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HomeMy WebLinkAboutSDP202200049 Plan - Submittal (First) 2022-07-06GENERAL NOTES OWNERS: TMP046B4-00-00-00400 MAPLEWOOD DEVELOPMENT JA-ZAN LIMITED PARTNERSHIP PO BOX 9035 CHARLOTTESVILLE, VA 22go6 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: TMP046B4-00-00-00400 D.B. 3522, PG. 394-23.2 (PLAT) 3.41 ACRES ZONING: PRD (PLANNED RESIDENTIAL DEVELOPMENT) - (ZMA-2021-00006), CONTAINING THE FOLLOWING: ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED STEEP SLOPES OVERLAY DISTRICT, & AIRPORT IMPACT AREA OVERLAY DISTRICT. THESE OVERLAY DISTRICTS WERE NOT REVISED AS PART OF THE APPROVED ZMA. TOTAL PROJECT AREA: 3.4i ACRES PROPOSED USE: 72 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) (36) ONE BEDROOM UNITS (36)TWO BEDROOM UNITS PROPOSED DENSITY: 72 RESIDENTIAL MULTI -FAMILY UNITS WITHIN 3.43.ACRES DENSITY = 72/3.41 ACRES DENSITY = 22.1 DUA OPEN SPACE: 25%OPEN SPACE IS PROPOSED WITH THE DEVELOPMENT. THE OPEN SPACE SHALL INCLUDE THE AMENITY AREAS AND BUFFERS AROUND THE PERIMETER OF THE PROJECT. NO DEDICATED OPEN SPACE IS PROPOSED WITH THE DEVELOPMENT AND THE OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (65'MAXIMUM HEIGHT). NOTE, A STEPBACK REDUCTION WAIVER REQUEST HAS BEEN APPROVED FOR THIS PROJECT, REMOVING THE REQUIREMENT OF PROVIDING A MINIMUM STEPBACK OF A PORTION OF THE BUILDING EXCEEDING 4o FEET IN HEIGHT OR 3 STORIES. BUILDING HEIGHTS (TOP OF ROOF)= 48'+/- BUILDING HEIGHT (TOP OF PERGOLA) = 54' +/- BUILDING HEIGHT (EAVE OF ROOF) = 48' +/- SETBACKS: FRONT: 5' MINIMUM SETBACK & 25' MAXIMUM SETBACK SIDE: io' MINIMUM SETBACK & NO MAXIMUM SETBACK (io' MIN. BUILDING SEPARATION) REAR: 20' MINIMUM SETBACK & NO MAXIMUM SETBACK BUILDING FOOTPRINT: BUILDING FOOTPRINTS= SEE SHEETS FOR BUILDING FOOTPRINT SF (BUILDING FOOTPRINTS RANGE FROM 4,865 SFTO 9,710 SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: INTERNAL PRIVATE TRAVELWAYS WITH CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE NORTH FORK RIVANNA RIVER POWELL CREEK AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY ROUDABUSH, GALE AND ASSOCIATES, OCTOBER 2021. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, JUNE 2022. DATUM: NAVD1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE UTILITY INFRASTRUCTURE IMPROVEMENTS AND DEVELOPMENT OF THE ADJACENT PROPERTIES. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN SHALL INCLUDES LIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THIS PROJECT SHALL BE DEVELOPED WITHIN (i) PHASE. RECREATION: ACTIVE RECREATIONAL AREAS ARE PROPOSED WITHIN THE DEVELOPMENT. THESE AREAS INCLUDE GRASS RECREATIONAL FIELDS, A TOT LOT, A DOG PARK, AND A MEETING/CIVIC SPACE. ALL THE RECREATIONAL AMENITIES WILL BE IN ACCORDANCE WITH SECTION 4.16OFTHE ALBEMARLE COUNTY CODE. ALL PROJECT AMENITIES SHALL BE COMPLETED PRIOR TO So% OF THE UNITS RECEIVING CERTIFICATE OF OCCUPANCY. BELOW IS A SUMMARY OF THESE AREAS: TOT LOT AREA: 2,500 SF GRASS FIELDS: 26,570 SF DOG PARK: 2,25oSF CIVIC/MEETING AREA: 1,Soo SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 22,820SF PARKING: RESIDENTIAL PARKING REQUIREMENTS: 1. (2) PARKING SPACES REQUIRED FOR EACH MULTI -FAMILY DWELLING UNIT 72 RESIDENTIAL UNITS x 2 SPACES =144 SPACES 2. GUEST PARKING SPACES REQUIRED (3. SPACE PER 4 RESIDENTIAL UNITS) 72 RESIDENTIAL UNITS x i SPACE 14 UNITS =18 PARKING SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED:162 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 1. 72 GARAGE PARKING SPACES 2. 72 DRIVEWAY PARKING SPACES 2. 23 PERPENDICULAR GUEST PARKING SPACES & 5 PARALLEL GUEST PARKING SPACES TOTAL NUMBER OF SPACES PROVIDED: 262 PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 2. IMPACTSTO THE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. FLOODPLAIN: THERE IS NO ioo-YR FLOODPLAIN LOCATED IN THE PROPERTY PER FEMA MAP ID 51003Co286D, DATED FEBRUARY 4, 2005. IN ADDITION, THERE ARE NO STATE OR FEDERAL DAM BREACH INUNDATION ZONES ON THE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES SHALL BE INSTALLED ALONG THE FRONTAGE OFTHE EXISTING PUBLIC STREETS. A LANDSCAPING PLAN FOR THE DEVELOPMENT SHALL BE INCLUDED WITH THE FINAL SITE PLAN. THE LANDSCAPING PLAN SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH SERVICE: EACH UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER, AND ALL TRASH SHALL BE COLLECTED BY DRIVING DUMPSTER SERVICE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYSIPARKING:39,425SF(o.goACRES) - (26.5%) SIDEWALKS: 13,300 SF(0.31 ACRES)- (9.o%) BUILDINGS: 43,800 SF (i.oiACRES) - (29.5%) RECREATIONAL AREA: 22,820 SF (0.52 ACRES) - (35.4%) OPEN SPACE/LANDSCAPING: 29,115 SF(o.69 ACRES)- (i9.6%) TOTAL: 3.42 AC TOTAL IMPERVIOUS COVER: 2.24 ACRES (65.o %) TOTAL RECREATIONAL AREA& OPEN SPACE AREA: i.i 9 ACRES (35 .0% ) PAVED PARKING AND VEHICULAR CIRCULATION AREA: 39,415 SF AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED ZONING MAP AMENDMENT(ZMA202i-00006). TOTAL PROPOSED AFFORDABLE UNITS: 25% OF 72 UNITS = ii UNITS STORMWATER MANAGEMENT: THE STORMWATER FOR THE PROPOSED DEVELOPMENT SHALL INCLUDE THE INSTALLATION OF UNDERGROUND DETENTION FACILITY TO DETAIN AND MEET LOCAL AND STATE STORMWATER MANAGEMENT REQUIREMENTS. NUTRIENT CREDITS WILL BE PURCHASED WITH THE PROPOSED DEVELOPMENT TO MEET WATER QUALITY REQUIREMENTS. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA= 9,710 SF TOTAL AREAS OF OTHER FLOORS = 34,565 SF TOTAL BUILDING AREA: 24,275 SF REQUIRED ISO FIRE FLOW = 2850 SF NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) = 2,5oo AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG WORTH CROSSING IS 2,054 GPM AT 48 PSI. INITIAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I I Macy I ---------- ntP14 I 1 � Sew OU I , lai ' IMP.32-37C _ wr Pd ovp wN PROMTT LLC C/o WALGREEN WALGREENS �I'✓ DB 3522 pp 169-1A Plat) "` U 093511 pp.l9h2t2(E2(Esmt. plat) OB 3790 p.692 U U Maid I , 1 \ /co 1 _ A y--- ---- 0' c ----- 8.35 l ', .) r _r_ - y y - oe 9 � ------ F --- UMITE \ C DB. - - I :I:' .. -- ---- { )., .1. - p - oe12 pp.4 I --- F -_-- .------------ D. WORTH CROSSING (70' PUBLIC) 95-696 D.B.1018 P.403, D.B.1290 pp. ®----------- - -- G1 1 IMP.46B4-05 PETCHEL, ROBERT G OR KATHLEEN 0 1 OB.1685, PG.014 z I 1 I -I ------- ----�i I 1 I TMP.32-36EO 1 U"OUSE WORSHIP CENTER INC 1 OB.3863, PG.154 I I 1 1 1 I 1 NOTES: 1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE . 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. TRIP GENERATION CALCULATIONS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 2oTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 72 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 528 ADT (264 ENTER/ 264 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 34 VPD (8 ENTER/ 26 EXIT) PM PEAK RATE - o.56 VPD PER DU = 42 VPD (26 ENTER/ i5 EXIT) a Vtr S° �o CHARLOTMPRAT LLC a/o RMAUD CON 71NG Da5130, 1`2703 um. pde WE 0 7MR32-36GO - - - �H OUSE WORSHIP CENTER INC 4 DB.266 , PG.033 a GRAPHIC ALE a°aa ( IN FEET ) 5C ft. CONSTRUCTION FIRE PREVENTION NOTES: 2. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED ATALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. - OJ Daps,°hN,pi>., w Ii FOW Gon'[ Tk Rd Ox:aN 9 �ux a VICINITY MAP SCALE: 1" = 1000' e a PROFFIT RD P wnsm scnooimwrce� °97,R a "'J a r lee" Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 GRADING, DRAINAGE, & UTILITY PLAN 5 NOTES & DETAILS 5 TOTAL SHEETS ORDINANCE' NO1 22-A(7) ZMA 2021-00006 MAPLEWOOD AN ORDINANCE TO AMEND THE ZONING MAP FOR PARCEL ED 046B4-00-00-00400 BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 2021-00006 and their attachments, including the application plan last revised on May 6, 2022, the information presented at the public hearing, any comments received the material and relevant factors in Virginia Coe 15.2-2284 and County 18-1 g d § ou ty Code §§ 9 and 18-33.6, and for the purposes of public necessity,, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2021-00006 with the application plan last revised on May 6, 2022. >k*a I Claudette K. Bor ersen do hereby certify that the foregoing writing is a true correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on June 1. 2022. ,vim c Clerk, Board of County Sup sors Aye Na Mr. Andrews Y Mr. Gallaway Y Ms. LaPisto-Kirtley Y _ Ms. Mallek Y Ms. McKee) Y Ms. Price Y LEGEND EDGE OF PAVEMENT - EXISTING CONTOUR CURB Soo PROPOSED CONTOUR PROPOSED ASPHALT PAVEMENT so6.�1 rc PROPOSED SPOT ELEVATION so6.21 EP EXISTING VEGETATIVE/ TBC DENOTES TOP/BACK OF CURB LANDSCAPE BUFFER T/B DENOTES TOP OF BOX GREEN WAY BUFFER sos.�1 rw PROPOSED SPOT ELEVATION sos.21 ew TW DENOTES TOP OF WALL PROPOSED EASEMENT, VARIOUS WITH EACH SHEET BW DENOTES BOTTOM OF WALL 0 DROP INLET & STRUCTURE NO. ® PRESERVED STEEP SLOPES DRAINAGE PIPE MANAGED STEEP SLOPES BENCH MARK PEDESTRIAN AND VEHICLE C ACCESS 4 VDOT STANDARD STOP SIGN 0 PROPOSED CONCRETE PROPOSED HANDICAP -- PROPOSED & EXIS71NG GUARDRAIL PARKING SPACE STRIPING PROPOSED FENCE PROPOSED ASPHALT STRIPING (DIREC77NG CO Qo Oo Oo 100 YR. FLOODPLAIN 7RAFFIC) BUILDING CODE NOTES: i. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Ai27.i-og AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. 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 FIXTURE 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. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 2985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x231. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. CITLLINS'Z -I Lic. No. 0357911n P 07/05/22 ftvj Z O rL ,,ww Vl W " Z W O o Z O H Ln W W Ce N N 0 LUfV � o 0 L ti C0 Cy') N ® CIO N C:) W CY) N N W >_ LU CO LU L9 O ZU WLU Y F_ D Ul U) LU ZLU � U) JLU I- J �< _ V CD CD N z a LU Ln Q H� F1 1 � LU z o ui U O LU LU O1 O1 1 LU Q w J H H w w Ln Ln JOB NO. 202199 SCALE 1 rr=50' SHEET NO. 1 I I I 1 IMP.32-36F SJS Limited Company 200 I 64 pp.8 p.261 I-54 DB.1064 pp.533-545pIaQ I I I GENERAL NOTES: i� 1. THERE IS NOT FLOODPLAIN LOCATED ON THIS SITE PER FEMA FLOODPLAIN MAP # 51003CO286D, DATED FEBRUARY 4, 2005. 2. NO DAM BREACH INUNDATION ZONES ARE LOCATED ON THE _ PROPERTY. / \ 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL _ INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF Top=54UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, I \ 1 (15.1 _ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE \ 11=538.65(tCONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION \ AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY z SEWER, STORM SEWER, AND WATER -SERVICE PIPING; TMP32-37C1 I \ UNDERGROUND ELECTRICAL SERVICES AND OTHER UTILITIES THE I I Mary R. & George R. Mercer I CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED D8.3522 p.181 TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES I , D6.3522 pp.189-193(BLA Plat) ( SERVING THE PROJECT SITE. I D8.3522 pp.194-212(Esmt. Plat) \ \ 4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED I I I PLANS AND MAY NOT MATCH THE CURRENT, EXISTING TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY UNDER CONSTRUCTION. \ na � 3 To5p-543.683650(18 0olehone -d. 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STEEP SLOPES / \ D.B-39-42�462-467 \ \ _ _ / i' \ \ - 536 - IF. \ a . A A B 3 In e &�ra' o o // Z ss \ I 1 To�rthSorkR�5-1-4 _ _ \ - 534 �12 Pp\194- fit. / 11=512.2 _ ' \ TMP.46B4-3 j �3 to=slzo� -0 .8 \ A - o us1. \ JA-ZAN LLC - DB. 4873 pp.153-161 �� - 530 „ _ - \ o� 03 Pn1e v 3.426 Acres SS h - a EXISTING 18" � M BENCHMARK Top=5. \ / I or IF \ \ t0 I Top=530.66 D.I. SAN. SWR \ 1 ELEV.=532.26' �o -o ahead P,EIR 10= sQ 10 Construction Esmt. 1 EXISTING RIPRAP o �'� I qn ^$ E 528 D.8.3522 pp_194-212 OUTFALL TO BE 30' VEPCO Esmt. �\ ? tea' I I EXISTING 20' REMOVED D.B.36L pp.695-702 4 I Ap ox. S Se r Esmt. / DRAINAGE EASEMENT Var. Temporary ACSA Esmt. \ D.B.3942 462-467 o D.. 52 .189 shown at TOBEVACATEDAND \ PP 20' ACSA Esswt. \ B. 4 p .462- 67 REPLATTED WITH NEW \ \ STs STORM \ �D.B.3942 pp.462-467EXIING \ RIGHT-OF-WAY Top=529. o 0 o SSMh. 11=517.55 00 10=517.43 \ �VA0- A A \ C TMP.46B4-4 °° N Mh. v v T' -529.2 SSW JA-ZAN LIMITED PARTNERSHIP I 22.46 up er) 1i�5229 w u er t. I 17.16W o r D8.1144 P.382 \ w o1 II p 517.1 Lowe D .1133 P.372 1 I 9-517.t2 ) PP 1MP.32A-02-1A3 I st7.�z > MPB INC c% SENTARA 3 \ 1127 P.342 / ` lo=5n.o HEALTHCARE TAX \ \ \ I \ DB.11 6 P.178-185(plat) / Th. & DEPARTMENT 6015 \ \ DB.D623522 p1-1 4(212p1avey.) \ \ �5�ti I prox. a S wer mt. wv DB.5476, PG.471 U .1127 p. 30 as sh wn at 3942 pp.46 467 V � EXISTING � 3.41 Acres(Survey) 3 LINE S2 VA \ F 'tress Var. Temporary ACSA Esmt. EXISTING EDGE OF / D.B.3942 pp.462-467 0. 5RcP46 PAVEME do ss 11.525. s SSMh. North arkRP5-1-8 To-527.05 1 /Z EXISTING SANITARY \ / T=51 SEWER EASEMENTP 1=sib. t39.7oft DIP _ - \ 528 TO E VACATED ti \ s / 4 =516+ 01.04X+ - I SS.Mh. 3 / Aprox. n. Sewer Esmt. ortnPapP52e.99 EXISTING 18" EXISTING 8" \ S _ / Sheif=523.7z / D.B.112 p.330 as shown at 25. 0 8'p , D.I. SAN. SWR PVC SAN. SWR I I EXISTING 8" SANITARY ar-5te.t3+/- 00 4 arm Sewer Esmt / D.B.3942 pp.462-467 �G TO REMAIN s shown at SEWER TO BE j / / I i D.B.1281 pp.342 Approx. San. Sewer Esmt. RELOCATED EXISTING / / n. + Pole I D.B.1127 pp.330-338 I -- / D.B.1127 P.337(plat) ss.Mh. RIGHT-OF-WAY SSMh - - op 5.38 Storm Sewer Esmt. SSMh Top=53 1 o d _ II-516.38 ' II 513.72 � � 528 (( as shown at 10 513.54 SS.Mh. MI6 b75 .2 6 E) ��� V. D.B.1281 pp.342 _ rop=529.69 34 stree 40.4 of � \ - - The. t•o115" cp Stm.Mh „ IS. a g' S933W_I , A 10 513159 p_ �" BENCHMARK 6 o.b2q w sign C _Top - TOP OF MH 3, - / 218.3'of za'Rcp. > IS, m.gra a $33�01� 182:61� IS. --- -- - - - 1 � ELEV.=527.52' �\ ® 2.66R 0=519.50 4 526 - - -�WV. \ EXISTING 8" / / WOR CROSSING PUBLI��-- -- -- TOCBEAN. RELOCATED- - �ti`� -- D.B.1018 P�, D.B.1290 pp.395-696 �" v - ---- M � I EXISTING EXISTING 8" - - - £ v - EDGE OF WV. - D.I. WATERLINE PAVEMENT - - W \�� TWORSHIP CENTER INC 5 MP.32-36G0 LIGHTH5°Rep. OUSE �246 D2664, PG.033 \ rn M £ TMP. 46B4-05 I PETCHEL, ROBERT G OR KATHLEEN 0 �\ \ ual. DB.1685, PG.014 \ 1 pole \ £ £ I \ 1 TMP.32-36E0 �, G LIGHTHOUSE WORSHIP CENTER INC £ \ DB.3863, PG.154 I �9A�2�2 \ GRAPHIC SCALE \ 30 0 15 30 611 0 s � I X I IN FEET ) 1 inch 30 ft. SCOTT/R. CnPLLINS'Z Lic. No. 035791,a Po 07/05/22 �� �5'InKTATv, sr'1. 0 III N N w o N 0 o n 0 Lur v c' 7 z ICY) N � C') z Q J 0L N O W Lu N L0 W > Q LLJ t--1 ® Lu IZ1 O ur Q_ Q Lu O U LL lJ . z W O F Y . Lu~ Lu W rrJ^) vl ul F_: 0 Lu Z LOU0 0 vl Lu J Lu J , Lu Q rJ u W J H L a Lu W Ln JOB NO. 202199 SCALE 111=30' SHEET NO. 2 NOTE: ole \ \ t\ NOTES: NOYE: A KNOX BOX WILL BE REQ (RED 0 EACH 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO P G 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL BUILDING. THE LOCATION OF THE KNOX BOX CAN BE CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. \ e - ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR GO� INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING COORDINATED WITH THE FIRE MARSHAL'S OFFICE. DISCREPANCIES. 51 n \ C)Q' FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS 3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE. \ �pJ�r 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". \ ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE I I / 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. gyp. DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. TMP.32-37CI 6 CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES ABOVE AND BELOW GROUND SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO \\ PROPOSED LOCATION OF I NTERPARCEL VEHICULAR EASEMENT TO \ TMP 4664-3 PROPOSED LOCATION OFINTERPARCEL PEDESTRIAN CONNECTION TMP.46B4-3 JA-ZAN LLC D6.4873 pp.153-161 3.426 Acres 6' MIN. , LANDSCAPING BUFFER PEDESTRIAN PATHWAY TO THE EXISTING SHOPPING CENTER AT WORTH CROSSING Mary R. & George R. Mercer I SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. \ DB. 3522 p.181 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. DB.3522 pp' ) 189-193 BLA Plat 8. CURB RADII SHOWN, REPRESENTED WITH AN W, DIMENSION THE FACE OF CURB. \ ( 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE \ DB.3522 pp.194-212(Esm t. Plat) SCREENED FROM THE ENTRANCE CORRIDOR. cons 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE \ I A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. \\ I 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A I DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND \ - PERMITS FOR DEMOLITION PROJECTS. 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX OR HOMEOWNERS ASSOCIATION. NO PUBLIC TMP.32-37C AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT \ WGN PROFFITT LLC CIO WALGREEN COMPLEX. (5) PARALLEL PARKING 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS - WALGREENS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE \ \ SPACES (9'X2O') UTILITY AND NO EASEMENTS ARE REQUIRED . DB.3522 pp.189-193(BLA Plat) 14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING _ DB.3522 pp.194-212(Esmt. plat) CONSTRUCTION- 12' LA DSCAPIN DB.3790 692 E P' VDOT NOTES: " � E E E � BUFF AREA 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET GHT OF Y E I - - - _ _ _ -� � « « ` E ` E ` f k E I BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. E F h � «/' _ , - \ 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, RESERVED AREA \ \ D DICATIO R d ----__ -�f� �f `LS`•E f k CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. k E h i`� \ FORDEDICATION PG IT78 N PE ESTRIAN k f E k f f _ i VDO� E E E E F Ems•% f k OB142 ACRES) \\\ (0 06 ACRES) CPA WAY ---- __ _ , 10' MIN. EIS --E E f « h « E f f k STD. CG-2 �i -- (6) PERPENDICULAR 1 6 R _ _ 31D f 6< I i PARKING SPACES g PROPOSED (P)NO _--_ETBgCK` �N•�ANDS , (P) ROLL -FACE w CG-2 CURB _ - - - - _ _ - �E CAPING BUFF (P) NO (9,1 CURBING to ;o PARKING - _ _ _--__ - i ,-' PARKING N (P) NO SIGN PROPOSED CASPIAN LANE k E f E GN C NO u PARKING 311'R - 6' CONC. S/W --- �� \ - - \ (28' PRIVATE ACCESS / �� I PARKING a SIGN �(P) VD T (P) ROLL FACE ---(P)-P19_ _ yr, rn 00 G- EASEMENT 311R CURBING tm (P) VDOT STD. SIGN STD. CG-6 �_ ) E f PARKING P. CG-6 E 50'R - SIGN 1$`� '\ \' {P) STOP STD. _ _ Ln m / ap T k t 9': TYP. �. 9 TYP: a 3�. _2SR R1-1 STOPSIGN 63'R �S;Q A\ E v O 9 9' TVP (P) STREET SIG �_ �� © \ \ O/ .�j t op oo L<i C. . /- t 9' TYP (P EET SIGN (P)VDOTSTD. \ Q E k I � I � 112'X2O' � � � a -12 ADAI RAMP ^ F 12'x2O' (MIN.) ' 91TYP.. hl MIN. GARAGF� iGARAGEi i 00 \ Q0 bridge ahead ------ ------rt-----------rt----J------T-----J-- -- P) NO o sign h E EI PROPOSED 50.0'' PARKINS ' ' ) NO f E MULTI -FAMILY c SIGN i ' 144.T ' i I '- )IRKING ` E BUILDING #11 SI N - N u PROP S D E 8 UNITS , _-------1---- \ '`• E f a (MIN.) , i i i Q / i (GARAGE, ------ ----- -r i -'\ \ ' Y_ '----- --- 5' CONC. SNV \\ 4,865 SF 96.T - - ___ _ --- I---------1- - -� ----- '----�------r- I PROPOSED k T N MULTI -FAMILY ul E E V CZ'I III BUILDING #41Ii i-'f2'x20' g ---- ---- P) VDOT STD 12 UNITS VTS() TD (MIN.) s � h, G-12 A A RAMP PROPOSED 7,305 SF 4 i I i CG-12 /FDA RAM GARAGE_--�\ ?� E f h' k vE ek f •E k f s f f 'E / \ // �\\ / I h E f t k E 5' CONC. SAN Q f E k f f k t k E f k E E k k E E E k f f E t f I« k f f E k f f h k f f E E k •- -� f f k k f k f E k f f k f E f dSEDk E ' . \ \ \ E . v \ g \ N Ep`R \ E5FCONC. S7Vy "' • �''���// mom\ k k f k k f k « • � - f f f k O f k E f L ° •- b• E f E �� � h f E f f k k ° • k f E � i'''\ice' 1\ / _i \ a k f f f f k f f f E _- 26' O'11 \\ POSED f k k E t k TOT LOT f f f h E E f f f k E f f E E k E f E // \ E E E 50.0' \ 2,500 SF « E E E f k E PROPOSED 22' E P-E/P `` (P) R L-FAC _ \ f k E \ k klE EE f f f k f k f E k f E f PROPOSED \ \ E F f E k E E E k E f k E E E ° MULTI -FAMILY ----- •s ` E < E ` E ` e'v ', CURBI G \ M - \\ ULTI FAMILY \\ E E E f f E f f f E E f f ,°` E E k k f h E 1\ _--- \ __,,BUILDING #6 \ BUILDING #2'� ----' ----- I E h h fE f E h k k k h E E f f E k f f k E f f ` 16 UNITS f k k ----_� i' / \ E E Ik f f k « E E f f f f f E f E k E f f t k E e _\ \I\ 16 UNITS ,, \ f t k E f E k h v> v- « k f f E 9710 SF k f h k '� [.,^ /// SF ------'-------- �C EJ`V, / \ g /� f f f k r: 1 J \ ,711)- •v \ \ E k E k f E f f f k f k f E k E f f F ------�------------ -- « 12'x20' (MIN. I PROPOSED E k E E L--'-1_- -- Zg, PCG � \ GARAGE E k f f f f f f f k E k f f a s• . 26 FIC-CI E k f E f E k E E f k E 1 \ • E k E v; 'L__-- MULTI -FAMILY k h k E f h k E E E E k k f h k E f E E F k E f E f F E > f f k f _ _ _____ (P) R LL-FAC ____!---- igUILDING #3 _ E CURBING k E E 1�` k f E E E E f k E f F f E h f f k f • E f f f --- � II f k k E f f E f f E t `P120�O6E©f F EIP \ EI f�h k E k f E PRbP0SEp E E k f E f k 10 UNITS ,1� �f, ^�.k' _____--,,- f f io • - s e E `5E 0Q VQ.*S _ fifl�EfEtEkEEEkffh E E k f k 6,105SF 'PROPOSED 11 / ` I GRASS « E E E $7� CE f f f k f k f E .'v L_- -1 E E 1 f imk E E E E E f f E EIk ECf2EATIEOf�A�` E f t-------------- MULTI -FAMILY ,-- --I f k E k f h` E` f E k E E h E ^- '1 12'x20' r% E k BUILDING #5 1 0 �? E b k f f f E f E f E E MIN. \ k f ED„R /C�" E E f f h k f h P v - f • ,( ) J,` / k 1J 1fT�/ f�FE E h k E E E E E f k k f - E F f E k f - t E I9 « E ` E ` ` ---J f k < E k 10 UNITS (GARAGE / f f k f k f E i h k E r---- Fi • ' k E f . N k E E f h E 6,105 SF f U Q f E k f f f k f k k f f k f k E E f f E f E E f E f k E E f f k f k k E« k f k f,LU z_- k E« f k f k v Z f k IE F f E f f f k E f f E k E f f _J W Q f� k f k k E f E f f h k E F f E f f f-_-_-----I-------- --- -- � ff1 C ^ E f f f k k E f k f f f E k E f E E k f f f f C E E�Rt® * Df ° 1 f k l f E k f f k f f f E f f f f F k E W W//``''��,/\ / / E h E f F k E E f f k f k f E k f f k f k o. X Cl)V•° ev 1 1, -4- 4 f E h f f k f k f E k k E k E f E k E t E k E E f E k f E f E k E f h f E E f«« E k« F' L - _s k f ____ .{C oC T LU f f h t E E k k E f f E k E k E E - F�E£CREATION IFLn f E f f f h k E f D. E E f h k --- 1 12' 2 '/ / / \ •s/ f t k k E PROPOSED E k f E k E f E E F f E f f f E k E f E 86 E kAREEP� ` E f E E _ _ 11 - - __ _ 12 IN. \`\ - / / / a _ _ _ (MIN.) _ E E k f ______1_________ in sk k ` 3 39Q`SSF E E __-- -�} -- (P NO GARAGE \ / E f k DOG PARK E -- ---------------------- •.k E f k E E E f -.� 1 I L / E f f E_f_.--k- r-' -o PARKING 2,250 SF ______ -'. _ _ s'4--t-� E f f E k v 1 SIG _ 29 MAX. FRONT SETBACK f� - L ---- I ----- _ _ _ _ _ _ _ _ _ _ f f k ___ k E k f f k f k v / (MIN.) �. (P) IYV •'. _ _ _ _ _ _ k E E E k -MIN. FRONT SETBACK f E I E f f k f f f E E t f E E E f PARKING P k f f k f k E E __ O _ E E F f E k f h k E k E E f f k f f k < f f • --- --------- I GARAGE Ol f h k E k f E k « k -- SIGN I h E E k f f f EI k f f h k E f f f f f k k f f k f k f E-i ^^ll E k E k k f f f k f E f f f f h k E f f f f f k f E ---- --- - f -E-� E-�-f k f Iv• -- -- -- _ ------ •. • - - - _ _ _ (P) STREET SIGN - - - - Is. 6I _k_ f k E E k E E f f k E f f fEEE«fkk<E`«Ek«E ___ _ _ t E f f k f E E v• .e - _ (P) SIGHT DISTANCE 335' (P) VDOT STD. 0 .35m h` .00 ° o (P)VDOT STD. � N CG-12 ADA RAMP ------ _ - - PROPOSED EMERGENCY ACCESS 50' - - TAPER -------- 50' __ CONNECTION WITH REMOVABLE (P) VDOT STD. WORTH CROSSING (70'_ PUBLI_CI BOLLARDS COMPATIBLE WITH KNOX CG-12 ADA RAMP (p) SIGHT DISTANCE = 335 r TAPER J __ __------- BOX LOCKING SYSTEM TO ALLOW ------ D,B,1018 P.403r D.B.1290 pp.395-696 ACCESS FOR EMERGENCY VEHICLES RIGHT OF WAY - (P) VDOT S DEDICATION FOR PROPOSED 10' WP-2 MILL & OVERLAY DISTANCE TO NEAREST PEDESTRIAN PEDESTRIAN/ WITH ENTRANCE INTERSECTION PATHWAY - TMP.32-36G0 PROPOSED PEDESTRIAN CROSSINGS BICYCLE TRAILWAY (12' x 200') (PROFFIT ROAD) = 435' (0.014ACRES) - LIGHTHOUSE WORSHIP CENTER INC AT INTERSECTION REGENT - \ OB.2664, PG.033 STREET &WORTH CROSSING. CROSSING. D�LSIGN FORMVI-PROVEMENTS _ _ _ _ _ - - - - -v _ _ - - '� S4BJECT TO (%DOT AND ALBEMARLE TMP.46B4-05 TMP.32-36EO ('COUNTY REV( W & APPROVAL PETCHEL, ROBERT G OR KATHLEEN 0 LIGHTHOUSE WORSHIP CENTER INC PR CESS DB.1685, PG.014 DB.3863, PG.154 GRAPHIC SCALE 20 0 10 20 - 40 ( IN FEET ) 1 inch = 20 ft. \ SCOTT/R. CnPLLINS'Z Lic. No. 035791 a �0 07/05/22 ``�� SInrT�,v's�O1. 0 z O V/ u ZIn w O z z O F�1 u) w Lu �/ li c N 0 N w N i n m p o C 0 U O O E 0 C LuICY) N Y/) U C > VJ N N 0 w � z r4 V � J 0 n a tZ N CD Lu > WN � N I-1 L a O N G1/ W > / J O a I..I..I O C L J >/^ z U) ® Lu F� O n o ur ° z a /0/ L 3 z U l O N U 3 O , Q O W J YLu Lu> O LU > ul c 0 Q L Lu Lu O O w U Z_ N LL Z Lu J 0 J w Q o < $ a 1`J N x U x � 11l w J F 0 0 N ULu ~ O a w U o JOB NO. 202199 0 0 0 SCALE 1"=30' 0 c 0 SHEET NO. n N 3 N _Stm. 1. 35.6'of 15 - .83 I II \\---II atm. ra e os © 0.67 op-544.30 I V. o�Util. 00810 of 24"HDPE 11=5.pole 0•587 10=54.41�Stm.grate ` \ Q Gt a ,�o°�,� zr I / Top=541.55 /S\9 c� �r w II 0=538.35(18") Mag S0\ Stm.D. 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Stm.gra e �M M M M M M £ W\/ w w— wv. _ fha. GRAPHIC SCALE 20 —Q— -to — ---2— _ _ 40 — ( IN FEET i = 20 ft. SCOTT/R. Cbi,LINS'Z t-k Lic. No. 035791,a �0 07/05/22 L cvy� V) CV /�/y� l' J z J N CD LU W � N W>J¢ Q J LLi _j } 1 ® LU ~ ~' L9 W LU N LULV l[D G`1 V z v W _j Y LU W ~ wU1 z C) L zNLU Q O � LL I Vl LU J w Q rJ W J `1—AIII JOB NO. 202199 SCALE 1"=30' SHEET NO. 4 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY GENERAL CONSTRUCTION NOTES DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXIS771VG ROAD, A PERMIT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT). 7HIS PLAN AS DRAW MAY NOT ACCURATELY REFLECT DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL 2. ALL MA7ERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SP£CIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. NO7ED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL 3. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER7ICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3..1 OR BETTER ARE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. TO BE ACHIEVED. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND B. 9. UNLESS OTHERWISE NOTED, ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS III. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONSTRUC77ON INDUSTRY (29 CFR PROPERTY NUMBERING ORDINANCE AND MANUAL. PART 1926). 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE PROPOSED TO BE STATE MAINTAINED: CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ROAD NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIAL AND CONSTRUC11ON METHODS OF THIS PROJECT. MATERIALS. 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. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED 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 AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND DRAINAGE: THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 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. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL 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 INSPECTION. WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE 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 PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. COURSE. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS PAVEMENT: AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 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. 1 SM-9.5A TOP SURFACE COURSE OF 4" 2" R CURB 3" BM-25 INTERMEDIATE COURSE SIN HERE REQUIRED) VDOT STD. CURB ^ CON AC D ADJACENT TO DROP INLET (DI-3) AND FLUSH WITH INLET TOP WITH TYPE "A" NOSING r E .fir ~' T 'r.'. '•. �. �._� 3� I ► y. .:...• : . �••: � . � .. r QW LTNE'i� STD. ROLL-70P CURB SECTION DETAILS XS-3A AND XS-3C PLAN NO SCALE wm zx OD =U a (VARIABLE WIDTH) MIN. 5' n � 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 10' ASPHALT PEDESTRIAN TRAIL NO SCALE d14 13" d d 7- d 6" L- 1, �1f6„ 2. \VOT OR 78 STANDARD CG-6 STONE#BA E6U57,#UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. Face of �Curb Invert Line 6in R2ft3in tin 28 in Rift6in 22 d d ° 1.4 d° Builder's Option: Area may be concrete. Bottom of curb may follow slope of sub -base provided a minimum depth 5 Of 7 inches is maintained. ^' ftoin 2ft0in ROLLTOP CURB Face of Curb Invert Line �6 in 26 in Rift3in R 2ft6 in ° 2% d° d C d ° d C °a d• ° dd a" Builder's Option: Area may be concrete. Bottom of curb mayfollow slope of sub -base provided a minimum depth Of 7 inches is maintained. ry 3ftoin DRY ROLLTOP CURB 6" COMPACTED AGGREGATE 0 00 000 BASE COURSE, VDOT #21AOR 2B o 00 " o o� EPENDIG ON ULTIMAITEDTRAFFIICNLIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ALLEYS NO SCALE 2" ASPHALT 6" COMPACTED AGGREGATE o$ o c o`11�1 o 01 BASE COURSE, VDOT #21A o 0 0 0. 0 0 OREPENDING ON ¶MATE DTRAFFIIC LIMITS \ �\/���\�/ �%��\ AND UNDERDRAINS SUBGRADED ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING --- PAVEMENT EX. STONE \ / /\/ /\/ \ �/\\/��/\��\�%\1/�//W/ COSUBBASE MPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY 6" VDOT 27A STONE BASE 6" VDOT 21A STONE BASE TRIP GENERATION SCALE: 1" = 100' TRIP GENERATION CALCULATIONS TE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE -RIP GENERATION MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE )EVELOPMENT PROPOSED 72 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 528 ADT (264 ENTER/ 264 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 34 VPD (8 ENTER/ 26 EXIT) PM PEAK RATE - o.56 VPD PER DU = 42 VPD (26 ENTER/ 25 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp ADT Private Alleys 528 2 548 5 5 12.33 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 TYPICAL ROAD SECTIONS N TS NOTES: i. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. ROLL TOP CURB OR CG-6 /SEE PLAN SHEETS FOR LOCATION CURB & GUTTER TRAVELWAY ROLL TOP CURB E OR CG-6 1.5" SM-9.5 ASPHALT SEE PLAN SHEETS TOPCOAT FOR LOCATION 6" COMPACTED 3" BM-25 CURB & AGGREGATE BASE INTERMEDIATE COURSE GUTTER COURSE TRAVELWAY 28' PRIVATE ACCESS EASEMENT TYPICAL PRIMATE ALLEY SECTION T f77ff NO PARKING (28 ' TYIDTII PRIMATE ACCESS EASEW iVr) 20 MPH DESIGN SPEED NOT TO SCALE ROLL TOP CURB OR CG-6 /SEE PLAN SHEETS FOR LOCATION CURB & GUTTER TRAVELWAY -1.5" SM-9.5 ASPHALT TOPCOAT 6" COMPACTED � 3" BM-25 AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY 6" VDOT 21A STONE BASE PARKING SPACE 28' PRIVATE ACCESS EASEMENT TYPICAL PRIMATE ALLEY SECTION TYITII PERPENDICULAR PARKING FYIDTII PRIMATE ACCESS EASEMENT) 20 MPH DESIGN SPEED NOT TO SCALE CG-2 6" VDOT 21A STONE BASE SCOTT/R. CtTLLINS'Z Lic. No. 035791,E pow 07/05/22ty� ti'SIONAL E�Ol N � N � w N i Q y 0 CD 0 � r o U O 0 0 0 CA M U =_ ZCY) CA > > N C M z � Q J1 n N LU a 0 V / y a � J LU Q ° C J ~ o I-1 2! � UIL f LUF1 J '0 CL Q C ° p F- J z LU0 W 3 a Q o m 12 z U W1 O Q Y w�� LU> w I_LLJ 0 o O 0 � � zUl H 0 z Z LU W O O w _w Z H Z JLU J o Q 0 J Q n 0 > C:)_! ON - r Lu w o a1,7 U=) 1013 NO. 202199 0 0 0 SCALE a c AS NOTED 0 0 :J:Iaa�eL•J� I� 5 I�