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HomeMy WebLinkAboutSDP202100029 Plan - Revision 2021-08-21i000001- ---------------------- -------------------- I.F. = IRON FOUND I.S. = IRON SET N.F. = NAIL FOUND ��TMP 78-17A PP = POWER POLE , WM = WATER METER WV = WATER VALVE �_■ FH = FIRE HYDRANT / TV = TV PEDESTAL TP = TELEPHONE PEDESTAL .' MH = MANHOLE / O LP = LIGHT POLE , , PROPOSED MAJOR SITE PLAN AMENDMENT - / CAR WASH BUILDING & FLEET PARKING LOT FOR ENTERPRISE RENT -A -CAR , PANTOPS SHOPPING CENTER MAJOR SITE PLAN AMENDMENT (SDP2021 - 00029) RIVANNA MAGISTERIAL DISTRICT - ALBEMARLE COUNTY. VIRGINIA 17 I.F. PID 0) WM L\ o PROJECT AREA = 29,880 SF ♦ '7� � N 27'34'02„ E o FM H� 256.84' FH 7- _ _ _ _ 20_ SAN. SEW. P P I.F. E 110 0- 6 S 15, O • %� O �Y% \R�n, n �O• N ROSES STORE I TMP 78-17G2 W 20 P ER INE ESMT•� \ \\ LOR #2 (SDP-1998-118) ADD LOADING DOCK & RAMP TO EXISTING LOR #1 (SDP-1998-118) / LOADING DOCK, RAMP, & CANOPY FOR ROSES N.F. \ BUILDING \ TMP 78-17G2 OR #3 (SDP-1998-118) ADD FIVE LIGHT POLES AND FIXTURES / \ /%/O DI / / / to / J DI o OR #3 (SDP-1998-118) ,f ADD FIVE LIGHT POLES �\ / F. \ O � AND FIXTURES S9 °MH R \ /8.0, 0Op ,3 /. LOR #1 (SDP-1997-136) C8\�` \\\Op DECK FOR OUTDOOR \ H\\p��Z RESTAURANT SEATING 0 \ \ fit\ V)9 \ y 9 'I'a. \ I.S. SITE PLAN & LETTER OF REVISION SUMMARY �`\ � \\ < R08• LETTER OF REVISION #1 SDP-1997-136 LOR #2 (SDP-1997-136) FEBRUARY 11, 2003 INSTALLATION OF A • Construct a deck for outdoor seating at Sweetbones �\ \ F \ Restaurant at Pantops per revised site plan dated February \\ `\�\\F�\\ MOBILE GENERATOR 11, 2003. LETTER OF REVISION #1 \� \ SDP8 18 PARCELCEL 78-17G2 FEBRUARY 22, 2005 • Construction of a loading space and canopy per plan dated 10, February, 2005 by Shank and Gray Architects \\ \ • Loading dock with a ramp on the east side of the building, ° �" \\\\ a canopy change to north side as additional building entrance (20' from north elevation). ry LETTER OF REVISION #2 SDP-1997-136 PARCEL78-17D MARCH 15, 2005 \\ MN \ \ • Revision of the installation of a mobile generator next to ° Food Lion NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL \ UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF LETTER OF REVISION #2 CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER �•` \ \ \ \�„" SDP-1998-118 IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM ✓% �``.iJ ` PARCEL78-17G2 THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A AUGUST 16, 2006 CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. • Construction of a loading dock and ramp to existing Dollar Tree loading dock and ramp (from LOR #1 SDP-1998-118) THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. LETTER OF REVISION #3 SDP-1998-118 ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE PARCEL78-17D VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT AUGUST 15, 2012 THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED • Add five light poles and light fixtures per drawing #19463A AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING (Food Lion Store #253 Lighting Project) SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS MINOR SITE PLAN AMENDMENT TO SDP-1998-118 SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. SDP-2019-00061 IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD PARCEL78-17D F NEEDED. FEBRUARY, 2020 • ADDITION TO EXISTING LAZY PARROT RESTAURANT, AND ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT PARKING LOT AND PATIO MODIFICATIONS WITH THE MUTCD. •11 SHEET INDEX TITLE SHEET ' TMP 77-41 COVER & LETTER OF REVISION SUMMARY 1 EXISTING CONDITIONS & DEMOLITION PLAN 2 SITE & UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 LANDSCAPING PLAN 5 NOTES AND DETAILS 6 / TOTAL SHEETS 6 TMP 78-17A L \ eQ/C' 3RR • h0 --\- .0- /�� 'R� �. S�\FsEV1lH0 USE N ------DIVE oMH�` CURB \\\ 20 I z 1 PP /RHO• O`o �I 1 S176-20,4�„ E 45.00 PP I.F. N.F. \\ \\ I 11 Dco \\ \\ I II I.F. TMP 78-17B I(n \ \ O OR#3(SDP-1998-118) I1 0"All \\ Irn \ ADD FIVE LIGHT POLESIQ AND FIXTURES 11 `\ 11I CT Ism F. C4 \ P 11 PP II M'S OR #3 (SDP-1998-118) IIIXDIN( g )D 0'29" W ADD FIVE LIGHT POLES I 15.99' AND FIXTURES II iI I 111 1 ( I I ( I TMP 78-17D6 I � OR #3 (SDP-1998-118) 11 DID FIVE LIGHT POLES }, AND FIXTURES /C1 / TMP 78-17D5 MINOR AMENDMENT I (SDP-2019-00061) MODIFICATIONS TO LAZY PARROT BLDG., PATIO AND PARKING LOT IN / I.F. / / / C4 / / U ( — TMP 78-17D4 XIN GENERAL BUILDING DEPARTMENT NOTES: DI i. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING y' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. y. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. TRIP GENERATION CALCULATIONS NO CHANGE TO THE TRIPS PER DAY FOR THE SHOPPING CENTER, AS NO COMMERCIAL OR RETAIL GLA IS BEING ADDED TO THE SHOPPING CENTER WITH THIS AMENDMENT. ( IN FEET ) 1 inch = 50 ft. 1 / 78-17B 304 3610 312 320 7MP 330 338 350 368 / 372 376 ^ 380 / \ � 384 TMP 78-17D PROJECT AREA -- r 570 TMP 78-17G2 8-17D6 78-17•D1 78-17D5 O�' TH p - 240 0 SCOTT R. �.L,IIlN�� S'Z 7a-oan L) Lie. No. 0357911a 140 `6 8/01/21 0 ��sS10NAL 78-17D3 .160 588 594 596 598 , 540 1 11 536 �' iQ� 400 532 /// o 520 / / `4C<� 201 P 42o 504 VIC MAP 78-T7G4 GENERAL NOTES OWNER/DEVELOPER: (TMP 78-17D) PANTOPS SHOPPING CENTER, LLC ENGINEER: COLLINS ENGINEERING P.O. BOX 5526 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22905 CHARLOTTESVILLE, VA 22902 (434) 293-3719 (TMP 78-17G2) ROTGIN, CHARLES JR TR; SECOND AMENDED & RESTATED TRUST PO BOX 5526 CHARLOTTESVILLE, VA 22905 TAX MAP NO.: 07800-00-00-017D0(DB.2870 PG.643) - 12.07 AC & 07800-00-00-017G2(DB.3880 PG.673) - 5.51 AC TOTAL PROJECT AREA: 12.07 AC & 5.51 AC (TOTAL SITE AREA: 17.58 AC): PROJECT AREA = 29,880 SF (0.686 AC) ZONING: PLANNED DEVELOPMENT SHOPPING CENTER WITH FLOOD HAZARD OVERLAY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT & PRESERVED & MANAGED SLOPES OVERLAY DISTRICT (ZMA1983-00002 - APPROVED BY BOS ON JUNE 15, 1983). SURVEY: SURVEY AND BOUNDARY PROVIDED BY MERIDIAN SURVEYING AND DESIGN IN FEBRUARY, 2021. TOPO VERIFIED BY COLLINS ENGINEERING IN MARCH 2O21. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: OPEN GRASS FIELD ADJACENT TO SHOPPING CENTER BUILDING. EXISTING USE: 179,506 SQ. FT. SHOPPING CENTER PROPOSED: CAR WASH BUILDING FOR ENTERPRISE RENT -A -CAR AND FLEET PARKING LOT FOR ENTERPRISE RENT -A -CAR RENTAL CARS (31 PARKING SPACE PARKING LOT AREA) TOTAL AREA OF CARWASH BUILDING = 384 SQ. FT. COMMERCIAL AREA: TOTAL SQ. FT. OF COMMERCIAL AREA: 179,506 SF + 384 SF = 179,890 SF WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN DENSITY: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT GREENWAY DEDICATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT BUILDING HEIGHTS: 1 STORY BUILDING (CAR WASH) - 16 FEET BUILDING HEIGHT SETBACKS: FRONT SETBACK: 30' MIN. & 30' MAX. FROM R/W OR EXTERIOR EDGE OF SIDEWALK SIDE & REAR SETBACK: NONE WHEN ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL. BUILDING SEPARATION IN ACCORDANCE WITH THE CURRENT EDITION OF THE BLDG CODE. SUBDIVISION STREETS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE LIGHTING: EXISTING LIGHTING TO REMAIN LANDSCAPING: SEE PLAN SHEET 5 FOR PROPOSED LANDSCAPING WITHIN PROJECT AREA TRASH RECEPTACLES: DUMPSTER SHALL BE RELOCATED TO NEW DUMPSTER PAD, SEE SHEET 3. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING: NO CHANGE TO THE OVERALL PARKING - 31 FLEET PARKING SPACES ADDED SPECIFICALLY FOR THE USE OF ENTERPRISE RENT -A -CAR. THESE SPACES WILL NOT BE AVAILABLE FOR PUBLIC PARKING. STREAM BUFFERS/FLOODPLAIN: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT RETAINING WALLS: A CONCRETE RETAINING WALL IS PROPOSED. MAXIMUM HEIGHT OF THE RETAINING WALL IS T TO 4' IN HEIGHT WITH A 36" HIGH GUARD AND 6" RAIL FOR A 42" GUARDRAIL ALONG WALL. SEE SHEET 6 FOR DETAILS ON THE CONCRETE RETAINING WALL RECREATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT EXISTING PROPOSED(TOTAL) LAND AREA: IMPERVIOUS AREAS (WITHIN PROJECT LIMITS): 4,120 SF (13.8%) 19,130 SF (64.0%) PERVIOUS AREAS (GRASS ISLAND / OPEN SPACES): 25,760 SF (86.2%) 10,750 SF (36.0%) (TOTAL PROJECT AREA: 29,880 SQ.FT.) IMPERVIOUS AREAS (WITHIN LIMITS OF PROJECT AREA): EXISTING PROPOSED BUILDING/SIDEWALK/PATIO: 1,262 SF 3,202 SF PARKING & CIRCULATION: 2,858 SF 11,808 SF TOTAL: 4,120 SF 15,010 SF PAVED PARKING AND CIRCULATION AREA: 14,666 SF CRITICAL SLOPES: PRESERVED SLOPES ARE WITHIN THE LIMITS OF THE PROJECT AREA, SEE SHEET 2 FOR SLOPE ANALYSIS. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE WITHIN THE LIMITS OF THE PROJECT AREA. STORMWATER MANAGEMENT: UNDERGROUND DETENTION FACILITY PROPOSED FOR WATER QUANTITY & NUTRIENT CREDITS WILL BE PURCHASED FOR THE REQUIRED WATER QUALITY. APPROVALS PARKING CALCULATIONS: PARKING REQUIRED: 851 SPACES EXISTING PARKING: 963 SPACES TOTAL EXCESS PARKING: 112 SPACES 31 PARKING SPACES FOR RENTAL CARS ONLY PROPOSED WITH THIS APPLICATION. THIS WILL NOT INCREASE THE OVERALL PARKING SPACES FOR THE PROJECT. DEPARTMENT OF COMMUNITY PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE VIRGINIA DEPARMENT OF TRA: 78-17G 100 DATE Vl ( Z Z i OWL z u U w w � r C C (^� r/ a < z 0 z � W L W � L LuCD CD N N M W 0 0 An W N O M N W N W J J > U) LU 0 J WU LU In D C. LU z LU G 0 LU z } 0— Q LU �C G z O O rl LLJ \� tY IL 0� LU LLj LU LJJ Co /Un J V Q� LLJ H� / 0 U 0 ,V // V J 0 Q w w w JOB NO.� 112066 SCALE AS NOTED SHEET NO. 1 TMP 07800-00-00-017A N/F TIRESUM LLC ti5 / / / 20'SANITARY DB 4417 PG 283 / / f F�/ SEWER EASEMENT DB 2290 PG 421 (PLAT) / / / / J SP�S DB 792 PG 435 UP i y I I // // /�i / ���/ // / // WM / / 140 -0 y1• I J / // // / / // �i / % / /� / N/F PANTOPS SHOPPING CENTER LLC TM 078 0-00- 0-017D DB 2870 PG 643 / DB 4692 PG 584 (PLAT) / F V 1 DB 1021 PG 410 (PLAT) / / EXISTING E / i EXISTING PAVEMENT TO BE —#FY 1 SAW CUT FOR UTILITY TMP 78-17A ///�// //� // / �/ / //% £ INSTALLATION. M j0 20'WATERLINE X/ /// / / // / �/ ///�/ // / / '/ i / FDC EASEMENT / /�i / o £ i �j / /yp 43 _ DB PG 435 i 0/ �/� EXISTING CONCRETE i ��z9i £ / / GM CURB TO BE REMOVED /j EXISTING CONCRETE STAIRS AND LANDING i z g / EXISTING G £ BLOCK TO BE REMOVED BUILDING 1060 �- /// 2/.7% / / / EXISTING AP/BEMARLE / / / // / / //// % // / / /�/ /�/ / / / j % / o COUNTY PRESERVE DSLOPES// j % _ / 1 £ / 49 / EXISTING H DGES 62�� TRSBERE�OVED SCOTT/R. Cbi.LINS'Z Lic. No. 035791,E 8/01/21 ,Ori Z z i O � z �_ L w w F z 0 z i \ / .. .. L W Lu ` t CD — / 0 o 0 INY.OUT=338.0 //�/ /// / /��i i/i // / /®/ //�/ i f / GES � A M % / / / 4�EXHED ,EXISTIPJGPAVEME TTOBE M SAW CUT FOR UTIL Y M� 1093� ► INSTALLATION. / /z%/// / / / / --�S52740 2� M B EXISTING STRUCTURE & Lu *X. P( AILIBOk CURB / CONCRETE SIDEWALK TOJBE klELqCATED,� TO BE DEMOLISHED SEt SHEET 3 6/I<XrSTING cyi a SIDEWALK TO CURB �REMAIN / / ° Lu Q BENCHMARK - TOP TMP07700-00-00-04100 /q/ /. / OFSDMH / / / M > COUNTY OF ALBEMARLE // j / �// j // // // �// //�/ /dg�z%q / / / / TOP=354-39 D 2372, PG.580 // /// /�// / // // / / / // / / 18" RCP / / Q o �// EX�NG i8" RCP STOR�i1 I OUT=348.69 BENCHMARK p / w N- g / SEWER NDSUTFAL 3 9 / 0 3.2% / / i PIPS g / I EXISTING R VED E-13494837-46CN /��! %.TRAVELWAY ELEV- oo / // CV /// /y/ /// / i / o� PARKING SIGNS 355• / / 'r OX) DES W Q O / /� 11 / i a /EXISTING P�fCM / / f L �/ / 1.3% // BREAC INUNDATION /� r / / INGACSA i /ZONE / / / /1"TERLINE W uJ J HANDICAP / // \ P o PARKING SIGNS O // / 5 / / / EXISTINGTRE LINE V / / V) �°� a / / LL o z i% /� // / I �// / / / // �/ // / /// / / i / EXISTING PORTION OF I / / in O 'fLNG' CC4f / / / ��// / � / �-���� i SIDEWALKANDCURBI G � r'1 � i F�60DP�L / / / z. h / O i BE DEMOLISHED 6 =_ �12 / o \ / i Q Z S EXISTING FIRE // HYDRA O o i ��� /// BUSIGNOP / v/ FH _ Lu zo W 0 a zo'WATE /// w EASEMENT LU / / DB792PG435 /�/°� z PROJECT LIMITS / / w Ln z / w z 0 (o.6C8 A / / //// //// X z � 0.686 ACRES) EXISTING Ll l Z / BLOCK / / / / o BUILDING 11 W ISTING OVERHEAD = Q / POWER LINE N/F CHAR ES ROTGIN JR2 U / / / / / / / / / / / x > DB 3880 PG 673 CD 1 DB 1021 PG 410 (PLAT) C� O 1 ////6_ _ p 1 / 1 w 1 / W H 0 Lu , a Lo 1 GRAPHIC SCALE 1 /W / / JOB NO. 1 W 112066 20 0 10 20 40 80 / SCALE a 1u=20� o 1 N.F. w a ( IN FEET) £ w / / SHEET NO. 1 / m 1 inch = 20 ft. / 2 t UTILITY NOTES: i. A MINIMUM OF i OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. z. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. TMP 07800-00-00-017A 3. A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. N/F TIRESUM LLC ti5 / / / 20' SANITARY 4. A MINIMUM OF 1.5' OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHER UTILITIES. DB 4417 PG 283 / f S�J�/ SEWER EASEMENT S. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. DB 2290 PG 421 (PLAT) / / / J / DB 792 PG 435 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO / t�/ CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESSES. CONTRACTOR UP / / LO/ / TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CONFIRM REPAIR EXISTING PAVEMENT DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE oy FOR SANITARY SEWER ®® WM MARSHALL's OFFICE TO DETERMINE THE LOCATION. LATERAL INSTALLATION v / 9. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. 1� ® — 1 / / N/F PANTOPS SHOPPING CENTER LLC io.ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN ,o`er PROPOSED 12'x20' ® TMP 07800-00-00-017D WRITING PRIOR TO CONSTRUCTION. y ® / 1 DB 2870 PG 643 ii. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA ENGINEERING A �' CONC. DUMPSTER PAD, ® / / / 1 DB 4692 PG 584 (PLAT) MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. SEE DETAIL SHEET 6 ® 1 V • 1 DB 1021 PG 410 (PLAT) 1 ' iz.BYPASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. PROPOSED LOCATION ® O FH £ / 13. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, ATTHE SOLE DISCRETION OF RWSA STAFF, FORA ® C i SMOOTH TRANSITION OF FLOW. OF DUMPSTER W/ 14.EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. Z BOLLARDS 15. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION TMP 78-17A ® UP f /" PERFORMED BY THE BUILDING DEPARTMENT. PROPOSED 16.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER SIDEWALKS. ® �1 m 17. SEWER CONNECTION: ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER PROPOSED 611 GUARDRAIL ® a ' _ - - O / M/ Fa BOOT. ALL CORING METHODS THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY ® 3h' _ f � RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO MANHOLES. PVC SAN. SWR ® BYPASS PUMPING MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR LATERAL ® p zo' WATERLINE / INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING L=153' p p S 1 FDC EASEMENT ® o o MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A yo• �O _ � DB7gz PG 435 MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. S=Z.610 �o 01� INV.IN=350.0 / SITE PLAN NOTES: INV. OUT=346.0® 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND ® S 12, GM SURVEY INFORMATION. i' 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. PROPOSED 4' ® CO 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS ROPOSED 5' CONC. APRON, ® ® / EXISTING VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL SEE DETAIL SHEET 6 ® / BLOCK 1 / CONC. S/W BUILDING NOTIFY ENGINEER OF ANY DISCREPANCIES. ® ALL EXISTING AND PROPOSED BUILDINGS WILL HAVE SLAB ON GRADE 4 FOUNDATIONS. 6' HIGH MAX. CONCRETE ® S. / m P A MINIMUM zo' DRIVE LANE () RETAINING WALL W CLEAR OF PARKED CARS SHALL BE MAINTAINED / ° AROUND THE COMMERCIALBUILDING. HANDRAIL. SEE SHEET4FOR o 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES ELEVATIONS & SHEET 5 FOR ® CONCRETE WALL TO ® o PROPOSED / AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DETAILS. � �''� DESIRED LOCATIONS. EXTEND 36" ABOVE PAVEMENT ® 5' CONC. S/W' f FOR CONCRETE CURBING. 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT ®® / 25'x40' TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON 5 CONC. S/W 1 / o ® 22 W 3 THIS SHEET. RELOCATED MAILBOXES ® CARWASH WITH 6" STEPS 1 ' Sr,2 40 8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS TO THIS LOCATION ALONG p� BLDG (384 SF 1 SCOTT/R. Cbi.LINS'Z Lic. No. 035791,E a 8/01/21 ,Orj z z i O C z L F�1 w w i F- Hz 0 z � L WLu ` F WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, THE EXISTING SIDEWALK® SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL ® i �. • "' BUILDING. ® /� oCD CD g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR ® /j 1 m o 0 SHALL BE ELIMINATED. io. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A ®® SURFACE SLOPE GREATER THAN 3.:48. ACCESS AISLES SHALL BE AT THE SAME / / / 10g.31 rl LEVEL AS THE PARKING SPACE THEY SERVE. ® / r '40` -2 W -! PH l �' _ n. THE PROPOSED MAXIMUM FLOW FOR THE CARWASH IS 22 GPM. 12. ISO NEEDED FIRE FLOW FOR THE STRUCTURE IS Soo GPM. ® / MB . \.._ �. REPAIR EXISTING PAVEMENT w ® / WERLAY PORTION OF TRAVELWAY CURB / FOR WATERLINE LATERAL ® - z3. CURRENT AVAILABLE FIRE FLOW IS iS6o GPM AT 55 PSI. / FOR TIE-IN CONNECTION FOR PARKING f� 14. A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. THE LOCATION OF THE ® ' n INSTALLATION KNOX BOX WILL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE ® O LOT, SEE DETAIL SHEET 6 / / M Q DURING CONSTRUCTION. ® CURB DO NOT ENTER r / / Cn Z � ® SIGN BENCHMARK -TOP `I"I TMP07700-00-00-04100 EXISTING zooYR ® / �\OFSDMH / PfYOPOSE " K COPPER WATERLINE LATERAL M COUNTY OFALBEMARLE FLOODPLAIN ® ' TOP=3S4-39 / / ND 1" WATER M TER F CARWASH. r 18" RCP / a DB 2372, PG.580 ® 2 R a`° (/p � 9' 15 OUT=348.69 BENCHMARK / / CONNECT_WAT E LATERAL WITH NO � w N-38g / CORP STOP TO EXIS ING ftLINE W d� z ®.� CG-6 w PROPOSED 5' ': R VED E-1349448 46 / / Q �h �o CURB IDEWALK AND ELEV- oo / / N tiryti o PARKING SIGNS 355• J G-12 OX) DES / f / W Q ® / / / i ® / 20, 9c / / LLI �y� / / o HANDICAP / / I� N PARKING SIGNS _ J Stitt ® / ASPHALT TIE-IN DRIVEWAY (4X) // / _- (AZ �opo0 YR 3'R ~ -PARKING LOT TO EXISTING TRAVELWAY / U) / PROPOSED CG 2 32 SPACES �` 2'R / / -- 6 11 W O GUARDRAIL „ CURB � TOTAL °a.°°° `` / / H ® / ' : 1 '� / �/ Q / 6" EXISTING DAM ® / 1wow 9 aN // / J BREACH 2 `' INUNDATION Ct ® w 0 BUS STOP / ��/ Q ZONE 13 SIGN / / ��/ FH _ / PROPOSED 5' / / __" j �` o? ® 17s.19' SIDEWALK AND �// `� Lu W 01 2 GRASS 552°40'22CG-12 / / ' W ® / O OVERHANG zo'WATE — Z EASEMENT / Z) w w / / CG-2 / / DB PG 435 o CURB / / U / ul 2 GRASS rr� / OVERHANG / W v '0'00 ® / / / W z EXISTING / O / / BLOCK / BUILDING W = TMP 07800-00-00-017G2 / / / 0 U) N/F CHARLES ROTGIN JR DB 3880 PG 673 O 1 DB 1021 PG 410 (PLAT) 1 1 N 0 1 1 - Q 1 / 1 w u w w 1 1 o Lu w 1 /W ii vzi GRAPHIC SCALE 1 JOB NO. zo " ," zo ao so f � ' w � � 112066 1 i SCALE w N.F. 1"- 20' i 1 w ( IN FEET ) w �' SHEET NO. 1 1 inch = 20 ft. ' ,' 3 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE / /-ft Rpe Hydrology Pipe TMP 07800-00-00-017A g N/F TIRESUM LLC v DB 4417 PG 283 o = m E DB 2290 PG 421 (PLAT) E amp Li 10 m 1° y 01 3 E �c 1 f / O C. lJ rn w` a _, o U U r _ O' O _ _ _1 of d li > w Rperun: YDA-66 001 YD1 1 0.01 1 0.90 0.009 1 0.009 1 5.00 1 6.67 1 0.06 1 0.06 1 351.00 1 350.00 1 28.0 1 0.01 1 0.0357 1 6 1 1.15 1 3.02 1 a15 YD1 CO2 1 0.01 1 0.80 0.008 1 0.017 1 5.15 1 6.62 1 0.05 1 0.11 1 350.00 1 348.50 1 118.0 1 0.01 1 0.0127 1 8 1 1.48 1 2.44 1 0.81 Pipe ru°:vD H - POND I 1 I I // //// WM // / /i // �i / 20' SANITARY SEWER EASEMENT DB 792 PG 435 STR7 STRS 1 0.33 0.90 1 0.297 1 0.314 1 6.27 1 6.27 1 1.86 1 1.97 1 344.75 1 344.60 1 30.1 1 0.01 1 0.0050 1 15 1 4.94 1 3.76 1 OA3 1 I / ///// // / // ® // / / /� ' - 1/ / N/F PANTOPS SHOPPING CENTER LLC STR5 STR3 0.00 0.90 0.000 1 0.314 6.40 1 6.24 1 0.00 1 1.97 1 344.50 1 344.02 1 81.0 1 0.01 1 0.0059 1 48 1 119.79 1 3.32 1 0.41 TM 07800-00-00-017D / / / / / 1 sTR3 STR1 0.00 0.90 0.000 cala 6.81 6.12 0.00 s7 343.92 343.71 421 0.01 0.0050 s asa 3.76 o.1s DB 2870 PG 643 // // ///�/ /// / 1 DB 4692 PG 584 (PLAT) I 9 40,0 STR1 ODr 0.00 0.90 0.000 1 0.314 6.99 6.07 1 0.00 1.97 343.45 338.00 1 82.6 1 0.01 1 0.0660 1 18 29.23 9.23 OA5 / // / % // /// i �/ 1 1 1 DB 1021 PG 410 (PLAT) J.N. PHO✓ECT // // / / /®'V F IBaJzz9 cOUNTY Charlottesville / �j STORM SEWER DES/GN COMPUTA TONS DESIGNEDBY NS2ou / / I CHECKED BY DATE 4/5/2021 / / / / AREA RUN- INLET RAIN- RUN- FULL RUN- / TMP 78-Y7A ////// //// / / /// / 9/ X / FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL. // /// / / / // / // / / . •a. _ "A" COEF.INCRE-ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10yr. TIME 100yr. 100yr. acres C MENT ULATED min. in/ hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s. _1_ _2_ _3_ _q_ _g_ _6_ _7_ _g_ _g_ _lp_ _11_ _�_ _13_ _lq_ *1761 7_ _lg_ _lq_ Col YDI 0JDl 0.9 0.01 0.01 SJO) / ' /i / /�// / / / /// /�/ / // ©' 20'WATERLINE YDl CO2 O.DI 08 0.01 0.02 515 6,62 0� 350.00 348.50 1 &1 00 127% 8.00 3 0.1 17 I /j /'j //j j // /�/ // /�/ . �' - ' I'.. / / EASEMENT DC // / / /�j // / / �/ / / T -3 4.00 _ 1 DB792 PG 435 CO2 STR7 0 0.9 0.00 0.02 5.% 636 011 34&50 348D0 44DO 114% 8M A 0.1 25 / / / / // // / �/ / / r /// / /// / / / / B =3 1.00 SIR7 STIRS 033 09 030 031 627 627 197 3447S 344.60 30.05 050% 15D0 D 2.6 41 j /// /// x// / / / /// / / / / � / STP-5 STR3 0 09 0.00 031 6AO 6.24 197 3USO 3"02 81M 059% 48.00 1A 2.6 3S I / / x/ // /x// SIR3 STR1 0 0.9 ODO 031 681 6.12 1.97 34392 343.71 4110 0S0% 15D0 2 2.6 41 / / // //'/// /'/ S-Ml OUT 1 0 1 0.9 1 ODO 1 031 1 6,99 6.07 1.97 343.45 33&00 82h3 6M% 18D0 1 2923 1 923 1 9D 2.6 102 z/ / // CO 1 / i ///x// j//'x///j/ / / EXISTING 1 BLOCK BUILDING 11 c / �// j// //�///// / // / / /, TW=355.00 _ NOTE: SEE WPO PLAN FOR DRAINAGE AREAS AND // �/ /// / / BW=350.0 C01 STORMWATER MANAGEMENT CALCULATIONS FOR /// //j //j // / // / j //�/ ' // i i/ / PROPOSED THE PROPOSED DEVELOPMENT. CLEANOUT FE=352.50 :_ INV.=35 100 B. PG. IN1V. OUT=338.0 // �/ //// ' / %'/ / % // / / /'�// / �i y/ / �35 / CURB / � � is EXISTING RIPRAP / // / / / / // / /�/� T� % / // OUTFALL - RIPRAP OVERGROWN �' //// / // / //�',,� /Tp�/ �' / �' /�/i / MB PROPOSED 6" AND SILTED UP. CONTRACTOR TO // OP65 �Bi /� / / ADS DRAIN PIPE F /i / / , D IMPROVE RIPRAP OUTFALLTO //' //,yS/ORAIAI"P�E' / �j '� /j / TOV=355.00 f PROPOSED 18" L=32', S=3.13% CURB / ALBEMARLE COUNTY PROPERTY // �/ k7� %xt�o�o �/ 9/ / / // / // / BW=351.0 / / GRATE INLET LINE /_ _TOP=352.67 F f j ///� T- / - �s�° L-- /-�-- STR-3. INV.=350.00 CURB -- --- / / 37- PROPOSED 8" ADS DRAIN PIPE BENCHMARK - TOP TMP 07700-00-00-04100 / //j / // /�/ / // �� // / /�jq/ / / // / / �1 L=118', 5=1.27% OF SDMH / COUNTY OF ALBEMARLE // j / �// j // // // �// %��/� / /d/ / j / TOP=354.39 D� 2372, PG.580 /// /// /�// / / // // / / ������f _ 18" RCP 8.6 BENCHMARK HMARK 34 9 ENC3 9 / N 8 STM7 R VED E 114948i746 / / ELEV-355•oo PARKING SIGNS DES / %o/STR-R /lI (3X) / F 1 �, / - HANDICAP _ l � PARKING SIGNS V� X ®/ 1/� STR- __-�� A s� (4) STR-4 M STR-5 ' / BUS STOP / v/ SIGN // r 20'WATE PROPOSED VARIABLE WIDTH PUBLIC / // /41J EASEMENT SWM FACILITY & ACCESS EASEMENT / / DB792 PG 435 / EXISTING / BLOCK / BUILDING / 1 TM 07800-00-00-017G2 / Design Year: 10 Project: Johnson Village Job #: 102045 Prepared by: KKW +JSD N/F CHARLES ROTGIN JR F / INLET UTLET WATER I D Q S H JUNCTION LOSS FINAL INLET WATER RIM DB 3880 PG 673 STATION SURFACEEIEV ZW V H Q V- Q' V /2g H FA,,, He H 1.3H SH H URFACEELEV ELEV DB 1021 PG 410 (PLAT) -® 11 m� 1111 111 ® 11 _---------_-- --_-__-_�� 11� 11 111 QQ 11 11 QQ 11 �� GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 11. 1 / 1 / 80 w / / N.F. w / / / / w / ' / 1 / / / p CL H InLn CL 2 171 of LL 0 0� CL 1n o m ~ ^� STR-1 VDOT STD. DOGHOUSE MH m co d TP-353.o8 0 0 g i 0 INV. IN=343-67TO STR-3 M �Ko p O o EX. INV .IN=343.73 r a » o EX. INV. OUT=343-45 L, ~ KZ o a 355 o m 355 n M \ -0 a > ; STR-7 VDOT STD. ,, n z z TP=350.33 INV. OUT=344-75 F 350 �' 7 350 i PROPOSED GRADE EXISTING GRADE 345 345 / 48" RCP 15" RCP / 81.0o LF Qa 0.590/0 30.05 LF Qa o.50% / 15" RCP 340 42.10 LF @ o.59% 340 EX.18" RCP 82.63 LF Qa 6.59% 335 EX. INV.OUT-338.00 335 N d m N 1 M N ri co co com m lMJ1 On M M M 0+00 0+50 1+00 1+So 2+00 2+50 STR-7 - STR-1 PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 DI-3C (L=io') ROM STR-5 SCOTT/R. Cbi.LINS'Z Lic. No. 035791,E a 8/01/21 ,Ori V/ L Z z i O � z (7 L w Ln w i .a. Z 0 h Z i \ ti ~ L i WELI L F ��N z 3 U rn W j� o M o - � N z o M W n , � 1 � a `o W N z CSC N ' WN /J Q 7 > LL1 W Z a = " J J U) J _5 > a U) '- �Il LL]� O � O o O ri z 3 5Q Q ' 0 o6 WU Y W l7 0 W z c z o E uJ a W �U v z W (D w w Z w z c) Z w W z w O o a o Q �/ / N 3 o O � U X N 6 N w z Q w U Lu wa U O a Ln o JOB NO. 112066 ° SCALE 111=201 0 SHEET NO. o 4 w I PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: REQUIRED LANDSCAPING i/io SPACES = 31 SPACES @ i TREE / io SPACES = 4 TREES REQUIRED PROPOSED PARKING LOT TREES = 6 TREES TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 6 TREES PROVIDED PARKING AND CIRCULATION AREA=14,120 SF REQUIRED LANDSCAPING (5%OF PARKING AND CIRCULATION AREA) = 7o6 SF PROVIDED LANDSCAPING = 1,425 SF NOTE: THE LANDSCAPING REQUIRED FOR TOTAL PROJECT AREA: o.686 ACRES THE PARKING AND CIRCULATION HAS PERCENT OF REQUIRED CANOPY: 1o% BEEN SHADED, AS SHOWN ON THE PLAN. TREE CANOPY REQUIRED: 2,988 SF TREE CANOPY PROVIDED: 2,890 SF (io.o%) INCLUDES ONLY TREES WITHIN THE PROJECT LIMITS LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf QUANTITY COVERAGE (sE TREES QP QUERCUS PALUSTRIS PIN OAK 3 1/2" cal. 1 472 1 2 944 PA PLATAN US ACERI FLORA LONDON PLANETREE 31/2" cal. 422 2 844 AR ACER RUBRUM RED MAPLE 2 1/2" cal. 452 2 904 UNDERSTORY TREES PY I PRUNUS YEDOENSIS YOSHINO CHERRY 6'-T ht. 1 99 1 1 1 99 SHRUBS I AB ABELIA GRAN DIFLORA GLOSSYABELIA 24" ht. min 14 1 11 1 154 I / IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 24"ht. min 56 16 896 I // CS CORNUSSERICEA RED TWIG DOGWOOD 24" ht. min 62 11 682 EXISTING VEGETATION Existing trees onsite 0 TOTALCANOPY 4,523 / NOTE: SHRUBS WILL NOT BE INCLUDED IN PARKING LOTTREE CANOPY CALCULATIONS. 39 SHRUBS TO BE REMOVED AND REPLANTED ONCE CONSTRUCTION IS COMPLETE. ADDITIONAL SHRUBS TO BE ADDED, AS SHOWN, TO MATCH EXISTING SHRUB SPECIES ON SITE. NOTES: 1. 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 ONLYTO ////i// SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED j / // /// ////// // IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A /i / / / /// 0/ / PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY TMP 07800-00-00-017A N/F TIRESUM LLC DB 4417 PG 283 / l S�J�/ DB 2290 PG 421 (PLAT) UP WM 20' SANITARY SEWER EASEMENT DB 792 PG 435 ®® N/F PA TOPS SHOPPING CENTER LLC TMP DB 2870 PG 643 DB 4692 PG 584 (PLAT) V 1 DB 1021 PG 410 (PLAT) 9 40,0 /0/ F / I / ///% / % z //// /// / /®/ / / i i / TMP 78-17A _ _ O / 20'WATERLINE /CFDC 1 EASEMENT I / ////zz,/ j / � -3 4.00 r DB 792 PG 435 ZZ GM j x/ 6i co EXISTING BLOCK BUILDING TW=355.00 /d/ WITH THE APPROVED LANDSCAPE PLAN. /Cy / / / / (1) PY 1 / // /// 00 MB 11)CS TW=355.00IZz - --- ----- , CUR /---11 W // / /// / / / 1 // //// / / / �j / / / / BENCHMARK -TOP TMP 07700-00 00-04100 /�// �////�/ //j /// / PA OF SDMH COUNTY OF ALBEMARLE / / /d/ / / \ TOP=354.39 DB 2372, PG.580 / j // /j/ ///// //// // // / ///�� ��d f - -- - _ 18" RCP OUT=348.69 BENCHMARKN-38 (1)PY R VED 494 7E-f3 81 .4 6 ELEV- 00 (1) PARKING SIGNS DES 355• / P OX) %o/ B Ad 1111100, HANDICAP \ PARKING SIGNS /®/ �// / (i)AR - �- (4X) a )IV (i) AR 1 / 1 / will BUS STOP / v/ SIGN ZZ �/ % — , — 20'WATE EASEMENT DB 792 PG 435 (1)PY / EXISTING / BLOCK / BUILDING TMP 07800-00-00-017132 / N/F CHARLES ROTGIN ADB 3880 PG 673 DB 1021 PG 410 (PLAT) / 1 / 1 / / GRAPHIC SCALE 1 20 0 10 20 40 80 si / W / / / 1 N.F. w / ( IN FEET 1 1 inch = 20 ft. i / / / / / / / / / / County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plans (Handbook, pp lH-284-111-297 for complete specifications) / / / • _. "thefollowmoitemsshall be shcwnon the Plan: U Trees to be saved, LI Lirrity of clearing (outside dwphne of trees to be saved); KI Lomwonand type ofpretechve Fencing; 0 Grade changes requiring tree wells or walls; 0 Pr000sed trenching or tunneling beyond the bruits of clearing. 2. Markims: U All trees to be saved shall be marked with prim orribbon at a height clearly visible to equipment operators. U No grading shall begin unw] the tree marking hes been inspected and approved by a County Inspector. 3. Pre-ConstruHlon Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: U Heavy equipment, velucular traffic and sWrage ofcomtruction materials including soil shall not be parmitted within :he driphnes of trees to be saved. 5. Soil Emsion and Stornswater Detention Dedees: U Suds devices shall not adversely affect tr . W be saved. 6. Fes: ZI Finis are not pamiwed within 100 feet ofthe dripline of trees W be saved. 7. Toxic Materials: U Tomc materials shall not be stored within 100 feet ofthe dripline oftrees to be saved. S. Protective Fencing: U Tres to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing. ZI Fencing shall be in place and shallbe inspected and approved by a County Inspectorprior to grading or mnstr ution. 9. TTree Well.: E3 What the ground level must be raised withn the driplim of atiea to be saved, a wee well shall be provided and a cerstruction detiil submitted for approval. 10. Tree WaOs: U When the ground level most be lowered within the dripline a tree W be saved, a tree wall shall be provided, and a corstructien detail submtted for approval. 11. Trenching and Tunneling: (J When trenching is raquirad within Na wrrdts of clearing, it shall ba done as far away from Ne trunks offense as possiile. Tunneling ander a large was sbs6 be considered as an allernative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: M Pro a we fencing shall be the last items removed during the final dearmp. 13. Dams Trees: 51 D gedtreessldlbewamedimmediatelybypmning, fertilimtion orofhar methods recommended by atrae specialist. NOTE: f IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 3/05/21 CONTRACT PLRCHASERSIONATLRE (DATE) 511/06 Pape 1 of 1 SCOTT/R. 0, LLINS'Z Lic. No. 0357911E p 8/01/21 �4 ���S70NAL E15C' Z Z i O z "� F�1 LA D3 0 z 0 z � > U) 1 WLU ` F L9 N z Z w C 0 � G 0 M M 3 N 0 wn M � n 1 a N W C:) z N Q N N J W; wL LU J > W z n _ n LU o O a L9N ~O � 3 Q z Q O O W 1) W 1 w 0 ° z z Q E w J n c Ul CO o V' U z z Z LLI VI w z Z z c w O o III O V v, N O O x O O w N w U z c ^ a) L.L F U O n W d In o JOB NO. ° 112066 SCALE a 111=20t m 0 n SHEET NO. m 5 m m NOTES: 1. THIS REM MAY BE PRECAST OR CAST N PLACE CC-12 NOTES COMPONENTS W CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (OEPTN IN INCHES. AREA N SQUARE YARDS) GENERAL NOTES CURB WHEN REWIRED (CC-2 DR CO-3 IN LINEAR FEET) DETECTABLE WARNING CUP ACE UREA IN SQUARE )TARGET 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH 01 TIE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAP. 2. SHALL STET THE REQUIREMENTS SURFACE. OF DETECTABLE 71M504 WAVING SURFACE PROIONS FOR Of SECTIW 504 Of THE SPECIFICATIONS FOR C6-12 DETECTABLE WARNING Sg6ACE. S4IWOL RAMP tqt MA% DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS 4BP1 MA% 3. APPROVED PRODUCT LIST NUMBER 72. SLOPING SIDES OF CURB RAMP MAY BE RENEWED MONOLITHIOALLY WITH RAP FLOOR OR BY USING PERMEABLE CONSTRUCTION JOINT WITH SECURED BARS. p 4. REQUIRED BANS ME TO BE W.5 E e" PLACED 1'CENTER TO CENTER ALONG Tll.�/TRAMP FLWR,MD-0EPTH OF RAMP FLOgi MINMUA SIDE No COFF COVER TOI 5. ROADWAY CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAWS ME REQUIRED FOR SDEWAKS MO BHMEO USE PATHS. THE WIDTH OF ARE CONJUNCTION WITH"A SOURED USEEPRTI THE MINNJM WIDTH SHALL THE�MVM A(A7. OF THE SHARED USE PAN. DETECTABLE WMNINCS SHALL EKTEIO THE FULL WETH OF THE�VA�A'S',CURB RAMP LANCING FLOOR,6. CURB RAMPS WLL BE NSTALLED AD LOCATED WITHIN PEDESTRIAN CROSSWALKS Tm AS SHOWN ON FINE OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES. FIRE HYDRANTS,DROP INLETS, ETC. TYPE B B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTORS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CR055WXK AND THAT THE SLOPE AT THE CONNECTOR[ OF THE CURB OPENING IsPERPENDICULAR TO THE CURB. 10. DETECTABLE AG SURFA CE AACE PANELS SHALL BE INSTALLED FLUSH WITH h p1 T21 RIM 11. THE BACK I CURB. WHERE CUM RAMPS INTERSECT A RMIA SECTIONOF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHAL HAVE AT\ IS1 M +M y m 5MN X Xv ' A FACTORY RADIUS CUT BE IFELD-MOORIED AS RECOMMENDED BY THE Y MANUFACTURER TO MATCH THE BACK OF CURB, SEE GG-12-INS PAGES 204.05 AMID 204.07 FOR METHODS Of INSTALLING DETECTABLE WARNINGS ON A RADUS. ,,F,N 4 AT X T' HIGHER THAN EDGE OF PAVEMENT AT XX , SAE AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME 00000 L A O O O O 0 0 0 O O O O LAO o 0 0 0 O O O O O O O 77 ENDING RAMP U 00000000000 0000 a + O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X DIAMETER 000000000000000 DETECTABLE WHINING Ni AT BACK Of CURB "-1Y SEE xoTE tt. BASE gAMETER VMIMLE FULL WROTH - RMP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VCX]T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE R"`"`"" SHEET t OF 5 REVISION DATE (GENERAL NOTES) 1O5 04/DEB 502 20601 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 PROPOSED STEEL HANDRAIL c. MIN. 42" o SITE RAIL A. Q PAVEME x Q TW \#57 STONE o BACKFILL (FULL HEIGHT) 11 I 2" CLR LEEa "MIT BARS (VERT) O 4@10" (HORIZ) F- w LEE A. P . 0 "0" BARS (DOWELS) �llilll��ll�lll�ll' "D" BARS SEE DIET "A" z 2„ CL o . "PAT BARS "L" BARS I 17 N CONT A O _F T'KL 'I.... 3" CLR „I 10„ „T„ A 3 0 0 LL 3" CLR CONCRETE RETAINING WALL NOT TO SCALE 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21 A BASF COURSE COMPACTED SUBGRADE ASPHALT PAVING - DRIVE AISLES NO SCALE 2" SM-9.5 SURFACE COURSE 8 21-A \ / // / / % \ BACOMPOACTED %�/�\/�//\/%�/�/��/ SUBGRADE / ASPHALT PAVING - PARKING SPACES NO SCALE PROPOSED 1" SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE MIN, 12'x2O' CONCRETE DUMPSTER PAD & BUILDING APRON 7" THICK - 3000 PSI CONCRETE 4 . �6" COMPACTED 21B STONE BASE CONCRETE APRON DETAIL NO SCALE RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hw "B" "C" "W" "D" BARS "L" BARS "M" BARS "O" BARS "P" BARS 0'-0" - 4'-0'0'-6" 0'-9" 2'-1" #4 @ 18" 1 (6) - #4 ------ k#4 @ 18" 1 #4 @ 18" 1. CONIC: 3000 PSI @ 28 DAYS 2. REINF: GRADE 60 3. MAX SOIL BEARING PRESSURE = 2000 PSF (ASSUMED) 4. PROVIDE WALL CONTROL JOINTS @ 20'-0" MAX 3/4" JOINT SEALANT N " 1" BACKER ROD DET "A" SEE DETAIL "B" 16 GA. GALV. SHEET STL. COATED TO PREVENT BOND. WIRI CUT ALTERNATE HORIZ TIES @ EACH BARS AT JOINT HORIZ. BAR. r V 1 1 EARTH FACE WALL CONTROL JOINT GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WANING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAID FLOOR BY 2 FOOT N LENGTH IN TIE DRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATTER& WITH THIS TRUNCATED DOLES DETECTABLE WANING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF WIND RAP MY BE POURED MONOLNHGALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JONF WITH REWIRED BANS. 4. F RAP FLOOR IS PRECAST. HOLES MUST BE PR ADDED FOR DOWEL BANS SO THAT ,AOJO LEARNED SIDES CAN BE OAST N PLACE AFTER PLACEMENT OF RPRREECAASSTT RAMP FLOOR PRECAST CWLRETE SMALL BE CLASS M4. yN a' NE BOTUIREDH SEEBARS OF ARETO RAAMPEMOORE �-0EPTH PLANCOF R� Fi OTOOR. CENTER E "� CONCRETE COVER I/L" 12-t MM B. CUB / CLUB AND CLEVER SLOPE TRAMITIONi ADJACENT TO CURB RAMPS ME NWWED IN PAYMENT FOR CURB / CURD ANDWTTER. TYPE B T. CUB RAPS ME TO M LOCATED AS SHOWN ON THE PLANS M AS DIRECTED PARALLEL BY TIE ENGINEER, THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACF,ESSIWE ROUTE WITHAL THE RIGHT OF WAY OF A HIGHWAY FAULTY CROSSES A CURB REGMOLESS OF WHETHER SCREW" 6 EINTINC PROPOSED OR NONEIGSTEM, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ' AS SHOWN ON ELMS OR AS DIRECTED BY THE ENGINEER AND SHOULD HOT BE LOCATED BEHIND VEHICLE STOP LEES USTNG MFff SBLL POUFSFINE HYDRANTS, DROP INLETS. ETC. ACCESROUTES PROVIDE A OONINUOUS 12 S•� INOBSTRUCTEO STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELWms OF A FALIHTY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 5 BE PNPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' WIN AT :E 2" HIGHER THAN THE CURB OPENING 6 PLACED WITIN THE LIMITS OF TIE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION I THE CLITB OPENING IS PETPENdCWR TO THE CURB. AT XX SAE AS TOP OF CUB B. YPI COINCRETE 510[11IILK 15 4" 7HCNR�K$. WHEN. TIE E TRANCE RIDICMNOT TYPE C MAE REFER TO SN'T CARD CG-U COMMEHC�MT P EA EN[A yr K PARALLEL & PERPENDICULAR TRUCK RATTC) ISO fl CO ETE DRI p' THE WINNOW WOAD SKIN" BE THE WIDTH OFF THE SHARED WE �HPATH. LP' - 2.4" TRUNCATED DOME C-c 0 0 00 0000o00ov o v o 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0= N d Y O O O O 0 0 IS0 O 0 0 0 0 O 0 m 0 0 0 0 O O O O O O O O 0 0 O 0 O 0 2" u SEA - 657.. OF BASE DIAMETER 0 0 c 0 0 0 0 c 0 0 0 HER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE BASE dANETER 4'MMMUM TRUNCATED DOME PAY LIMITS DETAIL DETECTABLEE WARNING DETAIL SHEET 1 DEAN CG-12 DETECTABLE WARNING SURFACE REV 7/0 GENERAL NOTES ID 20.1.05 VERUTM DEPARTENT OF TRANSPORTATION 2016 HOAYD a BRIdGE STIINDAROH .MUCfLR TFAP£L IRE ASBNAUT BEAR. NMINNO E" ;a p"IE,N »n N .1 TALK C AT " CMSTRUCTIONEJOIM EYSFNO RSPXNT IAYMfi tP(MSm A9MILT LAYERS 51®ASE PRONI4L 91®A£ ------(DESIRE ------ G ACEUA A.SRAE CONSTRUCTION JOINT DETAIL ® REMOVE EMISTINC ASPHALT LAYERS TO EXISTING RFH.ANS AND RENIGE NTH PROPOSED ASPHALTMNNC LAYERS ®P OPOSE] MNNTU , E, NTH THUS ACUPHNT SURFACE GDRST SELF LATHE 5) A MINI OEMEVM WILES. CRC IN. EAT AS ECESSNn TO MAT THE FULL THICKNESS RF SAVE. KPHNT LAVEPS NOTES: 1, PSNiALT E A PAVEMENT ONESPAN ANS AT AFFNINKIRE By THE 2, THE PAVEMENTUOEscN FEN RMLT NANDI WINDOW mNLNNEE - -J EFTES 6 THE LAYERS OF DEMISING PAYEIENTEEz. wNEGR E DRANALE OF THE EXISTING Np PPDgiEC FTC T P L _-' nE P4..... O. A PAN AMA OF THREE COPE] sn4L BE TUEN NOxG THE E T I- EL LAVE TO CETERLE THE TYPE ARE THICKNESS OF EXI57M PAVEMENT LAYERS- THESE CONES SHALL BE SENSED NO w E T -3µm 1RH IH KLHNT SURFACE CONSIST TO uPrcx THE EEAEMET DNINURACORSEUBI AN El. THE E__ maOJDG"VNiEE"SFCEC". 5. THE SPINET' MAY REOURE THE LL1WC DEPTH OF THE EXI5: EAVENEM T_' __ .... TO ARIEVE AR AtCETTADLE PAVEMENT CROSSSLOPE TIF'TIED PROEFFECTIJE SHRIKE ORANA4C T. EXETND PA.ENENT MARKINGS AND MANNO,e MN_ THE PRDACT R."L E _ ,VD HAIR TO THE AMEN L OF THE wDXIEE., A N 7. FINTRANOYERSE YEACENT UPITL 5 LOCATIONS N1 5HeE ATMS 6 AUCTION 315 OF THE E6TEM' D ARA D HART STRNGHTE'.E '.. _ I ATH THE KNE P SPECIFICATICHS. �VOOT SHE ON RpA➢ µOP WIIL4E sTAV)IADS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VRMMA DEPAPIXIENT OF TRYSFDRTAI%MI SHEET H DE M RERSIDx DATE sts EONS Hood a BINocE sTANoazos 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 3/8" PRE -MOLDED EXPANSION JOINT \ MATERIAL WHEN ADJACENT TO CURB '---o--: V_ V TYPICAL SECTION CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) CURB and SIDEWALK NO. 8 OR NO. 57 AGGREGATE COMPACTED SUBGRADE SCALE: NONE GRADED AND THOROUGHLY NOTES: 1) CONTRACTION JOINTS TO BE AT 6' 0. C. COMPACTED SUBGRADE 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30' O.C. MAXIMUM. IE CONCRETE TO E CLASS TO P CAST IN PLACE, AOM PSI IF PRECAST. 3. COMBINATION qMB R GOTTEN HAVING A ROBUST OF BOB TEST OR LESS (SLANSURE) G FACE OF CE) SHALL E PID 4VT1N FOR AS RNIIK COMBINATION CURB R 4. FOR USE WITH STAHLIIID OPEN -GRADED DRWAOE _: rE a0n0M OF THE CURB TO G III BE CONSTRUCTED PASFLLEL To TIE a sueBASE COURSES NO TO THE DEPTH M THE PAVEMENT. S. K. MI9E WTEMA FOR THE USE OF CG-B B BASED ON naawnr CLlS51E1LAn011 AN O E5GN SHED AS e1pWN AN .W:ENOx A R CP THE MOT ROAD OESEN MNIIIIL . P. I IA ' • M 6 N > C. N, A THsTMFw WY E CMETE AT E OPTION N THE CONTRACTS " mw COMBINATION 6" CURB & e GUTTER I VIRGINIAVIRGINIAEPMTMENr E IRN�BTATYAI EY. wo •• AID' RADA 0 R FEE - - NOTE .Gi i..6..a I I WYAE NOTES LOSS ITw MAY E RECAST OR CST In NNE. 2. W40PE TO S AS SAFE N PLNY, NOES P51 F E CLASS MEGA T, 1 AVMG A WNSI OF 310 FEET.OR A5 1LNGgR0 OF WISEE PFOR WGMW FACE M M 11E DEPTH E "a WAYBEREDUCEDBEREDUCEDM" AS 3• AS M Ln ME t FT EWA AAM4 E MP Iu`CON�Ow%TMICTIIRE 01HFRNSE THE DEPTH 6 TO BE W AS SE AN ADJUSTMENTSADJUSTMENTNO EINT M THE RICE SO S TO E MADE FOR A DECEASE OR M INCREASE IN DEPRE 51 EgRBE TT E IEID dM BOND A NOTES AP AS o A a`ME HOOT MANA. STANDARD 8" CURB YfOLA EP.YRRIFNT E TRMMMTAT PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, 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 COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). SCOTI CT,` INS'zI Lie. No. 035791,a 8/01/21 IV Z Z OLD Z O .. Lu U W 0 Ln Lu 0 J Z O z Luac �EEr W N N T 'El Q O O M W O O N WC) N w N > in LLJ J J C) Lu I- U) L�1 z Lu 0 z Lu z W I- I, -^I V / __J O Q I--1 Q Lu 06 Ln L_L L1J UPI O zz Lu V H� /P� /P� LL o V) 0 z U W 0 W a (_/) JOB NO. 112066 SCALE 3.11= 20' SHEET NO. 6