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HomeMy WebLinkAboutSDP202000054 Plan - Approved Final Site Plan and Comps. 2021-10-05GENERAL NOTES OWNER: 061O0-00-OO-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. 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 SUBDI VISION. NEW PARCEL: 0.28 ACRES RESIDUE PARCEL (7MP61-134A): 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. DA TUM NAD 83 DA TUM 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 SITE IS NOT LOCA TED WITHIN A PUBLIC WA TER SUPPL Y RESERVOIR WA TERSHED, IT IS LOCA 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. SITE ACCESS• THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 29 SEMINOLE TRAIL. A PARKING AND ACCESS EASEMENT WILL BE RECORDED ACROSS THE RESIDUE PARCEL TMP61-134A FOR THE BENEFIT OF THE NEW PARCEL CREATED WITH A SUBDIVISION PLAT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN, SEE GRADING SHEET 5. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT. NOTE. RETAINING WALLS ABOVE 3 FT WILL REQUIRE A BUILDING PERMIT AND RETAINING WALLS ABOVE 4 FT WILL REQUIRE STAMPED ENGINEERING PLANS LIGHTING. THE PROPOSED LIGHTING PLAN HAS BEEN INCLUDED, SEE SHEET 9. EACH OUTDOOR L UMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 8. STREET TREES HAVE BEEN PROVIDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40, O.C. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. DUMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS. UTILITIES. PUBLIC WATER AND SANITARY SEWER UTILITIES WILL BE EXTENDED TO THE PROPERTY FOR CONNECTIONS TO THE PUBLIC UTILITIES STORMWA TER MANAGEMENT FACILITY- STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN UNDERGROUND DETENTION FACILITY AND A DETENTION BASIN FOR WATER QUANTITY CONTROL AND PURCHASE OF NUTRIENT CREDITS FOR THE WATER QUALITY. 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, 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 St TE. IMPERVOUS AREAS. 8,900 SF (0.20 AC) TOTAL PAVED 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. 12 IM 1. ILICIA: IF MIJK 0 LJ, TMP 61--134 N/F CAVALIER COUNTRY BANK ZONING — COMMERCIAL OFFICE USE — BANK DB 527 PG 43 DB 327 PG 228 (PLAT) DQ 468 PG 456 (PLAT) r FINAL SITE PLAN (SDP 202000054) RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 950'+/— TO BRANCHLANDS BLVD TMP 61---129 SEMTNOLE TRAIL — ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK I PAGE 227) U N/F J.C. PENNEY PROPERTIES, INC ZONING _. PUD USE -- SHOPPING CENTER D3 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. IMP 61-134A 1"+ IF ALBEMARLE BAND AND TRUST COMPANY 0.908 ACRES CONING - 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 I): MINIMUM HT.=20' 2. PHASE I BUILDING FOUNDATION TO BE CONSTRUCTED TO SUPPORT MULTIPLE STORIES. TMP 61-129 N/F J.C. PENNEY PROPERTIES, INC ZONING — PUD USE -- SHOPPING C DB 1908 PG 726 DB 4355 PG 625 (DESCRIPTION IN DEED OF TRUST) PROJECT SITE Jy. 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 TOTAL NUMBER OF SHEETS Submittal Type Reviewed and Approved by the Community DeveI pM nt Department Date ��' IM LEGEND File#— g 2a� sw Signa ROADS EXISTING CULVERT CUL VERT u Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6. DEPTH OF EC-3A DITCH EC-2 DI TCH 6" DEPTH OF EC-2 DITCH ... .... EARTH DITCH DR/ VEWA Y CUL VER T BENCH MARK _ _ _ _ CLEARING LIMITS as - VDOT STANDARD STOP SIGN - - - -200- - - - EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �— TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT rQ PLANNER/ZONINGPLANNER/ZONING zm ENGINEER INSPECTIONS A" DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIR INIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT OF�� 4 SCOTT R. LNNS''Z Lic. No. 035791,1,. o� 8/11/21 �4 0 IONALUj E�01 w z z z ELU �-, O O Z U U O i U) z z 0 g0 O O Z u) En w En ❑ w w O z ~� U) J ❑ ❑ r z ¢ ¢ U U_ O O a (n U) O O H H W UjW 7aA z w z J J 0 0 c U) N w o U z L 3 V) OLL o Q x a q) wL_� 0 z U_ w O ° z O U) H � U7 0 H L cn = 0 U O ° 0 O O O .-i U N O N d� N T-i1i N . A N N r� Go rn 00 ° IN ME U W 0 E 0 LL1 N O 0 I u� Q a c ° 0 0 F 0 W 0 1-1 ° L ° V) V ) Q W o O 0 W 0 0) v U a Q) U E LL c c0 z Uj LU w w z 0 z w z 0 W w E c a w = V) ° U °° JOB NO. ° ° 192036 0 0 V) SCALE ° AS SHOWN o V) 0 SHEET NO. a 1 0 -E SEAINOLE TRAIL ROUTE 29 VAR. WIDTH PUBLIC Rl(jH-]'----OF---WAY STRM MI -I TOP=464.63 (HIGHWAY PLAT/E300K I PAGE 227) INV IN (24)=-458.43 STRM MHl STRIVI MH 1.3.34 L. F. 18 RCP 0) TOP 476 7r' INV IN (18")=458.33 I N TOP=466.85 77 PORTION OF EXISTI�G EX I (STRi\/I DI) 0 INV -_-4- 0.21 INV OUT=458,23 INV IN (18"x2)=460.75 STRIM M,-I SIDEWALK TO BE TOP=4-71.k9 ::E INV OUT��470,26 INV IN (24")=460.70 TOP�--469.64 INV IN=466.34 REMOVED INV OUT-=460.65 STRM DI CP, �INV IN-464.09 5 0' + T'O,-� INV OUT=466.0�-- 3 7 TOP--466'2�2 INV,, w BRANCHLAN'�DS BLVD .13 1 OUT=461�92 NV W -7-- W' BENCHMARK 0 e� S TT R. LL1, LIN COTT S Lic. No. 035791� 8/11/21 AY 10INVAL �2)3 li 7-r-.Vj 0 MH TOP= 7 RCp rg) 2.39% ST Tl� 164-31 P 2 ST U) BENCHMARK grl% IF @ t LU STRM MH-,TOP=466.85v (n U) Q� 24 .4 5' ST RCP @ 2 z LU FF 11 T ya �Y. 4 SIT 0 -0 1 1/0 r "- :.. . r _.__V) LV 241 U U ST - ST ST 2,4 71' 118.05 L.F. 24" RCP-(g 0 LL N 3 0 LL 18" RCP ti- -1 1 Ls rr t I I I/ -z- _,;� 5*00'00" E 125.56' LU LU r U) JOB NO. 92036 SCALE 1 "=20' ;HEET NO. 2 ROUTE 29 (NORTHBOUND) SEMINOLE TRAIL VARIABLE WIDTH PUBLIC R/W / PROPOSED WATER / LATERAL CONNECTION TO / / EXISTING WATER MAIN \ \ / PROPOSED 1" Fri` J - WATER METER , \ \ \ ^� . •, r' !1 1 SCOTT R. LINS Z Lie. No. 035791,E 8/11/21 o��SSIONAL E��l� W r --t - - ---@--M 1 M M() M M MGMF- -- - -- EXISTING Wgl'ER MAIN TO BE 1�1f - �- � � �'� � � � O O � n REMOVED AND REPLACED WITH A ' % { ` -' g V V U) EXISTING FIRE HYDRANT r : , NEW 2" TYPE K COPPER SERVICE ( { %' m % TO REMAIN �0 / - i\� ' F1 O 0, LINE LATERAL �' I �� / _ ? - \ \ , � Ow �. -�7= . ­­'­ ­-1-1- 1 � I fl�l -1 \ 0 0 Q PROPOSED SANITARY SEWER y j EXTENSION TO THE SUBJECT 20' ACSA UTILITY I / / EASEMENT PROPERTY - • DB.5508 PG.415 a / TMP 6f-134 ' / CAVA 520UPNTRY BANK 43 B`327 PG 228 (PLAT) ACSA GENERAL WATER & SEWER CONDITIONS / 'DB 468 PG 456 (PLAT) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. 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. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 201.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). PROPOSED S1 ACSA DROP CONP SEE ACSA S1 DETAIL TI 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. CONTRACTOR SHALL jNS ALL THE PROPOSED SANITARY SEWER VIA AN OPEN SAW CUT WHERE ITS / ALIGNMENT IS BENEATH THE EXISTING PAVEMENT. e AFTER SEWER INSTALLATION, THE PAVEMENT SHALL e BE REINSTAL ED AND THE EDGES SHALL BE MILLED &� OVERLA!q WHERE THEY MEET EXISTING PAVEMENT. i e / i -IG � e i RA�PHIC SCALE r- 20 / 0 10 20 / 40 � r ( IN AET ) 1-inch = 20 ft. 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. c� O O'- 480 �; 480 LOB%// N LO_ L ld-ZO 475 PROPOSED GRADE S z> 475 N OO �_ N X = __ N cD (DRN�-S/L) 3 I = LLI -� O _ O O 1 N L0 q - 00 'Y(WV,� T� W`� 470 0 N rN MO 00 M Vr '^ I - EXISTING G(?ADE - ' T DRNGTS L 7 470 If)� ��1'� _ 0 00 U7Ln L (D �0r- LO d 12 0 d- O) LO d N 6 - N L0 O d N'q- LI) . - + � F_ W + Z ON CONTRCTOR ATERTIGFIT-MANH PROPOSED S MA ALL INSTALL LE FRA HOLES A E & COVER`_ 00 O �rj F- N � Z � - `J - O --- ¢ ]) _ - Z Z --� � � - - I- - _, - - -- - - - -- - - ^-- i- - WATER FROPOSEiD 2" TYPE LATERAL CROSSING. SEFjARATTO K SO -REQUI�ED=i.5 COPPER MINIMUM � .-- _ 1.G' r- c- 4 46 5 + C'4 ? z O N d O ¢ A CORDA( CE WIT ACSA STD. i2 & #3 INV DErA Q L 2 I- � / I I (W L-S�L) r 0 d )> j Z Z TD-32. SEE SHEET 7A FO DETAIL. Z Z _ _ I 26 pV 46 5 „ 4 SDR26PVC 44.73 LF ® 2.77% _ ] > V)Ezz �I i / / 8^SO R 2.2 ®, /l i _ (2.08% MIN. SLOPE)- 460 T I 3. CO AT BLDG INV 0 I T. TO 460 MI M 5 = 68.28 ( RNG-S L) 455 8" SDR 26 PVC 455 ANDD R 8" SDR 65.24 26 PVC LF © 0.53% 8" SDR 26 PVC 168.65 LF @ 0.50% 87.19 LF @ 1.13% R`I`I �� ��� IC-sC-A I I ECT 5 I 2.5 5 10 ANDARD -28 FOR I SEWER CROSSING. CONTRACTOR HALL FIIfLD - - j I I I I - 8 SDR 26 PVC TPFROXfMATE-LgCATION-PF-EXISTING-STO�M- ]C�ROSSING EMENTS. 450 32.44 LF ® 2.06% VERIFY XISTINCI STORM EWER INVERT AT I PRIOR TO ORDERING SANITARY ISEWER ( Ifii FEET ) 450 STRUCT RES. MI IMUM SEPARATI N REQU RED=1'. 1 iUCIL= 5 ft. 445 EX TOYSRUS-1-1 STA: 0+00.00 RIM:461.68 445 -- - -- -- - - - -- ---- HORIZONTAL GRPHIC SC LE - 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 (SE)=442.28 (TO REMAIN) _ INV IN (NE)=441.83 (TO REMAIN) INV OUT=441.73 (TO REMAIN) IN (IN ) 440 1 inch = 50 ft. 440 J J Ln CO 00 cD ( 0 W W co _- N to co cD -t cD co cD cD cD cD co CD I- O � C3 d N 00 w 0 -q- _- d �- 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 TOYS RUS-1-1 r_murwtU UKUJJIING & I U VERIFY THE 1 )\ '� s ,;' -EX MH (SDR 26PVC) \ / CROSSING SEPARATION. ANTICIPATED STORM w �.' ,; ` { cp ) / INVERT=453.8'f. Z o 0 _ �� ----'-----' E,X ToysR1Js-1'--1 (SS) y INV IP (SE)=442.28 / 69° \ INV iN (NE)=441.83 - / INV/ OUT=441.73 / - / � 20' ACSA UTILITY �\ I I / EASEMENT % DB.5573, PG.284-287 w H U) z_ LL L In O W w a � JOB NO. 192036 SCALE 1 "=20' SHEET NO. 4 / / STRM Pi H / TOP=464.63 / INV IN (24") =458.43 INV IN (18")=458.33 / INV OUT=458.23 _ - 6,4-- I I I I I I I - I l I I I / �P_ U.S/ROUTE 29 (NORTHBOUND) o I I I / SCOTLINS'� SEMINOLE TRAIL O RIABLE WIDTH PUBLIC R/W v Lic. No. 035791 /' 1� / STRM MH I / / o8/11/21 �S`SIONAL FAG a // lOP=466.85 j/ 1.5.�54 LF 181 RCPC.� � � � f / / / I ( i INV IN (18"x2)=460.75 8.7/V ` STRM MHI / \ I=4/61.16 / INV IN (24")-460.70 � � ( STRM MH � �. ( EX 1 (SF �M Di) \ / INV UUT=460.65 STRM DI / I TOP=469.64 \� \ `. TOP=471.�9 / o IN IN= 70.21 / . ( TOP=4nH�4� l INV IN=464.09 �,.. �� INV IN=466-3A \ / m IN OUT 470.26 ! 1 I / �. �. 470.00 EP -INV OUT=466.0�' . � , = \ INV OUF=4o4.09 471.00 EP 471.69 TC �. 469.00 TC \ � � c' 468.67EP 471 36 E W W W _ a / _ A' VU T x. \ 1 o / r / / f / f / DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. D 00.) 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 15.77 9.51% 475.00 475.50 HDPE 104 Cleanout - 8" 477.75 103 60.78 3.29% 475.50 473.50 HDPE 102 Traffice Rated Cleanout CG-2 8" 476.12 101 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 17.52 3.20% 473.50 472.94 HDPE 6 Modified VDOT MH-1 - - 475.57 VDOT STD. IS-1 REQ'D 5 16 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 16 42.35 0.50% 469.46 469.25 HP Storm 2 1Modified 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 1 1 1 1 Modified VDOT MH-1 CG-2 - 474.79 VDOT STD. IS-1 REQ'D 7 1 15 47.54 3.05% 1 470.45 1 469.00 1 HP Storm \ / \ TMP 61-129 \ I \ N/F J.C. PENNEY PROPERTIES. INC / OB 4355 PG 625 CL Uj LU zz / LU \ \ \ \ I STRM DI -_ \ ��� ! LU W TOP=505.57 ` I \ ! lX, I czn INV-500.98 JOB NO. 192036 \\ \\ \ \ \\ \\ \ 25.E C: . 15 RCP 5" RCP -T / ! / / GRAPHIC SCALE \ \ \ \ \ \ \ \ @ % .. % f� j ! / = " f 20 0 10 20 40 SCALE STRM H \ _ / IN FEETSHEET NO. ..----------._. T0P=504. STRM NI 1 INV IN=49p l /i0P=50�.60 // I 1 J 1 fah- 20 ft. - \ \ \ \ Ii\I / INI_-AGl r.v / inn, I INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 14.00 (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 0 w Iz N o a W 75 2 Q 0 " .2 U Y w @ w o c) 3 X W 2 a) c 4, T N m U U Q w- O ` U (6 y > 4 O i- Oi i O @ O X 2 C0 = + X (/A �' :3 3 O N > ` U 3 cD ZI Q Cr Q CU Q > J Q U U CT a a rn Cn rn rn I- W C6 U) W d a 4 3B 6.0 0.07 0.70 0.049 0.20 0.00 1 0.20 1 0.0380 0.0380 2.0 0.0380 1.0000 1.89 1.00 2.0000 0,0833 0.1213 5.08 1 1.18 1 1.00 0.20 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 16.50 (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 a o o U N = Q n 0 v 2 O m ..- v U w rn N E -2 N + _ U N m y _ a) s a rn o 3 Lo 2 o X W o ' _ a) _ Y 0 U 3 a 319 c ° m m ~ o g m U m _ _ X c U }� ? x rn 6 3 U m 4 i O µ-, m 0) 0- N '� � I� II ;li c w U m E FL > Q ( U C7 a C1 CO to 'S rn <n I- w d &) C0 Li 5 a m � 4 36 6.0 0.07 1 0.70 1 0.049 0.32 0.00 0.32 0.0380 0.0380 2.0 0.0380 1.0000 2.26 1.00 1 2.0000 0,0833 0,1213 1 6.23 0.96 1.00 0.32 0.00 PIPE DESIGN In = 0.013 for RCP In = 0.01 for HDPE Pipe Hydrology Pipe 7 m v 75 12 w U f6 N 7 O L U rn m (Uo_ m' U > a� m c c E 7 % L_ o ca t� olu E E N O - > 3 LL > LLL. lY 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 10.95 475.50 473.50 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 (F'1`) PERIMETER (FT) A (ACRES) C I (IN/FIR) Q (CFS) 106 15" N to last Yard Wet 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 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 fnlet - 50% clogged 0.32 2.70 0.02 0.35 4.0 0.03 0.3 WEIR FLOW 108 15" N to last Yard Inlet - 50% clogged 0.32 2.70 0.02 0.35 6.5 0.05 0.4 WEIR FLOW 110 15" N to last Yard Wet 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 Desim Year: 10 Proiect: SIeeD Number Job #: ##### Prenared hv- 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. vo lm P p.1 INLET S I ON OUTLET WATER SURFACE ELEV L,, D. Q. ZW Sr. Hr JUNCTION LOSS FINAI H INLET WATER SURFACE ELEV. RIM ELEV V. H. QIN VIN Qi*Vi Vie/2g Hi ANGLE Ho Ht 1.3Ht .SHt 470.00 47.54 15 1.22 0.000 0.01 6.3 0.2 8 1 1 1 1 1.6 3.3 1 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 14 1.0 7.7 7.38 0.9 033 180 0.65 1.02 1.32 0.66 0.66 472.31 475.20 470.00 8.23 1 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 14 1.0 7.7 7.38 0.9 0.33 180 0.65 1.02 1.32 0.66 0.66 472.31 475.20 472.31 75.10 36 0.49 0.000 0.00 2.1 0.0 61 1 1 0.4 5.0 1 2.10 0.4 0.14 90 0.27 0.431 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 11 U 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 1102 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 1104 1 1 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 1 0.95 10.0051 0.08 9.5 0.3 1106 1 1 1 0.00 136 0.00 0.35 0.45 N/A 0.53 476.99 485.00 r)RAINAC;F AR FA PI AN crm r- vll qn` i 1 11 / iRAPHIC SCALE I .0 I Structure Area (Acres) Cw to (A/En.) 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 1 5.0 PROPOSED AC FOR INSPECTI PROPOSED LOWER 012" HP STO EW-6 (OUTFALL INVE UNDERGROUND DETENTION SYS 100-yr PEAK DESIGN WSE 10-yr PEAK DESIGN WSE 2-yr PEAK DESIGN WSE 1-yr PEAK DESIGN WSE PROPOSED 036" HDPE STANDPIPE (STR. 2 TRASHRACK TO SERVE AS THE RISER STRUCTURE. SE ON THIS SHEET, OR EQUIVALENT, FOR TRASHRACK. F ELEV.=470.65. RISER TO HAVE ONE 1.25" LOW-FLOVI (INV.=469.00). RISER INV OUT=467.00 (TO EXISTIN PREVENT FLOTATION THE RISER BASE SHALL BI EMBEDDED 6" INTO AN 28" THICK REINFORCED CC FOUNDATION THAT IS 6'x6', AND BURIED BELOW C STR: EX 1 (STIR EXIST] STA. 0+I TP= 4 INV IN: 466.19 TC INV IN: 466.34 (TO REI INV IN: 466.09 (TO REI r MWATER FACILITII ,-MAIN-TENAIVCE EASEMENT 5485, PG.390-393 I DETENTION BASIN B DRAINAGE DIVIDE. SEE SWM PLAN FOR DETAILS STR:2 MODIFIED VDOT MH-1 STA. 0+61.62 TP=474.00 INV IN: 469.25 TO 4 INIV nIIT• AFC] 1� Tr) / U.,�. ROUTE 29 (NORTH90UND) I // SEMINOLE TRAIL) VARIABLE WIDTH PUE LIC R/W I I / �W W r - + , ETENTION BASIN 'B' (TOTAL AREA TO STB. 20 = asp` sr sr ❑ o oN / / T / - ' I V A 4. / \ ~ / I _ N N 00 N d F o O COoo o =0o > Op~� 0 > t- 00 CO O Li O CO Ln O I, LnLn(�� co l� w t� O �rnrn IDCO ,.�O�C9�4 0 C7;� J + N �, ~ ~ O Ln -t- d- ~ �t m oo �Dzzo T L6 o V)�zzzz �L zzz 12" MI . COVE OVER UGD CESS MH w/ STAIRS SYS E\TYP. ON & MAINTENANCE. _ 480 i I XISTIN GRADE 480 tM PIPE WITH VDOT STD. / RT=469.00) TO SERVE AS / FEM 'A' PRIMARY OUTFALL D-- ----- / D E I 475 475 =470.87 _ E ERGEN =470 77 O�/ERFLOVI�/ =470.67 110 BYPASS, TO STIR. 8 =470.63 - )0) WITH PROPOS. E DETAIL 470 Y A DOWN SERVE A ISER RIM I 'ORIFICE SYSTEM �FIRMLY SLOPES o CO-5 07'z NCRETE -- - -------(-QG-�5----•-36" HP STORK ROUND. 36" HP STORM PIPE 75.10 LF ® 0.� �A DI) 4 5 Ll 42.35 LF ®.0.50% 1 4651 JG DI RESTRICTIVE WEIR PLATE AT LOW POINT, INV.=469 )0.00 DRAIN THE SYSTEM. SEE DETAIL ON THIS SHEET. 71.69 12" HP STORM PIPE, 8.23 LF ® 1.827. 200 SEE GENERAL SWM FACILITY NOTES #2 & 4 ON THE PREVIOUS SH -- -- MAIN) 460 12" HP STORM PIPE, 34I71 LFI O 2.33% I 460 �w rn r- ao co 00 ww tea; 00 CoLO w ILL 0+50 1+00 1+50 2+00 GENERAL PROFILE NOTES: i. ALL FILL TO BE PLACED AT 9,5% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 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. 480 PROPO STR:8 MODIFIED VDOT MH-1 GR 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 ® 3.057. - :D SERIES OF 36" HP STORM PIPES WITH STREAM RESTRICTIVE WEIR PLATE TO 3 PROPOSED UNDERGROUND DETENTION 470 'A'. 30" HP STORM PIPES TO HAVE 0.50% NITH A TOTAL LENGTH OF 117.5' PIPE SEE GENERAL SWM FACILITY NOTES- 50% #2 & 4 ON THE PREVIOUS SHEET FOR CO-5 DESIGN OF OUTLET PROTECTION. (DRNC-S/L)) �46 25', TO :ET FOR DESIGN OF OUTLET PROTECTION. UGD SYSTEM AND DETENTION BASIN w i PROFILE SCALES: 1"=5' (V) 1"=50'(H) 460 L o 00 d 0+50 0+75 BYPASS XISTIN, GRADE 480 475 STR:4 MODIFIED VDOT DI-313, L=6' STA. 1 +03.97 TP=475.20 INV IN: 469.56 TO 6 INV IN: 471.56 TO 102 470 INV OUT: 469.46 TO 2 INV OUT: 471.50 TO 8 36" HP STORM PIPES, -- -- - PART OF UNDERGROUND DETENTION SYSTEM 'A' 15" HP STORM PIPE, 5.83 LF ® 16.29% (EMERGENCY OVERFLOW/ BYPASS) PROPOSED ELEVATED 015" HP STORM PIPES ALLOW MORE SIGNIFICANT & LESS FREQUENT STORM EVENTS TO SAFELY BYPASS UNDERGROUND DETENTION SYSTEM 'A' 1 4601 SCOTTR. LINS� Lic. No. 0357914h:.. 1% 8/11/21 o lsl _ZONAL E��1 l z z F J LU LU ` O O Z m U }U I- Cn Z Z - �- 0 0 ` UJ O O Z`U°UV)(, W o IW- w w 22 OoJoo� Q Q t > IL O O L LU Q Cn U) Z Z F O F 'O ^^ v1 � C LU > > c CD r] i] .--r C � � O� r*� 00 m 00 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 I, 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 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 COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T 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 ROADWAYIS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VD0T 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. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA T/ON 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. Z UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). MIN l OF 4"--7 2" R CURB 4 13" a. ° ° a d 4 q d .q a 7" - 1 -1- 6" 1 2' STANDARD CG-6 STONE#57BASE6 UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE 3000 Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.-\ �-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 12 REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN RESERVED PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - ? ` WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES vAN ACCESSIBLE F_�--REQUIRED PENALTY SIGN WITH WORDING AS BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE ,--- TOPSOIL AND SEED T 0 I N 4" MIN. I__1 -0 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 ITITFITITITITITITI INTERMEDIATE COURSE 11111111111 5" 21-A \ / // / /\/ /// // // / BASE COURSE \ \\/j\\�j\\%��//j //�/�\/j��//j�� COMPACTED---' SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE SURFA BA ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING :...:.:.:..::.:..:.:,.:::.;>:.::..::. ..:..Jill PAVEMENT EX. STONESUBBASE COMPACTE SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCA77ON SIDEWALK FACE OF CURB BUMPER - :T BLOCK F//z18, PAINT 4" PER MOT 4" PAINTED SPEC. g• 1 8' 1 9, STRIPE (TYPICAL) I- MIN. I MIN. I 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 A117.1-09. 13'x25' CONC. MIN. 12'x20' CONCRETE DUMPSTER PAD DUMPSTER PAD F 7" THICK - 3000 PSI CONCRETE .1 .' - - .. �_ • e a '. �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 `-6" COMPACTED 21B STONE BASE 1--rTr 1 / A l IA I /1 ! r A / r- PY!-T A I1 NO SCALE TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAY BE PLANTED ADJACENT TO MALL, BUT SHALL UTILIZE V+d'ATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL LOW -PERMEABILITY SOIL FILTER FABRIC STRUCTURAL 7° BACKFIL.LL i �� 1- a Ills . *4 III ., � 1 41 I=1 I 2'-0" 1. �. �- TYPICAL ` 4 " I El I I FINISHED q I GRADE ° FEII 15 DIA. DRAIN TILE_ 6 10 21_oll OP 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 SITE ° WALL X-4LL R,4IL F141�S''T�NING IJ�'T141L NOT TO SCALE 13'-0" '-0"5'-0" '-0 1'-0" (T1P.)� STEEL BOLLARD (TYP.) (SEE DETAIL THISRSHEET) T ... °.:.j 6'-O" a q° ` • .�. 4... -?.��. . (TYP.) d ' ® I ° d� o A -' B . PAINTED BRICK ENCLOSURE TO MATCH d PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) A ° . q STEEL BOLLARD (EXTERIOR) q: (TYP.) (SEE DETAIL THIS SHEET) N 'WOODEN (�) 5.n . a. 'DOORS DUMPSTER GATE (SEE DETAIL THIS SHEET) 45' CHAMFER 13'-0" DENOTES 8 C. Y. DUMPSTER „ I „ 6 -0 (L) X 5 -6 (W) X 6 -8 (H) LAYOUT _ (2 PER DUMPSTER PAD) NOTE. BROOM FINISH 6"x6" W2.lxW2.1 WELDED L2" WIRE REINFORCEMENT T 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. Z 13' - 0" Q e 1 x6x6 TREA 7eD BOARDS /-BOL TED TO IRON FRAME STEEL BOLLARD (EXTERIOR) (TYP.) (SEA ».. DETAIL THIS SHEET) ! I I .:X lri QF� C- (SCOTT 1-11 R. LLINS Z U Lic. No. 035791,E o� 8/11/21 O��SSjONAL E'�C'1� z z -1 O O z E U U � z I- 0 u g O O Z o W W W O Z o a a a t�l W � 0 Q U) Z U Z � O O � H to U) i 1 Luly- ce 0 0 0 .-•a o di T-4 .-i N N .--i r-1 00 m ;6. 1' WWRFWM r 3/4' ilk PrE mupUN4 of KOTF- OVA UaLex, �1FI CSIPP€R C lion, .131E SERVICE I j SAUG AS W AL Ur U SO CN RM FWE 118 BENQ CCAIFLGdSA FOR USE ON ATYAfsffD tWdtA FA mLy RIZIC N7141 SM41CM 9A tkFhi R.54DMAL AND IR=AJ7W sEjj4g;M 1' CONRAF59I N r 3/4!* MALE PIM G9 MUM OR APPA0W EQUAL FOR U&E 01 DETAQ0 51kIAE FAMLY l-51M,T" %RV7CE WERE AN RRRIMMON ?AM 13 NDT FROMDED. h' F _.�,` '--��� STT�PP' % 'i}• s�,�,,`�1 —"sous n� `, �u14 +� 9usr uNUt •-� ,; .�,��;- #' rwxctEA i711Pi11 �>s, �r TYPICAL. SERVICE LATERAL INSTALLATION 5/8"" & 1" METERS) NTS FIG'. W-6A OF— COVER LIFT NOTCH 12 WATER CAST IRON LID d NOTES. (1) A. 1-3/4'` DIAMETER HOLE 15 REQUIRED IN THE Lip FOR TOUCH READ METERS, 32 T { 1/2'`" DMA v 7/1a- ;m U ] I4 nml Isl TYPICAL METER BOXES (5/8tkI'j METERS) NTS FIG. W-7 TD-13 13/1 �;79 22 13/1 15�II�T,ti 154Mm Pe2 I/R. [ `•Bt�trry3 rtra 0 2' [ 1/nm�'� 9/16" 1 A OF GIB( r (" t4rr1m) SE07ION WEIN1 4+' (1Irim) QIA 1 i /2d1I i rrI 1 ,1 ,., L 1 DIA B rTIPP% [1Arrun 43 DLL. STA4N Lt :STEEL ROD F1.. j VLi;w rI 1. ALL MM14MU hhTTiaj 14:U MkIRE FL09WLAIN OR L4Cr1IED IN AW-kS mefftl 19 FIWE)M SHALL MA,'C I-AT€e�TI�F FE7A�ME Es �h'>�fi. 2. ALTONAI qMW FOR WA [ G4'�3 '�1L � �CIN � ��p�, I CO AI.L BE FI7€E[i TO MGMq L 9hIG ffiel$ N �I'I GIiAR ASSENSLY. P I OAL WAT ERTI GHT MANHOLE FR-AME & COVER PI,T,S FKIt- W-2 f�BL�R I� otI961C1� IFArf 4ctD111 r (2) " 514 Ib 1-m w 43 madl la Nvr HX -11 zm I PART# 81.E f 09tR LOCK LUG A SRAM-T FRAME & COVER (SEE FIG. S-1-0.Q STREET SU RrACE OR NON -PAVED AREA SLOPED AREA RUBBER COATED STEEL �h�0� MIN QAST IN PLACE PRECAST RFANFORCED Y CONCRETE SECTIONS 12"- pll1 ro04 RING SEALS d 16' MAX MINIMUM ELEVATION DIFFERENCE ACROSS 1A.H. 5" 4*-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET., DEP EI t1 ' 1 i.Ci'wV CONCRETE-� �FaLL ET3 ; VARIES CHANNEL TO PE 3/4 DIAMETER OF CONTRIBI TING � SEWER_ � g 'I ;1 12 A FILLETED INVRT F A SMOU ' < TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SITALL FEE FROVIDED. MIN. 6" BEDDING NOTE : W1 NO68 sioNE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHAI I_ BE 5RECIFI+CALLY DE`LERMINEP BY THE CONSULTANT FOR THE SOIL GON171Ti NS. 2. THE CONSULTANT VdLL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED RASES. 3. ALL JGINTS, LIFT HOLES, INLETS, OUTLET$ TO BE SEALED GROUTED INSIDE AND OUT, TYPICAL, MANHOLE SECTION SHOVING BRANCH TIE-IN tq.T.S 40, —I —A T"'D--25 FRNdE & COWER SEE FIG, S—I—D, E STREET SURFACE OR I~iON--PAVED AREA SLOPED AREA V-0„ MAX :.` RUBBER COATED S IEI L STEPS CAST IN PLACE PRECAST ' ^ ETE SECTIONS MINFORCED PTH "00 RIGG SEALS a® oft APPROVED EQUAL 3 0 MIN ` 1 THE DROP CONNEC710N MALL BE DUCTILE IRON PIPE (CLASS 50 �' ► 5h DACKF1LLED IN 6`0 LAMS k1b COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF —COMPACTING 16" MAX STONE A MINIMUM ELEVATION DIFFERENCE VAfRIE ' _ 12"MIN 12'MIIN ,� ACI QS� ;a M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH ' > " TRANSITION OF FLOW BETA' EN .• ; , INLET do OULET RIPE SMALL BE ' t ' 'oI2GVII3EIJ, 3/4 CIA DF LARGEST PIPE IN MANHOLE PAIN. 6" BEDDING Will NO. 68 STONE NOTES: 1_ BEDNNG THICKNESS REQUIREMENTS SH0V*I ARE MINIMUM AND SHALL. BE 5PECIFICAU.Y DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2' THE CONSULTANT SHALL DETERMINE WHETHER MIANHMS SHALL HAVE EXTENDED OR NON -EXTENDED BASE'S. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTFI] INSIDE Mo OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEMIRS `MTH STEEP SLOPES. TYPICAL MANHOLE wrm DROP CONNECTION NTS TO-28 3414111 PSI sr'VIY51. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1- MIDI 1 ; BRANCH r r r FLEXIBLE CONNECTION N@TE: WITH STAINLESS STEEL ALL CONNECTION'S TO BAND EXISTING MANHOLES SHALL BE COREI0 AND A FLEXIBLE CONNECTION " B ©0T " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS (SIG. S-1-8 TD-, 27 SEWER 9ERV10E LATERAL CONNECTION NOTES: 1. 'taliERE A SEWM SERVCE LATERAL Q"IEGTS TO A MANHOLE ARIL`} NO INVERT ELEVAT10 FOR THE SER14CK LATERAL IS ItIIMCATED , THE TOP (GROWN) ELEVAIION OF *THE SERVICE LATERAL PIPE HALL UE AT LfAST Oat' F9GHER THAN THE TOP (CROWN ELEVATION OF THE THE LOWEST PIPE CONNECTF-B TO THE AM OLE 2. SEWER LATERALS TAPPED INTO AN EXIS'nNQ SEWER MAIN SHALL BE CONNECTED USING A PIPE SA00LE 3. Ir IMMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% IL (1/4' PSR r00T 4, ALL SEWER LATERAL5 SHALL HA A MINMUM COVER 2' WIN DIANI TER OF 4'. 5. ALL s�:Kk LATERALS SHALL HAW A 41INIMUM COVER or FEET. SALT TREATED n"ISHED CROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL. ECTI 45.4 p a IN LINE WYEy-TEE PLAN VANES SEVtER SERVICE L.ATRAL CONNECTION I.T.S. FI9, S-2 ° m �Ile, -R Y° " r W Ig E r- mb u i E Wn T ) Lu 0 0 TYPICAL MANHOLE FRAME & COVER NJ's FIG abD TD-31 REMIAININIG BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY I�IMENSlL7N �4"I�41 AL KFiI,�.* O"IulINI (6� I,IF`TS} EMBEDMENT 1T * THOROUGHLY COMPACTED SPRING LINE BY HAND DR AIaP'ROVED OF PIPE MECHANICAL TAMPER oe NO, 6 8 STONE BEDDING 6" max �- "► 4 min FOUNDAT10N (SHALL BE REQUIRED WHEN SOIL CONDMONS; ARC UNSTABLE ALL RIPE) NOTE I. JOP'EN CUTS IN PAVED AREAS 'WI'l'I<IIN EXISTING VVOT RIGHT-OF—WAY SHALL BE BACKFILLED ENTIRELY WTH Na. 21 A STONE. 2, rop DUCTILE IRON PIPE THE 1907TOM OF THE TRENCH SHALL 13E SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING 01F No. 68 !TONE SHALL BE PROVdDED ' 3. %PERE ROCK IS ENCOUNTERED PIPE -SHALL BE INSTALLED ON A MINIMUM 6'd BEDDING OF N'O, 08 :STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. 8--3 TD-34 cL 1c�15r1,�t1 Yl SCOTT R. LLINS�e4 Lic. No. 0357914� z z F uj Lu �—, O O z U U E O L D z z n = = c O O Z u o wwWL o z U) a 0 - a a F■1� z_ / UL O O U LLJ J c ~ o E o c > z F••� U) U) L i-1 H WLuLu Lu o &M O � O � >1 N N .-, r"00mGo R Lu rH^ V / Q z H u— W V) ~� H /� Q V 1 f -- 06 0 cn w L_[000 Q o = z U 1 WM W ZD z ui W —i V J w O W a v=i 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. 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 BOARD FENCE 1. CORRECT TRUNK ARMORING oA No TRIANGULAR BOARD FENCE Source: Va. DSWC Couuty of,Ubeluarlc CouservatiunPlau Checklist —'Co be placed 411Landscape Plami (Ilandbooh, pp III-284-111-297 for complete specifications) Plate 3.38-2 1. 'file following items shall be shown on file ulauc � Treesto,b�savad; ® Liurils ofcleariaal; (ouLsido daiplina ot'trees to bn saved); ® Location and type, of protectivo fencing; Ell Grade changes requiring it wells or walls; Ell Proposed trenching or ttuutelirg beyond the Bits of clearing. 2. Nfarldaus: 0 All tretcs to be saved shall be marked with priat orribbon at a height cltariy visible to equ pment operatois, ® No grading shall begin uaatil the trey marking has been inspected and approved by a CountyInspector. S. Yre CunsfruclionCunl'ereure: U 'free preservation and protection fnewures shill be reviewed with the contractor on site. 4. Eonipment Operatlonaud Storage: Heavy Lquipi feat, vehicular traffic and storage of ouastruction materials including soil shall not be pentdtted Nvidain the driplines of trees to be saved. a. Soil Erosion and Stornnvater Detention Devices: © 8uch dayis shall not adversely affect trees to be saved. b. Fires! U Fires are not penuided within 100 feet of the dripliae of trees to be saved. 7. Toxic Materials: U Toxic materials shall not be stored within 100 feet of the driplina of trees to be, saved. 8. Protective Fenclne: Ell Trees to be, retahied within 40 feet of a proposed builduag or grading activity shall be protected by fencing Fmcing,�hall be, in place and siwli be inspected turd approved by a County. Jiaspactor prior to grinding or construction. 9. 'free Wells: KI When the gretuid level must be raised within the driplino ofa tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. 'free Walls: �.l When tlae grumd Tavel must be, lowered withtin tha driplina a trey to be saved, a tteo evall shall be, provided;, and a construction det'uil submitted for approval it. Trenclihae and Tunneling: Ell When trenching is required within the limits of clearing, it shall be done as far away trout the trunk, of trees as possible. 1 unaelinag under a large tree shall be considered as an alternative when it is anticipated Unat necessary trenching will destroy feeder roots. 12. Cleanup: KI Protective fenciag shall be the last items removed during Use final cleanup. 13, Damnretl Trees: A Damage trees shaft be treated uaunediately by pruning, fertilization or other Lndhoda reconunended by a tree specialist. NOTE: l'1' lS' IlE llEVELOPER'S RESPONSIBILITY TO CONFER WITU TUE CONTRACTOR ON TREE CONSERVATION KEQU1RE,NEEN-15, 08/11/2021 OWNER SIGNATURE (DATE) CONTRACT PURCHASER sIGNATURE (DATE) 5/1/06 Page 1 of 1 U m SEMINOLE TRAIL — ROUTE 29 0 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) PROPOSED 8' GRASS PLANTING/UTILITY STRIP m PROPOSED LANDSCAPING PROPOSED MONUMENT AND STREET TREES SIGN PROPOSED VDOT w w w 94"L x16"W x72.5"H WW w W w w— (4) PY 11 AB 5 IC I �_ INAB IV EXISTING BANKIL BUILDING AND I CAVALIER COUNTRY BANK DB 527 PC 43 ` DB 327 PG 228 (PLAT) DB 468 PG 456 (PLAT) a "Z I I THE PROPOSED E D OF THE EXISTING RETAINING WALL SH ILL HAVE A CLEAN FINISH WITH MATERIALS MATCHING THE EXISTING WALL. EXISTING TREES TO REMAIN if omilp �I EXISTING TREES TO REMAIN 2) PY 5) IV L NDSCAPING PLANT SCHEDULE TH 0�� O SC OTT R. LINS' 4 S M BOTANICAL COMMON NAME SIZE CANOPY (si) QUANTITY COVERAGE (soj' TREES QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 4 1,884 PAI P LATAN US ACERI F LO RA LONDON PLANETREE 31/2" cal. 422 3 1,266 U Lic. No. 035791 AS ACER SACCHARUM TEGACY' LEGACY SUGAR MAPLE 21/2" cal. 195 3 585 �$ 8/11/21 AR ACER RUBRUM RED MAPLE 21/2" cal. 452 3 1,3560 1 SSIONAL t UI�DERSTORY TREES PY PRUNUS YEDOENSIS YOSHINO CHERRY 6'-7' ht. 1 99 1 7 1 693 EVERGREEN TREES M MAGNOLIA GRAND IFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 82 10 820 TJVM MAGNOLIA VIRGINIANA JUNIPERUS VIRGINIANA SWEET BAG MAGNOLIA EASTERN RED CEDAR 6' HT. 60 9 540 4'-5' HT. 62 10 620 1 'Ell IN ILEX x'NELLIE RSTEVENS' NELLIE RSTEVENS HOLLY 6'-8' HT, 44 10 440 In z U z LU a Sr SHRUBS AB ABELIAGRANDIFLORA GLOSSY ABELIA 24" ht. min 14 37 518 C,a IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 24" ht. min 64 37 2,368 LU �— -CS CORN US SERICEA RED TWIG DOGWOOD 24" ht. min 72 37 2,664 o U o U In N e IC ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 38 532 0 0- V) w 0 � z o- O V) w O U) w o S w EXISTING VEGETATION Existingtreesonsite 16,800 TOj AL CANOPY 31,086 —PROPOSE P L 12 JV TMP 61-129 N/F J.C. PENNEY PROPERTIES, DB 1908 PG 726 DB 4355 PG 625 5 IV 0 0 SWING OFF I E CHAIN 'E E ALONG OPERTY 1) AR D EXISTING TREES TO REMAIN C) ce 0 J � ¢ o Q z (� we,' ~ O w TREES UP TO 4" CAL. SHALL BE STAKED r/ Q Z Z v7 Z p Z WITH 2-2"x2" HARDWOOD STAKES. —+ 0 O O TREES OF 4" CAL. OR LARGER SHALL BE > (n U) V) GUYED WITH 3 EQUALLY SPACED, TWISTED, j j H Uj In AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. v7 REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" 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 Evergreen Tree Planting Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2%2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE 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 Tree Planting and Staking_ Detail Not To Scale 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 TRANSPOR TA TION. 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 7RIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODA TE PEDESTRIANS LANDSCAPING CAL COLA TIONS TOTAL PROJECT AREA 0.908 AC): 39 552 SF CANOPY REQUIRED 107.: 3, 955 SF PROPOSED NEW TREE CANOPY 14,286 SF EXISTING TREE CANOPY TO REMAIN 16,800 SF CANOPY- 31, 086 SF STREET TREES. TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE.- 160 LF CL TOTAL S7REET TREES REQUIRED (1 7REE PER 40) = 4 TREES TOTAL S7REET TREES PROVIDED = 4 TREES INTERIOR PARKING CALCULATIONS• Io, S.)' TO TA NEW PARKING AREAS AND 7RA VEL WAYS = 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 7REE PER 10 SPACES) = 1 7REE TOTAL INTERIOR LANDSCAPING PROVIDED = 2 TREES GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. CD ,--i rn 00 L9 z m w m �— � N H A v, m N O z 01 N H LL Uj 11-4 z 1--1 > C!1 V L9w W V � C) z ,,-4 � Q .__I U U � Q I Q z w U J Ul W �.W/ W co J z mow/ i--�I CL UJI �► Uj O O .� 0 N ' ^ V w O f� a w _ to JOB NO. 192036 SCALE lit = 201 SHEET NO. 8 Type: ws2 Job: SLEEP NUMBER CHARLOTTESVILLE Catalog number: WF2318L3KUV-aL WF23 / 181-3KUV / BL / FiMt Ekctkc lMcJule Finlsl, CPU.", 1 5or: p8g 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 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 I 7/+ 10%z -j are minimum % depth and 3/s" 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: Flat tempered glass, 3/a" 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 5100K. J-box in wall byothers LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to iShallow Cm.1 if Face 277V vvith a t 10% tolerance. A0°F starting temperature. All drivers are Surface;.tytounk Underwriters Laboratories recognized. Finish: Each IUrninaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isacyanurate (rGIC) polyester powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Cray, (LG) o Light Cray, and (CC) Custom Color (Include RALC). 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;w1th 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 HueaEr_ ETL, to UL 5tandard 8750 1 IP66 Rated I CE I 25C Ambient 15ultable for wet locations 1,$.PATENT$;0385,054,D381,452,D378,621 KIM LIGHTING PESERVESTHE HIGHTTOCHANGESPEGIFICATIONSWITHOUT NOTICE. ® 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745.1788 • TEL: 6, 6M66-5666 -FAX: 6261968-5716 Aqk MM LIGHTING Type: ws1 Job: SLEEP NUMBER CHARLOTTESVILLE Catalog number: WF239L3KUV-BL WF23 / 9L3KUV / BL / Fixture kk.UicaLMaJula Flnlsl, Options i See p.�e 2 1 Wail Forms,,WF23 Shallow Cutoff Face Surface Mount, Round revision 5/21/I4 • kl_wf23_spec.pdf 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 3' or 4' junction box. rlow Face Plate: Die-cast, low copper (<0.6% Cu) aluminum alloy with vertical and horizontal double ribs covering the full hemisphere. Ribs are minimum 5/a depth and 3/u 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: Flat tempered glass, 3/>s'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 tvvo (2) modules for 18 LED version. Available in 580nm, 3000K, 4200K and 5100K. J-box In wall b/ others Shallow Cufotf Fact Surfa�e.,Mou'ntr LED Driver: Rated for 9 or 18 LED. Universal voltage from 120 to 277V with a i10% tolerance. 10°F starting temperature. All drivers are Underwriters Laboratories recognized. Finish: Each lurninaire receives a fade and abrasion resistant, o electrostatically applied, thermally cured, triglycidal isocyanurate (rGIC) polyester powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Cray, (LG) Light Cray, and (CC) Custorn Color (Include RAL4). Finishing Items: Electrical modules and face plates. Each set of finishing items shall be in one container, clearly marked with the fixture catalog number. WF23"with LED; CAUTION: Fixtures must be grounded in accordance with national, state, and/or local electrical codes. Failure to do so may result in serious personal injury. THESE FIXTURES ARE AIMMED IN THE DOWN POSITION, Light distribution Shallow Cutoff Face HU6pELL Listings and Ratin s ETU to UL Standard 8750 1 IP66 Rated i CE I 25C Ambient Suit ble for wet locations KIMLIGH[INGPE5EFIVESTHE RIGHT ToCHANCE SF'ECIFICATIOfISwIIHOUTNO?ICE, X1 e1n "F4"� U.$.PATENTS:D385,054,D381,452,0318,621 * 2014 KIM LIGHTING • 16555 EAST GALE AVENUE, CRY OF INDUSTRY, CA 917454768 • TEL: 6264011-5666 • FAX: 62CM1MI3-5716 Ordering Information SAMPLE NUMBER: -1`RV-XL-C75-D-uwN r4-SA-BZ Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens MAXIMUM FC LLF Description S ®> 1 LUMARK PREVAIL POLE LIGHT 20- 3000 12.0 1.000 PRV-25-D-UNV-T2-SA-BK-7030 WS1 fl> 2 DSXW1 LED WALLPACK 151 3000 5.0 1.000 WF23-9L-3K-UV WS2 3 DSXW1 LED WALLPACK 151 3000 5.0 1.000 WF23-18L-3K-UV NOTES: 1. EACH OUTDOOR LUMINAIRE SHALL EMIT 3,000 LUMENS OR LESS AND SHALL BE A FULL CUTOFF LUMINAIRE AND 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 20' 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 WARM WHITE LIGHT TO CREATE UNIFIED LIGHTING ACROSS THE SITE. 5. FIXTURES SHALL BE BLACK IN COLOR. SEM I N OLE TRAIL - ROUTE 29 VAR. WIDTH PUBLIC RIGHT-OF-WAY (HIGHWAY PLAT BOOK 1 PAGE 227) 1 yp_ PROPOSED VDOT R/W Finish Cdor. Black Dark Bronze Light Gay Stealth Gray Platinum Silver White Custom GDbs' 4. TGIC coder coat Fro Cai No BL ❑OB ULG 0SG UPS CWH OCC ::: f 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: f -+- -+-- -+- + -+- -+- + { sx } } { { } >y 0.0 0+1 0.2 . 0.2 0.1 0.1 0.0 0.0 .0 Optional Features ?� + + + + + Fusing Cat. Na. a SF Single Fusing for 120V, and 277V primary. 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 U No Option t !ry 5 T II .0 0 0 0.0 0.1 0.1 0 0+1 .1 0+1 0.1 0 .1 0 .1 0. 0 0 0 0. 0 0.0 0.0 0 2014 KIM LIGHTING 16555 EAST GALE AVENUE, CITY OF INDUSTRY, CA 91745.1788 • TEL; 62(i566.5666 • FAX: 6261968.5716 STANDARD LIGHTING DETAIL: FOOTCANDLES FOOTCANDLES FOOTCANDLES PROPOSED P/L W p[ U H aM_J W W Z) 0a Q 2 �-+- C� � /�.�JV V / z3: O LU t-1 . J V G1. Q 1-1 U_ L.L. GR IC SCALE 10 0 5 10 1V FTIT ) 1 }t cI=0 ft. WS COTT ZR.L:INS'Z U Lic. No. 035791 1-. V) to ` z z F J LU LU 2 I-1 O O u z U r 10U u U g00 U U ZV'�_V)(f) u LU W o w w u z U) 0 n O 0 0 - J 10 Q Q ~ (� 1U)+ z u_ O O u J r/ a V) o o z H H (J U 1_4 LULUWIce L N N N N O d\ r\t r\1 r 0 M 00 r� tp M W