALL BE CAVM FOR ENTRA\CE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NJ TS FIG. S-1-C -12"- RESERVED PARKING VAN ACCESSIBLE �z O O W k- ]:� m� O O ar I o I � Ln O J U-'1t1 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 /\ \ \ O / 4" M N . 1'-01, HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES NO SCALE PROPOSED 1" OVERLAY EXISTIf PAVEMI EX. ST( SUBBA COMPAC SUBGR) ASPHALT PAVING - MILL/OVERLAY NO SCALE 13'x25' CONC. MIN. 12'x20' CONCRETE DUMPSTER PAD DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE j\�/\7/\\/d .\\//. �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 VV /V7 VA VA VA �6" COMPACTED 21B STONE BASE NO SCALE TREES SHALL BE PLANTED A MIINIMUM OF 0.4 x H DISTAN CE FROM BACK DF BLDCK. SHRUBS MAY BE PLANTED ADJACE NT TC) WALL, BUT SHALL UTILIZE WATERPRODF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL LOW -PERMEABILITY SOIL r- FILTER FABRIC H FINISHED GRADE 6`I� r_OFT STRLITLIRAL I BACKFI L L F-Opr TYPICAL -4" DIA. DRAIN TILE I_� I �.I'I .3 TO .4 OF H (TYPICAL) NOTE: RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE I I dd SITE WALL a TYALL RAIL FAS77Z'JV JVG 'OE77 IL NOT TO SCALE 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) a 6'-0" o (TYP.) I � 1'-0" (TYP.) $ $ PAINTED BRICK ENCLOSURE TO MATCH .I A PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) A4 STEEL BOLLARD (EXTERIOR) NO 5(TYP.) (SEE DETAIL THIS SHEET) WOODEN°DOOf?S DUMPSTER GATE (SEE DETAIL THIS SHEET) 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 -COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 2 13' - 0" l x6x6 TREA 7?D BOARDS lzK1 -BOL TED TO IRON FRAME STEEL BOLL (EXTERI (TYP.) DETAIL 7 SHE) CANE BOOT FRAME "v DETAIL N DUMPSTER GATE DETAIL N DUMPSTER AREA NOT TO SCALE �lri 0 C O SCOTT R. LLINS'� U Lic. No. 035791,� 7/10/1 �4 'S`IONAL E11���� J z � O m a U) (/� z u g Z U' _ LuLu O U) Z U)O _J > z z Lu LL. � J Q z z W 0 (V C 0 rH r n L9 z N J N W ® (H� V J N W O z N ~ LL w N W > J ZQ J L d Lu 1 W - Lu 0 -1 O Q J _ � W W u Q� O z I U ulW O WW z W � W J z u� J w Llj L u N� L� J 0 QCD O N � Lu a Lu Lu � JOB NO. 192036 SCALE AS SHOWN SHEET NO. 7 Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3, TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6, NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. 1992 0 SEMINOLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT—OF—WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 6' GRASS PLANTING/UTILITY STRIP PROPOSED LANDSCAPING AND STREET TREES ST LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl QUANTITY COVERAGE (sfl QP IQUERCLIS PALUSTRIS PIN OAK 31/2" cal. 471 6 2,826 PA I PLATANUS ACERI FLORA LONDON PLANETREE 31/2" cal. 422 4 1,688 AR 1ACER RUBRUM RED MAPLE 21/2" cal. 452 2 904 UNDERSTORY TREES PY PRUNUS YEDOENSIS YOSHINO CHERRY 6'-7' ht. 99 1 7 1 693 EVERGREEN TREES MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 82 14 1 148 IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 17 748 SHRUBS AB ABELIA GRANDIFLORA GLOSSYABELIA 24" ht. min 14 38 532 IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" ht. min 64 36 2,304 st CS CORN USSERICEA RED TWIG DOGWOOD 24" ht. min 72 10 720 \ IC ILEX CORN UTA CHINESE HOLLY 24" ht. min 14 39 1 546 lr� 0 1; I O tS,-' SCOTT R. LLIN' Lic. No. 035791 � �7/10/20 ��' Als�sIOIVAL E�C1% J EXISTING VEGETATION eH Existingtrees onsite 16,800 oHE�a TOTAL CANOPY z CID 28,909 0 � 1� TMP 61-1 z9j N/F J.C. PENNEY PROPERTIES, INC DB 1908 PG 726 DB 4355 PG 625 TMP 61-134 6 Lv 7 IV 0 CAVALIER COUNTRY BANK IN C 1 AR DB 527 PG 43 k EXIS ING OFFSITE'CIIAINLINK DB 327 PG 228 (PLAT) 6 6 AB J u FENCE ALONG PROPERTY LINE DB 468 PG 456 (PLAT) A� x PLASTIC FENCE x NY) cv�uni S v V CORRECT METHODS OF TREE FENCING �,m,,�� � � � �1C.9 6 IV 11 I N i 'i-----_ ------ ----- 3 MG 4 MG 3 IN PROPOSED RETAINING WALL SEE SHEETS 5 & 7 FOR DETAILS 3 PA MANUFACTURER: EAGLE BAY, DIAMOND PRO PROPOSED TREE SEGMENTED RETAINING WALL SYSTEM PROPOSED LIMITS PROTECTION COLOR: JAMES RIVER OF CLEARING FENCING TMP 61-134A •� CORRECT TRUNK ARMORING (EXISTING TREELINETO N/F ALBEMARLE BANK AND TRUST COMPANY TRIANGULAR BOARD FENCE REMAIN) 0.908 ACRES 39,547 SF ( ) DB 646 PG 508 Source: Va. DSWC Plate 3.38-2 EXISTING TREE CANOPY AREA County of Albemarle TO REMAIN Conservation Plan Checklist— To be placed on Landscape Plans 16,800 SF (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: El Trees to be saved; KI 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. 8. 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: ® When the ground level most 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: ® 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 EXISTING CHAINLINK FENCE ALONG PROPERTY LINE TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC k DB 1908 PG 726 DB 4355 PG 625 Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale F— Lr) U) Q U `r) Z w M F- TREES UP TO 4" CAL. SHALL BE STAKED z O In J WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE z GUYED WITH 3 EQUALLY SPACED, TWISTED, i w AND TURNBUCKLES. LOOP HOSE AROUND M Q TRUNK. FLAG WIRES WITH COURVEY TAPE. P z REFER TO SPECIFICATIONS FOR ~ FURTHER INFORMATION U W GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2%2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE NO TES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, 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 J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. LANDSCAPING CALCULA TIONS TOTAL PROJECT AREA 0.908 AC): 39 552 SF CANOPY REQUIRED 107.: 3, 955 SF PROPOSED NEW TREE CANOPY- 12,109 SF EXISTING TREE CANOPY TO REMAIN 16,800 SF TOTAL ON —SITE TREE CANOPY- 28,909 SF STREET TREES: TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 160 LF TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 4 TREES TOTAL STREET TREES PROVIDED = 4 TREES INTERIOR PARKING CALCULATIONS. - TO TA L NEW PARKING AREAS AND TRA AEL WA YS = 5,100 SF TOTAL INTERIOR LANDSCAPING REQUIRED (59) = 255 SF TOTAL INTERIOR LANDSCAPING PROVIDED = 844 SF TOTAL NUMBER OF PARKING SPACES = 10 SPACES TOTAL INTERIOR LANDSCAPING REQUIRED (1 TREE PER 10 SPACES) = 1 TREE TOTAL INTERIOR LANDSCAPING PROVIDED = 2 TREES GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. Lk� O [V C O n M M '-dim LU J z LL LU J J z rr/ V l cL LU z O Q J U LL u) Q 0= z Q U 1 LU W D z CL LU LU rJ V ) I— LU rn w O w � 2 d In JOB NO. 192036 SCALE 1"-20' SHEET NO. 8 Type No. SiteLyter Series Catalog No. Direct Pole -Mounted Luminaire Jab. Name Horizontal Lamp APPLICATIONS • Parking Lots, Roadways, Walkways, Commercial Malls, Tennis Courts, Auto Lots and of hero indoor environments. CONSTRUCTION • Formed heavy -gauge aluminum housing. E • Extruded anodized doortrame. • Tempered end gasketed glass lens. - • Hinged lens door OPTICS • Field rotatable optical tray • Choice of IES Types: 2, 3, 4 or �$g • Horizontal lamp orientation_ A �- • All lamps above 250w mustbe ROJ We. ELECTRICAL i. 18 • High power factor ballast • Trayrnounted ballast with integral heat sink • 41v pulse -rated porcelain socket. �5 16"(0w4dMry { t2"la�w_iSoJi e" • All metal haide fixtures are pulse start. 3- MOUNTING i. 18 • E. rect surface mount • 9"arm with directsurface mount ( optional). • Post lop for 8"or4"round cr4"ors"equal pole (optional). e �1 • Adjustable arm adaptor for square poles (optional). 2 • 2" tenon adjustable adapter(optional)_ T WARRANTY/LISTINGS • UL 1598li3ted lorwel locations. • Published ore yearlimited warranty 9" arnl not included, See mounting accessories, 9" arm requiredfor211 mounting at 90o. Ordering Guide Example: SLH402PUADU-8 5L ❑H 40 ❑2 PMA OM ❑ ❑8 Series lamp Orientation Wall SL=SIteLytar H-HonzontalLarnp' 32=320(BT28) Distribution r options Wonage 2- Type II' PM&PulseSturt OM-0irecCMount 1-120V 35=35J (BT28) 3-Type III 2-208V SEM NOSE TRA 1 ROUTE 29 VAR. WIDTH PUBLIC RIGHT -OE -WAY (HIGHWAY PLAT BOOK 1 PAGE 227) 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 20' 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: 4 04 (BT28)2 Type IV3-240V \ 45=45 5 J [BT37] -TypeV 4-277V 75=750 (5T37) 5-480V - - DO) 5-120V-277V v 25=250 [LX-High Pressure Sodium o 45=400 (E18) o F, ' 250W-400u1+atailahle In 10" deep housing, 450-750 ai In 12"pep housing. v v p o°° e-- RequiresrenredoultUasletedlamp. - v. - vo r, - v - v v - 'Type 11 IStn sullen only atlas tablets 4c8W and gel oJl Metal Hall OR s' . C• - - m - v IV, ,.I - v - - Horizontendnp)mountflxtnres Pro i�d N'ittl Fdl Gh sLars standard. � ° o g O� v � - � � � � _ �. - - v- � v � se, 2945 Vauxhal Road - P.O. Box 129 Union NJ 07083 800-384-2212 www.exceline.com Excel-ine is a Philips group brand 11/10 111, "/ MM LIGHTING Product information is subject to change without notice PH I LI PS Type: WS2 ,Job: BUFFALO WILD WINGS Catalog number: WF2318L31l WF23 / 18L3KUV / BL / Fixture Electrical Module Finish Options I See page 2 I Wall Forms®WF23 Shallow Cutoff Face Surface Mount, Round revision 5/21/14 • kl_wf23_spec.pdf Approvals: Date: Page: 1 of 2 Spec if i cations 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 3" or 4" junction box. Face Plate: Die-cast, low copper (<0.6% Cu) aluminum alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs F__71/4" 101/2" are minimum 5/6" depth and 3/16" 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, 3/16" minimum thickness 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 J-box in wall by others LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to Shallow Cutoff Face 277V with a ±10% 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, (LG) 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 Listings and Ratin s HUBBELL, ETU to UL Standard 8750 1 IP66 Rated I CE I 25C Ambient 'Suitable for wet locations U.S. PATENTS: D385,054, D381,452, D378,621 KIM LIGHTING RESERVES THE RIGHTTO CHANGE SPECIFICATIONS WITHOUT NOTICE. ® 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 626/968-5666 • FAX: 626/968-5716 JA Wall Forms®WF23 Shallow Cutoff Face Surface Mount, Round IIGM LIGHTING revision 5/21/14 • kl-wf23_spec.pdf Type: wst Job: BUFFALO WILD WINGS Catalog number: WF239L3KUV-BL WF23 / 9L3KUV / BL / Fixture Electrical Module Finish Options I See page 2 1 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 �71A4 10'/z" are minimum 5/6" depth and 3/16" 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, 3/ts"minimum thickness 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 J-box in wall by others LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to Shallow Cutoff Face 277V with a ±10% 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, (LG) 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 '�rruBBELL ETL' to UL Standard 8750 1 IP66 Rated I CE I25C Ambient a<uc.... 'Suitable for wet locations U.S. 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: 626/968.5666 • FAX: 626/968.5716 v - 0 .0 v oF, e,P.0 �0.0 0.0 o cD v v 0 v D p. v A Wall Forms,,WF23 Shallow Cutoff Face Surface Mount, Round G SETBACK IIGM LIGHTING revision 5/21/14 • kl_wf23_spec.pdf Type: 0. 5 Job: Page: 2 of 2 A 0.5 Standard Features A 0.0 � 1.0 0.0 1.0 A Fixture Cat, No, WF23 v Electrical Module Cat. Nos, for Electrical Modules available: LED - Light Emitting Diodes I F� I 91-2KUV' ❑18L2l L 91-3KUV I_ 181-3KUV WS2 30' MAX. BUILDING SETBACK I 91-4KUV' I_ 18L4KUV' n F 9L5KUV' ❑ 18L5KUV' WS1 Lamp LED LED A -Socket N/A N/A 'For LED, 9L = 9LED Emitters 8L = 18 LED Emitters; 2K = 580nm color temperature; 0 . 5 31 = 3000K color temrature; 4K = 4200K color temperature; 5K = 5100K color temperature; A UV = Universal Voltage from 120 to 277V with a± 10%tolerance. Finish Color: Bladc Dark Bronze Light Gray StealthGray Platinum Silver White Cush„ Colas' A P R 0 P 0 S E D BUILDING TGIC powder coat Cat. No.: 7- B❑ Ill El L LG ❑ SG PS ❑ WH CC 0.0 0.0 'Custom colors subject to additional charges, minimum quantities and extended lead times. ENVELOPE PHASE I Consul It representative. Custom color description: I 0.10 ACRES A Optional Features A WS1 Fusing Single Fusing for 120V, and 277V primary. - Cat. No. ❑ SF l ❑ No Option v ° A WS2 WS2 0. A I� 1.0 v p p ® 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 6261968-5666 • FAX: 626/968-5716 Io ° °o°oo 00000 0.5 v u, 1.0 ) v v Wall Forms®WF23 w v Shallow Cutoff Face Surface Mount, Round o 0 0 IIGM LIGHTING revision 5/21/14 • kl_wf23_spec.pdf / 1.0 o D p v Type- 1.0 Job: Page: 2 of 2 ` 1 v p r � v 0.5 0.5 Standard Features 0.0 0 Fixture Cat, No, WF23 4 0 1.0 Electrical Module Cat. Nos, for Electrical Modules available: LED = Light Emitting Diodes LED ❑ 91-211l ❑ 18L2KUV' ❑ 9L3KUV' ❑ 18L3KUV' ❑ 9L4KUV' ❑ 18L4KUV' ❑ 9L5KUV' ❑ 18L5KUV' Lamp LED LED -Socket N/A N/A 'For LED, 9L = 9LED Emitters; 18L = 18 LED Emitters; 2K = 580nm color temperature; 3 r = 3000K color temperature; 4K = 4200K color temperature; 5K = 5100K color temperature; S UV = Universal Voltage from 120 to 277V with a ± 10°/ tolerance.' Finish Color. Bladc Dade Bronze Light Gray Stealth Gray Platinum Silver White Custom Colas' 0.0 ���� /���� ���/ �/ /�� ��� ��/ / /� �/ / 0.5 TGIC powder coat 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 INo Option 02014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745-1788 • TEL: 626/968-5666 - FAX: 626/968-5716 We GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. [file] [file] s FOOTCANDLES FOOTCANDLES 0.5 FOOTCANDLES k"teR� SCOTS Z Lic. No. 0357911� ~d�o� 7/10/ 20 �� �SSIONAL 10 CA J rQ r_ z � _O C° H to Z U g ZW W Oz to O J H z > L~L � J a Z n-- z Q Z0-)� J N LU _ V woN z N ~ LL W W Z J U/ LU .i LLJ r_ Z 0 z TF- i PROPOSED P/L O W U Q J U 5 ® LLJ O Z w w c) m 0 U II- Ld 0 _J LLI m � J� z w� 1l `L Q J = W LU 0 CL CL W J V/ CL 0 (-D Cn z Ow 1- 4 J O T i CO ^O I ` V � Ln _Q LU w W U_ U Q JOB NO. 192036 SCALE 1"=20' SHEET NO. 9