The URL can be used to link to this page

Home My WebLink AboutSDP202200047 Plan - Submittal (First) 2022-06-28GENERAL NOTES OWNER: IMP 04500-00-00-068C2 TMP 04500-00-00-068EO VICTORIAN HEIGHTS LLC VICTORIAN HEIGHTS LLC 455 2ND STREET, NE, SUITE 400 455 2ND STREET, NE, SUITE 400 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT 455 2ND STREET NE, SUITE 400 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 04500-00-00-068C2 & 04500-00-00-068EO TOTAL AREA: TMP 45-68C2: 2.710 ACRES (INST. #•202100020647) TMP 45-68E0: 2.211 ACRES (INST. #• 202100020645) TOTAL ACREAGE: 4.921 ACRES ZONING: R-15 RESIDENTIAL, CLUSTER DEVELOPMENT & BONUS DENSITY FOR AFFORDABLE HOUSING. IN ADDITION, THE PROPERTY IS SUBJECT TO AIRPORT IMPACT OVERLAY DISTRICT & STEEP MANAGED SLOPES OVERLAY DISTRICT PROPOSED USE. 88 SINGLE FAMILY ATTACHED & MULTI -FAMILY RESIDENTIAL UNITS (34) TOWNHOUSE UNITS OF WHICH (11) ARE AFFORDABLE DWELLING UNITS (54) MULTI -FAMILY RESIDENTIAL UNITS (ONE & TWO BEDROOM UNITS) PROPOSED USE ACREAGE: PROPOSED LOTS: 3.286 ACRES (CONDOMINIUM & TOWNHOUSE LOTS) PROPOSED OPEN SPACE: 1.228 ACRES PROPOSED RIGHT OF WAY DEDICATION: 0.407 ACRES DENSITY.- ALLOWABLE BY -RIGHT DENSITY: 15 DU/AC + MAX. 309 BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING ALLOWABLE DENSITY.- (4.921 AC - 0.407 AC (R/W)) x 15 DU/ACRE x 307 BONUS INCREASE 4.514 ACRES (ACREAGE OF SITE) x 15 OUA x 309 BONUS DENSITY INCREASE = 88 UNITS ALLOWABLE DENSITY: 67 BY -RIGHT UNITS + 11 AFFORDABLE & 10 MARKET RATE UNITS TOTAL ALLOWABLE DENSITY: 88 (19.49 DWELLING UNITS/ACRE WITH ROW DEDICATION) TOTAL PROPOSED DENSITY- 88 UNITS (19.49 DWELLING UNITS/ACRE WITH ROW DEDICATION) OPEN SPACE: TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257.) 4.921 ACRES - 0.407 ACRES (R/W DEDICATION) = 4.514 ACRES (SITE ACREAGE) TOTAL OPEN SPACE REQUIRED: 4.514 ACRES x 251, = 1.129 ACRES TOTAL OPEN SPACE PROPOSED: = 1.228 ACRES (27.21.) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND DEDICATED TO THE HOA. TREE PRESERVATION: NONE REQUIRED WITH THE DEVELOPMENT PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. BUILDING HEIGHTS: NO MINIMUM BUILDING HEIGHT & MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR A SPECIAL EXCEP7ION SHALL BE APPROVED. A SPECIAL EXCEPTION REQUEST HAS BEEN SUBMITTED WITH THIS SITE PLAN TO ELIMINATE THE BLDG STEPBACK. TOWNHOUSE UNITS 35' MAXIMUM BUILDING HEIGHT (3 STORIES) & EAVE HT.=29.67' MULT7-FAMILY UNITS: BLDGS 1,2 AND 3.• 60' MAXIMUM HEIGHT (4 STORIES) PROPOSED HEIGHT = 48' MAXIMUM BLDG HEIGHT (EACH UNIT) + PERGOLA BLDG WITH PERGOLA MAX. HEIGHT = 54; NOTE: PERGOLAS SHALL BE LOCATED ON THE INTERIOR SIDE WALLS AND WILL NOT AFFECT THE OVERALL MIN. SIDE SETBACK. SETBACKS: FRONT. 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE: 5 FEET, (NOTE: ANY DWELLING UNIT THAT EXCEEDS 35 FEET IN HEIGHT SHALL E SETBACK 5 FEET PLUS 1 FOOT FOR EACH FOOT THE DWELLING UNIT EXCEEDS 35 FEET TOWNHOUSE UNITS 5' SIDE SETBACK CONDOMINIUM BLDG- 5' + (48' - 35) = 18' REQUIRED MINIMUM SIDE SETBACK REAR: 20' MINIMUM. NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX FEET FROM ANY LOT LINE. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTHFORK RIVANNA RIVER WATERSHED AGRICULTURAL/ FORESTAL DISTRICT: NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JANUARY 2021. THE BOUNDARY LINE INFORMATION IS PROVIDED BY TIMMONS GROUP. INFORMATI0N FIELD VERIFIED BY COLLINS ENGINEERING OCTOBER 2021. DATUM: NAD 83 EXISTING VEGETAT70N: BOTH PARCELS ARE PRIMARY WOODED, WITH EXCEPTION FOR THE CLEARED AREA ASSOCIATED WITH THE UTILITY EASEMENTS LIGHTING: NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT DUSK TO DAWN LIGHTING WILL BE PROVIDED ON EACH BUILDING. ANY SITE LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS. PARKING 88 SINGLE FAMILY ATTACHED & MULT7-FAMILY UNITS = 176 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 176 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 22 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 25 SPACES ROADWAYS AND PAVED CIRCULATION AREA = 28,235 SF (ACCESS EASEMENT/TRAVELWAY) IMPERVIOUS AREAS (WITHIN LOD): PROPOSED ROADWAY = 40,550 SF PROPOSED SIDEWALK = 11,330 SF PROPOSED DRI VEWAYS = 22, 000 SF PROPOSED BUILDINGS = 5Z460 SF TOTAL = 131,340 SF PHASING. THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES PARCELS 1-15 AND THE RESIDUE PARCEL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN, SEE SHEET4 FOR DETAILS. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBE. CO. STANDARDS. TRASH: EACH UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER, AND ALL TRASH SHALL BE COLLECTED BY A DRIVING DUMPSTER SERVICE. ICINITY MAP E: 1" = 2000' Po° TH OF VICTORIAN HEIGHTS ISCOTT R. LINS Z FINAL SITE PLAN SDPm2022mOOO� RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET/LAYOUT SCALE: 111 = 50' I I I , I / TMA LEWISI / WEBER,ALIVING TRUST ZONING: RURAL DB.4998, PG.437 I TMP DAM I HI LDA MAE OR WILLIE , 45 9 ZONING: EEHINES / TMP 6 HUNTER - ZONISG: RURAL , REVOCAB ETRUST C70 DB.vo 6, PG.6o I , / TMP 45-72 HUNTER W WOOD, RIVANNA WATER & TMP4S/ TRUSTEE SEW ER AURTHORITY / ✓ ' RIVANNA WATER & ZONING: RURAL ZONING: RURAL SEWER AURTHORITV D8.53oz, PIG 48 - - _ D8.768, PG.z77 ZONING: RURAL / D8.768, PG.z77 WOOD URN STATE ROUTE 659 40' RIW (DO 534, PC 1574) - _________-_-_-_-_-__----- _ -_- - - - - _ -_ LOT. ` � - LOT, LOT 1 � .. .; ,...._ -------- -� - - - - LOT L0T5 LOTS - 4 LOT7 -�L L it 1! _ LOT8 LOT. I Dln I LOT vo // A n \ I I 1 LOTss LOT LOT / I mlm< LOT zB LOT LOT LOT LOT 33 LOT 34 \ I vz ¢3 LOT LOT LOT LOT v7 LOT vB I ). LOT LOT LOT LOT LOT z6 LOT 27 m, ,'^„ LzOT 30 3a 32 a9 LOTzo LOT 21 LOT 2 3 2 4 25 11 3 I _ I RIVATE CCESS ASEME _ - PERSEUS LANE- - I � I; - L__ I I f L I j � B,ILDING #i I i Izy UNITS I Ifz4)MAR KET -. IRATEUN I I I I i BUI<IIDING#z vUNITS (a6) M�RKET RATE WHITS I I I II I II I I I - UNITS 777777777/� ��- ---- ------------ --------------------------------------------------------------------------------- BERKMAR DHNE--- ---------------=- ___-----� --- STATE ROUTE 1403 ------ ----- --___ *= DENOTES TMP4S-68 - - - - AMATO, SANDRA P; CHRISTOPHER B AFFORDABLE TMP 45-68Co �- GLEASON & HUNTER W WOOD, DWELLING UNIT CHARLOTTESVILLE TRUSTEES REALTY CORP I ZONING: HC ZONING: HC / D8.5376, PG.6o8 DB.i439, PG.v96 RECREATION AREA: REQUIRED RECREATIONAL AREA: 88 UNITS x 200 SF = 17,600 SF PROPOSED 22,220 SF (0.51 AC) INCLUDING (1) TOT LOT (2,515 SF), (1) RECREATI0N FIELD (8,000 SF), AND PASSIVE RECREATIONAL AMENITIES TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM: ONE (1) SWING (FOUR SEATS) ONE (1) SLIDE WITH TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES RECREATIONAL PLAYFIELD NOTE: A RECREATIONAL SUBSTITUTION WAIVER WILL BE SUBMITTED WITH THE FINAL SITE PLAN FOR THE PROPOSED RECREATIONAL AMENITIES WITHIN THE DEVELOPMENT. OFFSITE EASEMEN T• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS. OFFSITE UTILITY EASEMENTS AND SIGHT DISTANCE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT NEEDED FIRE FLOW CALCULATION: TH UNITS: NFF=(C)(0)[1+(X+P)] = 2,750 x o.85 x [1+(0.22+o)] = 2,815 GPM x 0.50 (SPRINKLERS) = 95o GPM NFF C=18F(A)Ao.5=18*1.5*3,63OAO.5 =1,75o GPM (ROUNDED) CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION (IBC TYPE V-A)=1.5 A=2 FLOORS X 2,825 SF= 3,630 SF (TYPICAL TOWNHOME) 0 = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE X=0.22 FOR o' AWAY BUILDING EXPOSURE BETWEEN 2-2oo FEET P=o FOR BUILDINGS RATED SPRINKLERED 5o%REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS CONDOMINIUM UNITS: NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR = 2.5 TOTAL GROUND FLOOR AREA =13,88o SF (LARGEST CONDOMINIUM BUILDING) TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 42,640 SF REQUIRED ISO FIRE FLOW =3,500 SF NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG WOODBURN ROAD IS 2,296 GPM AT 92 PSI. BUILDING CODE NOTES: 1. 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 A117.1-og AND THE 202S 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 2,1985 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 540-562-385o x131. 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 METERS)/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. Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 LAYOUT PLAN 3A PLAT AND EASEMENT EXHIBIT 4 UTILITY PLAN 5 GRADING AND DRAINAGE PLAN 6 NOTES AND DETAILS 7 UTILITY NOTES AND DETAILS 8 ROAD AND WATERLINE PROFILES 9 SANITARY SEWER PROFILES to STORM SEWER PROFILES 11 STORM SEWER PROFILES 12 DRAINAGE MAP 13 OFFSITE DRAINAGE MAP 14 DRAINAGE CALCULATIONS 15 SIGHT DISTANCE PROFILES 16 LANDSCAPING PLAN 17 Total Sheets LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) 200 EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506. 21 EP PROPOSED SPOT ELEVATI0N TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506. 21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO 0 0 0 100 YR. FLOODPLAIN ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, loTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 88 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 644 ADT (322 ENTER/ 3zz EXIT) AM PEAK RATE - 0.46 VPD PER DU = 41 VPD (9 ENTER/ 32 EXIT) PM PEAK RATE - 0.56 VPD PER DU = 49 VPD (31 ENTER/ 18 EXIT) 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 No. 35791 11�:- ' 6/27/22 Po�'Slnn,nT. E�G� i z O Vl U) U w J Z 0 � F LUOa LU � L a w LU z 1�1 z 0 O � � In / Ww > In ce w Q Z cy' ti M M N M W N O N W N I n LU U) LL] Vl L L] O U Lu w a v=) JOB NO. 202196 SCALE III _ 501 SHEET NO. 1 c / TH 0 _ SCOTT R. LLINS'Z N. \ C) No. 35791 a�- 6/27/22 101INVAL 'Fl TMP 45-7 / WEBER, LEWI A LIVING / \ TRUST / \ \ \ / ��' ZELDA MAE OR3 ILLE / \ ZONI G: RURAL D 4998, PG.437 / I \ LEE HIRERZL 1 RURAL � DB.1056, PG.607TMP 4S-72 � \ RIVANNA WATER & / I \ \ SEWERAURTHORITY , 1 / ZONING: RURAL � TMP45-7i / TMP 6 Bi \ 7) OH I / DB.768, PG.277 RIVANNA WATER & I 45' 9 I u — - HUNTER W. WOOD IA w — WOODBURN ROAD / ONINGRRURA TY V� z a / REVOCABLE w DB.768, PG.277 TRUSTZONING: RURAL / o w off STATD^ROUTE 659_ / / / ST oz PG. 8 O d m H ^ I 40/ , off � RAW (D9, 534, �0 154J I — _ — — _ a —x—x— x— / N ° \ WM— / ° x— ——x—x—x—X / �— � — 49 48 — _ —o / x, x _ — O ` n 33.8z 359 49' �— / H x x —x—x— J / — �RI�( — 20 \ 0 z — x — - �i �1t�bDB�! — �5 z 3°i / 5 / o vni �� 18 RC __ ____ — /y-_ _ �_ _ — � / TAT€ ROUTE j f - —M �` — — ° 540L AA N47 06' 04.79"E 93.41' = S32° 27' 29.61" z 32' L �� - W U) WM \ J L/ / 1 __ —/ N ° 43' z776' E z17.85' - 53z° 2T 2g.6i E —_ � -------- EXISTING 15' PRESCRIPTIVE EASEMENT N41° lj o4.76"E 88.86 — hex° 22" CMP (PLEASE SEE NOTE i ON THIS I / — - - — 5'WATERLINEEASEMENT / / \ / — CULVERT TO REMAIN V / SHEET) N47° o6' oy 7 'E 55 51' FORTMP 45-68G (SERIES) A�o/ DB. o PG yob ✓ - ---- I � \ pry; poi / _ i h 5 q,/ / / \sue EXISTING GRAVEL "> DRIVEWAY TO BE G TMP NEIGH TMR-8o �, REMOVED. VITORIA HEIGHTS LLC / / RIDTEWC�ODMOTEL8�- / — / J � \ \ \ / zo'WATERLINEEASEMENT / � / /c�3o �ti(b / / Z'ONING:R25/ / � TMP45-68D1 MANOR LP \ / / TMP 45-68C2 / FOR CITY OF DB.5645, �357 ty° COMMONWEALTH OF -- ZONING: R6 -- — — VICTORIA EIGHTS LLC / / �' hti D6 5245, PGsoo / VIR&YNIA VDOT RIGHT OF L N / \ CHARLOTTESVILLE / / / ti� / / 39g WAYS€C?ION a N h h / / D6.1446„PG.1z5 �. ,ZONING: C1 -DBSi63,PG.yoS \ / S3G� ZONIN i5 DB388PG66 / / / / h ryy/ vo �1779,PG. o / D6.5655, PG _Z / / / / / / \ / / \ , \ DB.5292, PG.237 3 40 / / WOODED AREAWITHA 5 / / 2.2jYACRES o COMMERCIAL S o / MIXTURE OF DECIDUOUS AND r DB•1775, PG•432 / / / / WOODED AREA WITH A L�/ / w / DB 2f54 PG 51y 3o C i w GRASSED AREA ALONG / / / MIXTURE OF DECIDUOUS AND / m M V_ERGREEN TREES D 439i PG.196 / / = VERGREEN TREES co / Q WATERLINE EASEMENT / / / i / 530� v 2.7i"CRES 3 / / / / / 00 L9 /� � V — /�//// / / / / o/ X XISTING WATERLINES / / / / , / h° / ti z o A ."TO REMAIN C ) to \ 2 530LIMITS OF EXISTING/ / �/z� / _ " / / -MANAGED STEEP SLOPES ON THE / / i5y 51°/ - - G C ME TO BE SITE �� / 508- EXISTIN ONCRET FLU CM z SaBE o / / -5°6 ABANDONED IN PLACE WITH TSTING PIPE HE USE Q / - / -OF FLOWABLE FILL i CV i / / i Soy / O Q ro 2 / — / VARIABLE WIDTH DRAINAGE / / / / / / - O J d — °o EASEMENT FOR PUBLIC USE / �� — 5or �5 / / N 520 / � / / / / DB.2446,P.1z5 / �496494 / CV Z / TO BE EXTINGUISHED) / 2 6 I �' � - - TEMPORARY / ! / / / ( 49 49° N88 4a .484 ay� W Q Lu O \ EXIST! G CURB INLETTO BE �� / / / / 4 REMOVED AND EXISTING PIPE TO BE - - REMOXISTIVED. G . HEADWALL PIP BE / i i ABANDONED IN PLACE WITH THE USE i5 ° / � CONSTRUCTION � � � /� �. REMOVED. EXISTING PIPE TO REMAIN. / / � � _ I� — 2 EASEMENT ; _< V / DB1439PG196 DOGHOUSE MANHOLE PROPOSED / / Lu J / OF FL WABLE ILL VARIABLE WIDTH WATERLINE / y� F J / EASEMENTFORRIVANNA WITH THIS DEVELOPMENT. _ \ / / — � VARIABLE WIDTH DRAINAGE � 5�z zl o � �� jWATERANDSEWERAUTHORITY_510., , -_ o J / — EASEMENT FOR PUBLIC USE _ DB 1446 PG 1z5 - - - - Q -VARIABLE WIDTH WATERLINE - �- - _ - DB.1446, P. _ / U) Ll� TO BE EXTINGUISHED) BENCHMARK � ,/ � � � � — — EASEMENT FOR RIVANNA - - ( _ .� � _�- - - - - - - - TOP OF DROP INLET \ s�° — WATER AND SEWER ! \ - dl,_ _ - - - - - - - LL / S24- - - — ELEV=514.08 11 AUTHORITY Soo C3 - - \ DB1446PG1z5 �9 F9° _ 0 A O - - - - _ - - — —_ — �- Q / - - = Ln / \ �_ __ ----- ____--- - / / _ _ \�� / v � O -- S 2°12' 1'W 200.00' -- - -- 9— ----_- �_- — / LL.I BERKMAR DRIVE -- ----- —°° 78�A___- _ _ _ ✓� — — 15" RCP _ / / �'' A = - +-- - STATE ROUTE 1403 - - - —�/ / / �� x � X X x T �D � _ AL -MART R EA J ----- — - PUBLIC _ - - - - - - - - - - - 50' PUB � / / / / � — hy6---------------- ---- -- --- - � WAL-MA TSTORjy II ///U) Q O - - - - � 15" RCP - - _ BENCHMARK �/ / �� / / �� #1 80 \ ,,/ � TMP 68 - �x_x � ZONIN :H(efrz, F_ L.L _ TOP OF DROP INLET / AMAT,O; SA R P / / DB.1881, G.112 ELEV=503.67 9 // /� �- W CH IST HUNTER W �/� OOD, O H E / G EASbN $ x - -- / _ - ----- -- x _-- 1 1 i// TRUSTEES 1 i X x � Z NI � � � l � � �I �V � \ 1 ( 1 � III � � t — / LIMITS OF EXISTING CURB -- r TMP - _ = br X X 537 P�6 \ > X 45 68Co - 1 / / 7 / / AND CONCRETE SIDEWALK TO CHARLOTTESVILLE \ \ \ I \ w w ENTRANREMOVED CE AT BERKMAR REALTY CORP _ 1 DRIVE / ZONING: HC / �� DB.1 PG.1 6 / Q — X—x X ��_� �� / �/ / / / / o x—X—X �� / / I� I N TMP 45-68C1 I ` I I ` I / NOTES. MALLOY FORD 1 I 1 I \ / I ' /// �/ / / 1. D.B. 534, PG.154 (1973) SHOWS ADJACENT LANDOWNERS GRANTING A 40' RIGHT-OF-WAY ACROSS WOODBURN ROAD. THE LANDOWNER OF ZONING: HC / / TMP 45-68C2 DID NOT SIGN THIS OMNIBUS DEED. THEREFORE THE PROPERTY LINE IS SHOWN TO THE CENTERLINE OF WOODBURN ROAD PER DB.4863, PG.461 \ \ I I \ / / I I l r / D.B. 478, PG. 526, A PRESCRIPTIVE EASEMENT 15' SOUTH OF CENTERLINE OF WOODBURN IS SHOWN HEREON. 1 2. THE BOUNDARY SURVEY SHOWN HEREON IS BASED ON FIELD RUN SURVEY BY TIMMONS GROUP COMPLETED ON SEPTEMBER 28, 2021. G I � W GRAPHIC SCAL� �� / 1 IN E ET T CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C4 2760.66' 40.23' 20.1 V 0050106" S41 °4754"W 40.23' C5 5755.50' 141.11' 70.56' 124'17" S41'3049"W 141.10' C6 2760.66' 435.08' 217.99' 9"0148" S36°5158"W 434.63' BOUNDARY BASED UPON FOUND MONUMENTATION AND EVIDENCE RECOVERED FROM THE LAND RECORDS OF THE CLERK S OFFICE OF ALBEMARLE COUNTY, VA. a N 3. BASIS OF MERIDIAN IS NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. JOB No. 4. UNDERGROUND WATERLINES SHOWN ON THIS SHEET WERE FIELD LOCATED FROM MARKS BASED UPON MISS UTILITY (811) TICKET NO: 202196 B1267oi3i6. 5. THE PROPERTIES SHOWN HEREON ARE WITHIN AN AIRPORT IMPACT OVERLAY AREA. SCALE 6. THE PROPERTIES SHOWN HEREON ARE WITHIN A WATER SUPPLY PROTECTION AREA PER COUNTY GIS. 1" - 30 7. THE PROPERTIES SHOWN HEREON ARE NOT LOCATED WITHIN AN AGRICULTURAL -FOREST DISTRICT. SHEET No. 8. THE PROPERTIES SHOWN HEREON ARE NOT WITHIN AN ENTRANCE CORRIDOR OVERLAY AREA. \ \ I inch = ft. I 1 2 — / SIGN15TANCE=39° - - - - - - - - THP 45-74A WEBER, LEWIS A LIVING TRUST I m TMP 45-72 RIVANNA WATER $ / SEWER AUTHORITY D.B. 768, PC 277 / TMP 45-68C2 / / 2.710 AC (APPROX) / VDOT R/W_ _ - x-x--x--x--x--x-x--X--x--x % — o N49°48'33 8z"E 35s, 49' PROPOSED 5' CONC TERE — — PROPOSED VDOT STD. CG-6 CURB SIDEWALK (TYP.) r ' N SEE DETAIL ON SHEET 6 0rj . - -'MIN. FRONT SETBACK E -- -- — — N47 21' 11.59"E - - 20 -5 MIN FRONT SETBACK ---- ct 6'Xg.S' PORCH 31 - 20 - __ --- - - - - - �5 M X SETBAC (TYP.) I I - ". 16 16' PAVING LEGEND SEE SHEET 6 FOR DETAILS AND SECTIONS = ALLEY ROADWAY PAVING = PUBLIC ROADWAY WIDENING (BERKMAR DRIVE AND WOODBURN ROAD) = AREAS OF MILL & OVERLAY = CONCRETE SIDEWALK TMP 45-73 HINES, ZELDA WOR =ASPHALTTRAIL WILLE LEE HINES DB. f056, PC. 607 = ASPHALT DRIVEWAY = AREAS OF DRY ROLLTOP CURB = OPEN SPACE AREA NO PARKING SIGN LEGEND FOR LAYOUT PLAN NO NO NO PARKING PARKING PARKING ANY ANY ANY TIME TIME / x TMP 45-68E / II 2.211 AC _ (APPROX) x� x X� x—xJ x—x_x—x—x PROPOSED VDOT R/W S32° 2]' 29.6i"E 20.32' DEDICATION ;.gz' 20, 5' MIN. FRONT SET BACK n— n M o - - — — — o- — SIGHT DISTANCE_-- 9" TMP 45-71 / RIVANNA WATER $ SEWER AUTHORITY D.B. 768, PC. 277 BUILDING CODE NOTES: i. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 2. WHERE THE FLOOD LEVEL RIIMS 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. 3. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. TMP 45-69B1 WOOD HUN SCOTTIR. Cb,LLINS'Z No. 35791 6/27/22 REVOCABLE TRUST l D.B. 5302, PC. 48 z / D o nLu / r / �Z Z o m m _O � Q _ UW _ — — — PROPOSED 5' CONCRETE m ICI w SIDEWALK (TYP.) PROPOSED VDOT STD. BURN ROAD SEEDETAIL ON SHEET6 - = p z W) WP-z PAVEMENT WIDENING T DISTANCE=39 - p Ln _ STATE ROUTE 659 _ - ` MILL&OVERLAY (TYP.) 40' R/W - ��- SI / w m Z- o VDOTSTD. --- - fN W V) CG-1z (TYPE B)� CG-1z (TD / PROPOSED VDOT 1;Q TYPE B) 1�...: - - - ., .. , STD. CG-6 CURB z N- �4 - �6' T.' 16 16' i6,` 27 .1 DE SETBACK - I LOT 1 LOT LOT 5 - - _ Q z -- --- - - - - - - _ O ' 21 __ _ "1 20 24 �FRONT SETBACK �I TMP 45-80 PROPOSED FENCE 16' V 00. az'Xzo' LQT2 3* LOT I _ I O]I-------i6, STREET SIGN(TYP) I III C o RlDCEWOOD LOT 6 w ---_ - - ' Mp)(1 SETBACK - - NMOTEL $ I az'Xz '16' - 16' DOT STD R1a STOP SIGN (TYP.) �- WITH GATE - 5 SIDE SETBACK OPOSED VDOT STD. CG-6CURB - MANOR LP (MIN.) 0 1 —�n GARAGE (M.)zu 12'X 20' az'X zo' I LQT] 6'Xg.S'PORCH _ I ` - PROPOSED VDOTZONING: R6 I GARAGE - _ _ STD. �G 6CURB GAR(MIN.) (MIN.) (MIN.) az'Xzo' I I Q I N (TYP.) 25' MAX ETB TOT LOT w N N N 6'Xg.S' PORCH -PROPOSED 1' 2 'D.B. 5f63, PC 405 I GARAGE (MIN.) LOT8 I LOT 9 1 AK - w - - 4 - - r LOT LOT 33 I LOT 34GARAG GARAGE (nI tbGARAGE 1z'Xz°' `'Loo —5K 25AX SET ACK (TYP.) �I ACCESS ESMT I T 28 LOT L oT LOT 32* I yz'Xzo, nz'Xzo' a2'X z0' w SIDE SETBACK ` E/P zi xzo ) I 12' (MIN.) (MIN.) I �I I LOT 10 w 5 / - - - - - - - � - Qo 3 * 31 * I GARAGE - 29 u' X zo' (MIN.) GARAGE °o zo'REAR SETBACK * GARAGE I I i1 az'X:o' LOT 11 LOT -_ LOT.-'' _ - .. N LOT z6 LOT 2] I 1 I az'Xzo' yYXzo' (MIN.) GARAGE i0 ( ) 1$' �2.4 (MIND 12 LOT' LOT !LOT ` k�• LOT LOT LOT yz•xzo• I 3 (MIN.) az'X zo' (MIN.) (MIN.) GARAG N \ zMIN.) zz'X2o' 13*' �49: 9 LOT zo 2 I I ( ARAG zo' REAR SETBACK (TYP. GARAGE C S ESM GARAGE MIN. GARAG ) RAGE (MIN.) 1 16 I I I� LQT1 21 LOT z * LQT 5 arx2o' (MIN.) I ) GARAGE (MIN.) zz X2o'd az'Xzo' S* LOT 1] LOT 16 I I _ . 22* 3 z4* (MIN.) GARAGE �� I GARAG 1H' 20' -- GARAGE (MIN (MIN.) zz'Xzo' 12 Xzo' . ;. zz'Xzo' ai Xzo' 1YXzo' az'Xzo' zYXzo' 12'X 20' GARAGE I I 24 III d ) GAR yz'X2o' az'X 20' . . . . _ (MIN.) (MIN.) za'X 20' (MIN.) (MIN.) (MIN) I I • • • \ (MIN.) gRAGE I I F C FIC 1 I 5 51DESETBACKI i2' d (TYPJ _ - SIGHT DISTANCE=155' (TO END OF ROAD) G RG)E • GARAGE GARAGE (MIN. STREET SIGN (TYP.) ( ) .�. — _ 2O 37 \✓ / i i 2p` � y I GARAGE GARAGE � GARAG ARAGE GARAGEI *' % -r — — 1$ 18, GARAGE s t t VDOT STD R1 1 STOP SIGN (TYP.) ) PROPOSED VDOT STD. CG-6 CURB FUTURE LOCATIONS OF ---- - - ' ' _ 12' 23+00 L 12' 118' INTER -PARCEL CONNECTION — (rYP.). * 26 REAR SETBACK Z ` ' ' TYP 26 REAR SETBACK a __ _- 2 _ _ 19+72 30O'fl i' — — - -L)— _ � ` ' - ( ) — } ... (I =—'L- SR _ m - - - - — -- -- - -- IP PROPOSED ROLLTOP (6o'GRADING&ACCESS ESMT) t�i - a 20' i6' — _ ` ` 1 - - i6' i6' 16' +oo (� DRY ROLLTOP CURB W L.i 16' — _ ly 46'Q- N . • ... UUU f 20 SEE DETAIL ON SHEET 6 N ' -Co i6� 16' 20' ry 23'. ` ` e 2] 20' �� _ N_ n N g O' LENGTH OF CURB FOR DRIVEWAY ACCESS (TYP.) TRANSITION FROM ROLLTOP o - - EAR 4 `� _ R4 PERSE _ - _-_ - - 17 0o DRYROLLTOP CURB - " - T - 1 I 500'R Op Spq�6 PROPOSED ROLLTOP CURB- STp SEE DETAIL ON SHEET 6 �— SEE NO INSHEET6 ' CURB TO CG-6CURB ° SE 300' SIG 18+00 25 00'R ry / _ _ 1 +oo (8' PRIV TE AC ESS EA EMENT 1 + FOR DRlvewnv Aaess TYP. HT D N R 3 - _ 45-68D AC � � n DEAD END AT ALLEY (6' MIN. TRANSITION LENGTH) "' / � S °O 16+00 + F " _ NO PARKING SIGNS T]dP �j,TH SEE DETAIL ON SHEET / - SPACED1So'ON CDMMON NO PARKING SIGNS _ RECREATIONAL _ ( )-- - _ - - - 9� ® i9 \ CENTER (TYP.) Of VIRGIN OF SPACED i5o' ON / 19. ® ® - AREA = o.114 ACIA zo' REAR SETBACK SEE DETAIL ON SHEET 6 • ^ - zo REAR ® ®(TY ® zu v,W SECTION CENTER(TYPJ ®. ® LO NO PARKING SIGNS- - _ ®SETBACK '+2 \ MAY Ci I MIN yz zo® 35.. ® SPACED 15o' ON -91 - - - - - - - - - zo' I 1 I GARAGE S' SIDE SETBACK ER61AL (MIN.) I ® ®( - . . - F- , I (MIN.) I I ((GARAGEI z'Xzo'I' MM 54, (MIN.) I I zz 20 az' zo' ®. CENTER(FYPJ TY � PROPOSEDz8.. Z>" -~-� ® ® ®1iXzo1lz' ® 1 y(MIN) I MIN.) ONING' I GARAGE (MIN.) (MIN I u zo ® ® ® O GARAGE I I I zz zo' ® ® TY 2 .$ ® zo y4 zo' 1 (MIN.) 1 I i7 S'SIDE SETBACK I zYXzo' iz'X20- az'X2 GARAGE GARAGE' I I (MIN.)I I (MIN.) 1z zO• a ® ® ® ® ACCESS ESMT' ® ® ® ® 7 y( I I I GARAGE INd1y2' 1lII (MIN) I DPG'S14 (MIN. I I o I I I (MIN.) I 112 zo z zo' ® 'I • • 4 • I ® ® ® ® ® 1z'Xzo' 1 1 (MIN.) (MIND I 1 1 GARAG Ia(MIN.) I LGARAGEI I (MIND I (MIN.) I I�zz'Xzo'Iaz'X zo(GARAG I I I I (MIN.) (MIN 1 lu'Xzo'I az zo ® I . . . . . 1P.3i ® I zz zo az zo ( I i I I �+__- I '1 L--_LARAGE (MIN.) I �aYX zo GARAGEIGARAGE GARAGEI ') I (MIN.) I az zo a zo' a zo' Izz zo Izz zo' zMIN) y(MIN) ( MIND I II GARAGE ARAGE( IyyXzo I (M AR_J N -IGARAGE __-�---LGARAGEI (MIN.) I (MIN.) �iz'X zo'I h GARAGE (MIN.) I 12 ' k • • k • MIN) (MIND Xzo' I IG Il y( Xzo'II (MIN.) I---i---I GARAGEI ARAGEJ___1'-- I J __LGARAGEI I (MIN.) IzYXzo I i IGARAGE (MIN. 13 (MIN.) (MIN.) (MIN.) (MIN.) GARAGE GARAGEI (MIN IGARAGE GARAG 12 Iyz'X20 I MIN.) GARAGE L_ GE d _ TRANSITION FROMROLLTOPCURBTO I - J___1GgggG�_-- I ((MIN.) I'z2Xzo1 iYXzo'lu'Xm1GARAGEj IGARAGE e4`` GARAGE �,ARAGEI IGARAGEIGARAGEu'Xzo'Ia'Xzo' iz'Xzo'laz'Xzol' IlziXzo'�I 11(MIN")I(MINJJ___L__-LGARA-iBLJIEDING#� I I CG-6 CURB AT DRAINAGE INLET I-L-__LGARAGELq_RgGEJI-- i- LG RIAGEI 1 (MIN.) Izz Xzol' e ` ` ` " �az'Xzo yz'X20 2i Xzo MIN. MIN.) MIN.) GARAGE GARAGE I I 4 3 II II 3 .'I (6'MN.TRANSTONLENGTH) j I I---1LGARAGELG RIAGEI (MIN.) I (MIN.) (MIN.) (MIN.) (MIND (MIN.) ( ) ( (-L__-J---- I I 1 NIT h SEE DETAIL ON SHEET I I I-I---J�ARAGE :�n ___LGARAG I"___LGARAGE�GgREGEJ___L___LGARA_ELARAGEJ___L___LGARAGELARAGF I___1G9RAGEJ--- 51 I I ---J--- I BUILDING #2 I I K I I I I I I I I ' I I I I I I I `` `^ I TRANSITION FROM T DRAINAGE CURB TO I I I I I I 2 2o'X6' CONCRETE PAD FOR MAILBOXES I I I j I i I I I . � 5' SIDE SETBACK I I I 16 UNITS I I S' FRONT SETBACK I I I 16• 21.6' I I I I I . CG-6 CURB AT DRAINAGEiNLET I I I- ^' ° I I PUILDING #1 I S' SIDE SETBACK ;, (6' MIN. TRANSITION LENGTH) I I I >` — — — I I I I I 1 b — ro I I SEE DETAIL ON SHEET 6 24UNITSI I I I 32 ... PROPOSEDVDOT 10_ .i...... ....... B 0..................................................•..........-.... ............ .. — --. `.`..... .I - —— — .— .—.—..— ...—..—..—.....—..—........—.... ................................ ...........-. .. STD.CG-6CUR0 0 o. . . . . . . . . +..... .... . '.Z.o . ... ..7. A, "— PROPOSED VDOTSTDCG-6 CURB........O... .. . .... ........ ... .. ... ....... .SEE DETAIL ON SHEET 6 ........................... ................. .... ..... . . ...................................................4..................................... .............................SFRONTSETBACK. .................... ............ ... ... ... ... ... ... ..o. ,.w.a. . ... ....................... ...... ...... ....... 4�` PROPOSED zB' I.........................................4 k.PROPOSEDVDOT RINI........................................ .........e............................................... . ..................... ... .... ... .... ... ....... ............ DEDICATION ................ • .... ................. .........M .... ..... PROPOSED S'CONCRETE` ACCESS ESMT - . ..PROPOSED S'CONCRETE....................... ................. ......................... .... S'WIDE ......... ...........................(TYP.).......... .... ... .... .... ... ....... ..... ` PE' PACE`A .. SIDEWALK.. . 4 e e . PROPOSED RETAINING WALLS S ' 2 ....SIDEWALK W/STAIRS (TYP.)....................... 4......... , .. , ..... R ..NIA ........................................ ASPHALT TRAIL ..... ......... SEE DETAIL SHEET 6 ....... .... .... ....... - - - REEREATIONAL SEE GRADING PLAN FOR HEIGHTS ,,, , , , , , , , , EIP E/P SEE DETAIL ON SHEET 6.. - - - ...................................... ...................AR.EAr.1.11y At..........................-Nk..... ............ . ..(WALLDESIGN BY OTHERS) .......... ..... ... ........... - - --' ........ ..................................................... ^.. .. ............. ...... ......... .... .... ..... ............. ............... .............. .... ....... `4 ...... ... - - FIC'- F/C . . CG-12 (TYPE B)............. PROPOSED 5 CONCRETE' ......................................................... .... .................. .. ....... ........ ...... ..... k C ..... ...... • .. ...... ... . ................ ..... .... SIDEWALK (TYP.) ........... PROPOSED VDOT STD. CG-6CURB ............................... ................... .........- STREET SIGN (TYP.)` ` e 4 4 'SEE DETAIL ON SHEET6' ' ` t t SEE DETAIL ON SHEET 6 ....... , , , , , . , ... ` .. ` . ` ` e k • '• k k ........ e - VDOT STD Ri-1 •' t .... . ... .... ..... .... ................... ..... ... ...........,..... - - . ... 4... ............ ..... e............ ... _ _ STOP SIGN (TYP.) _ ` ' e • • • r _ - _ - - - — VDOT STD. _ — (TYPE B) _ _ - - - __ - - - WIDE 1 - - SIGHT DISTANCE- - ---� 12'-----------_ _-= ------ - - — _ _ •r • _CROSSWALK 542° 12' S7.15' W zoo.o0' -390' C2 20o'RIGHTTURN LANE TAPER -__--_ BERKMAR DRIVE ------- _ -------------- - � � TMP 45 R B m ♦ - - - — - -- - x GLE m I ------- ---------_ ---- — — STATE ROUTE --- --- - ----- - - - / 0 00 , p; CHRIST0 - _ - _ _ _ _ _ AMpT0,AS0 D$ HUNTER W WOOD, +� 0 0 - - 12 - x TRUSTEES - - - T - - — - - - 50 PUBLIC R/W - -_x -x x—x _x , - B 5376, PC. 608 ILn -J.4 I "NOWN-0 �& OVERLAY PER VDOT STD. WP-z PAVEMENT WIDENING �— DIS GNAT E TO NEAREST DISTANCE TO NEAREST INTERSECTION=z,145' INTERSECTION=1,460' WOODBROOK DRIVE (HILTON HEIGHTS G G G) TMP 45-68C CHARLOTTESVILLE REALTY C D.B. 1439, P.196 DISTANCE=39- TMP 45-68C1 / MALLOY PROPERTIES III LLC NOTE: (*) DENOTES AFFORDABLE DWELLING UNIT. ATOTAL OFIIARE REQUIRED FOR THE PROJECT AND / TOTAL OF ii HAVE BEEN PROVIDED VDOT STD Ri- STOP SIGN (TYP -DI VDOT STD. ' =CG-1z r (TYPE B)__� Ln - - - PROPOSED MILL v & OVERLAY PER VDOT m STD. WP-z PAVEMENT WII m DISTANCETOIN AREST DISTANCE TO INTERSECTION = 2,145' INTERSECTIO I ROM WOODBROOK DRIVE (HILTON H _ �x—x—x—x—x—x-- rx�x x I _x—x— NOTE: (*) DENOTES THE LOCATION OF THE AFFORDABLE UNIT WITHIN THE DEVELOPMENT. ADU DRIVEWAYS WILL BE 12' MIN. LOT AREA TABULATION LOTNUMBER LOTAREA(SF) BUILDABLE AREA (SF) LOTNUMBER LOTAREA(SF) BUILDABLE AREA (SF) 1 2647 1702 18 2304 1389 2 1849 1430 19 2357 1367 3 1378 1051 20 1731 1230 4 1417 1016 21 1374 974 5 1763 1263 22 1371 972 6 1771 1270 23 1372 973 7 1805 1302 24 1442 1026 8 1857 1353 25 1480 1080 9 2983 1840 26 1862 1363 10 3061 1919 27 4308 1722 11 1 1974 1474 28 3767 1349 12 1572 1172 29 1420 1020 13 1566 1166 30 1413 1013 14 1560 1160 31 1407 1007 15 1554 1154 32 1401 1001 16 1548 1148 33 1742 1242 17 1925 1425 1 34 1 2776 1 1576 35 1 76365 1 48479 NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. 30 GRAPHIC SCALE ( IN FEET ) 1 inch - 30 ft. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C4 2760.66' 40.23' 20.1V 0°50'06" S41o4754"W 40.23' C5 5755.50' 141.11' 70.56' 1 24'17" S41 °3049"W 141.10' C6 2760.66' 435.08' 217.99' 9°0148" S3605158"W 434.63' TMP WAL-MART BUSINESS. n i Lu z Cl? C'7 N M z W N W \N " LU �I _J J J ® > Q z w z Q F_ LUJ 1 �I LLm ZQ � U W ('I F__4 Q Y Lu J Lu z ul U) Q LU /I LL_ � I Z Lu i O U_ - U) J LLJ Q C:) N F_ W w a Ln JOB NO. 202196 SCALE 111 _ 301 SHEET NO. 3 TMP 45-80 RIDCEWOOD MOTEL & MANOR Lp D.B. 5163, PC. 405 EASEMENT PLAT LEGEND VARIABLE WIDTH ACSA UTILITY EASEMENT NTH QF Jl� �Gi VARIABLE WIDTH PRIVATE ACCESS EASEMENT �` OSCOTT R. LINSZ / / ® VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT U No. 35791 / / o0p0p00p o0o io' PRIVATE DRAINAGE EASEMENT 0�a 6/27/22�4 �S'SIONAL TMP 45-72 VARIABLE WIDTH SWM FACILITY ACCESS & SEEVERWER AUTHORITY A WATER & / MAINTENANCE EASEMENT / D.B. 768, PC. 277 TMP 45-73 VARIABLE WIDTH RWSA UTILITY EASEMENT HINES, ZELDA MAE OR / TMP 45-71 / RIVANNA WATER $ �� VARIABLE WIDTH WALL& MAINTENANCE B. 1 LEE HINES SEWER AUTHORITY ��` EASEMENT D056, pC. 607 D.B. 768, PC. 277 TMP 45-74A I l / WEBER, LEWIS A �� PROPOSED VDOT RIGHT OF WAY DEDICATION LIVING TRUST I ; (0-407ACRES) / .-. PROPOSED OPEN SPACE PARCELS VDOT R/W / TMP 45-68C2 / (1.228 ACRES) z DEDICATION / 2.710 AC o (0.323 ACRES) I (APPROX) / cp v o co o VARIABLE WIDTH SIGHT DISTANCE EASEMENT u /A w / YZ/ _ _ o - - _ �OTMP 45-68E x---x—x—xx2211 AC --x--x--x--x--x--x--x a -----------------o ----------- (APPROX) In x-x-XX-x-X-XU) 0 WOODBURN ROAD - ~ STATE ROUTE 659 w~ m ---__ 40' R/W —Ca.a. ' --- - ® iij/ • ......MONSOON .. ._—__-�-_-- �_.. r�, ae :ege:r rin_,rrm■u■u a::rrrur. �� • -- , • i� _ . m ° �i�hn ■� ::::e . .. - --- a eMENOMINEE _®._o�i:�i:miov:ao:l:::-`—��- • - - __ 5rY.crYL. ISC.oror • ■__arnr■■■rl•_=m■rrmm■■ ___■olnr mGArrrrrl.�_■■■end■mrrmrrrl:_.■■nrfio■.e■�o � • . •.• .'-. + L.+a :-.,ummn I'_e,i•nmoim - auuum __.unn eeauu 1LOT7:i�n. _iii::'n■I■ ■ r/,� --•� -' - ee em -ae ar_am_m.:arrra.__...,...::. . •��: "r/ _ imam■::wrour...auo ■ : �/4 � muoma■■murm ■urr, �a _ i■uwmme■mr■um■ a■r.�'1y � J:;r �''��'I • • � • � • i / oumm■■awun'u■ Imomulm �' , • • umuauruu■r fmmmmrlr / on � II • � ralmema�■rlmnu3i L'■mem•f Ii>>�^- , ,� • • muomnmuro ■■■unit • • �,//./��1/�/ umnu■ruuu� ummn�rr / nF� i-�//i/ /LOT12 • __ _ aaam■c.mauart.u: laaal:m�! • /rrr �/ '�I f r I _ ��u�■L,ruuln fuuam�.. • �• .I•: �� !/ - • / • • I /.. F it ..// r■umr■mnummna onto • • I �/ ' f�'�i�: %�!G/ -� ;: �l1 • • uurmu'mmuma■ u: Y.mu I As;�.i iii '� 1 �._ unu@raerb■1.. -r..: �I rfl- I,p i0�%i/ - _ .1 !. / cm■r r. � 9 nI 1 ,mamma 1 / arm r / 1 ' vlivviv.'--. __.__ _ li / ■uomu■ewmm � / i r ..�: - .� 11111`p111 / ■■ec ,m■aa■rn / .i ./♦, �' uumm■meaurn on 1 i r N.W.. 1' r / _ uuuoum■■mmmr ma■mm - -L - - - �'/ •r \` y-� 1 t/f �.�'" q'. a. w� IF ,�9i1�";?A- 'i II _ emuuuuur■ina ■sum •;'il - // f ,,r i�� R'-__ r .am. 1 �! �>-0' i;0 1'4p - o■mnameuaeramr le3■u Z. ' r-*11 _ g r �1 I um■ummua■u nnn I n0 1 lO■m■■mfa■YAn mmml•■ _ - --Y� • !� yro� �. po0 11 1 mt I amaaml.varaa■ uintl '''`nI1I � �I � �� .. -d. - -�..a c - - � � �ti� - •� _ _ � FN Q 0 n N � 0�� •� i O� III II _ 1.1i . _ . uo.■■a■Iu■ ■__aa■ p.' �'jji•' - ��' � -„ 111 '.1 �I h ., •4 e.mm�mrrm.L f..■m. , e• z�clliv:E e.• _ 1 i� l is - Ag-s`�..a'� .-__ 1_ i 1 aE�iei■:m m:�ile:r ;i�� R�f l I _ e_ � - - / , vavi ' _ .ram ! S -- / . _ ia4�=>_.isli'v:v'c __ { /p`f "%i ==�'/ F� O�i`_wlTl' ;? . r ` iieio . r- - - IIII� // ��/�� i tY" f�iiii r J31. I ■:� :�: I. Op p�OPOn�I•��O ♦ , 8 �/1 ® �i.,i�I �`F I' r' OOIr OOO�Pi> PG I/a TO , f •'1 �/ ��'�La�■N.i' - - I�Ia1ni.1�' I�I.:I.':IIY I/��I.�Sn�l�'is�N-�L.1�IN I�Y:,�ndn..2�r�S�r��o i%!/'. J-. rF'IE� i ��/� �/J' I ��j �wN 1�r --- /1 -- ----I/---.� 3 :1 �� I� �, ■::-�iie+: um■r , J/O�:/ '� ®/ f� cif-� I •I � - ■ . _ � I _ umlu■ :nu p COMY VDOT RIG"'I WAY 1/---- --II 1----I_ Yam■•■■ �_ ; /��_�� ____ I/ . ■nmamrrr un ■■ - ■mum■m■ �� - - - - - - - �1 rL'lmLmlt3■ I/ �/ �/ I/ 11 �I I - - - ',per � � • S, ■■■■■mar■■ - ��nn�'� ___ lima ■ii■L""m�i: nj.��1 •■■■■■■■■■■■■a11 90��'P j11��' ummununmre ��. / mmumm■mm■■m �� • •' I u■mmmmuamn I I■■mL■ramL'■mCJ■?I■I ��'F~�' � 1/I mummummnrmaur I' ■mmmmur■mro ■■uuuau■■cnamaBUILDING / / Immlrm■ummemmrur . ma n,■mumua■ ma/ �� nouoummiea: rj' ii�ii• 1 um■■mm■■ iii i j1 '/�� 1 • � �uumoammau ♦, Irii/vi�� • ' ►'i■n1■■ureeanra■ iii ii ^ r i� ■ _ a I � ■ ■ uuumma■uou numus•memmnm I' rrb�r i°r�e�:r�rj•'°jr'�•jO yjrOr .'p'� m■uinaeeuumauu ■11■■'r■mC'OmmC■■■ it .��;°.� r'::+0°lerrQ♦rsr°sa:°s+o♦'i��i*4grrw: _ ■ ►1 ■e■..rf■.,..■■..■■ ■ ■ ■ ■ ■ ''i'. � !°°°♦rrrrrr/r�0 °r ��m w +rr�a0°r�. ♦rrrrr•'��jr0♦�6ie�y :>.._-..: _ S � � nmau■■memumau■u � � ..r �� i°°w°�w°�rrirrrrrwr�ir�i�i�r'�°i��iriri�ii♦i4si°�irprri i�i:.•-ri=:0:��1�°��°i5�i 1 nma■.La■H.■a■ia /.• I i°°ra°arCrr�rr°a°�°r ♦r Orry °•°r rr®r°rr°r♦rrrrrr ♦ r ♦ jrrrrr♦rtirir �'lr�i ■m■uinnuuu■ _ v•�i'� °rrrr�rQrrrrr°rrrr°r°rrrrr °r rrrrrrir�jrrjrsr�r♦r r ♦ rr �r �"'L w- iouumm�■■ ��i'o�! iF r°r°rrr° ♦♦rwrr°r♦r+rrrrrr r°r°r°rrrrrrrrrrrrrrrrrrrr°r+°rQrrrr°°:°rQrr°rs _ ,n•'�,,• � ■monoauu■: - .r._.a.'.Is'. -- rr40•ir♦°.r°9t r°.arrr ♦armor ♦ r ♦ ♦ rr♦ r°r��rr rr♦rrsrr .■■■.L■■..■■ -�r.,: -_ D�i<%'/ �• .. �,• �•rr°rr rr rrjrrjrrORIN rrjrrjr°rrrrrrjrrj�rr°rr rrjr♦jrjr*rrr°rr�j�rrrrr�r♦♦r'♦rrrrrj♦r'-�♦t°rr°r. •/ f•••/ .f •.i u■■.■■iisiii .i��A-i 5}y''. _ _ 'rF��'/ II♦jg j•♦rrrfrj3rjr♦jrr,•r♦gr°Prrrrrrr3rrp♦°rrjr♦Art rr rr°trrArrrrrrrtrr+rrrr°rr rr rr rrjr°°r+rrrrrjrr°rwrrr°r°r�� o_ uu_meuuu - F iu♦A♦rr004♦ppD♦r♦♦rD♦♦Q♦♦5r�°irOrrrr♦Op.rPrr�►itiirpp�°c°rrr ♦ �� ' l:"';"��i� _ r r ..owio%'i-�i-"r��.:~� • „r rA. ♦♦rwrArr. rrr wr r!r ♦wr♦rrrr ♦ ♦♦r♦r♦ rrr rr rrr ♦ ♦rr♦♦♦ ♦ rrr♦♦♦r♦a♦Cr� •••• rEi i+.r.a. 0/• i Ira♦u • ♦rut• ♦ ♦ ♦ ♦♦ r ♦ ♦ rrr ♦ •rrr ♦ ♦rrr ♦ ♦ ♦p♦ ♦ ♦ ♦pp/� � •�-.,/ .,/ er . r ...' a- :.- � S•• -r '•v>.o..�o�"�`iF3i!rw:sn`ii%'i�i��i''ivy'f°.,','�.��'.��niri;T��rrf'/y�i �� I♦r�.._ ♦OdrOOdru♦•♦dr�'04 rrrrQ♦r.ar�rrrr'3rrrr°rrsro♦rrrarArrrrArrr '�� :e■fl.:&■„'rga. .•sy.�.r ia'..ri'•r� 1.;: r:+ �Oa ,J�ol...ii-.onoo�w"��i�i ii.�ii.' ijiiii .+pp��o„„i��>i�y,riy •�r i �.— ♦rrrrrrrrrrrrrrrrrrrrrrrrrrr�rrr°r°rrrrrrrrrrrrrrrrrrrrrrrrrr.r♦rrrr°f°rr♦°r �� .ea.rrm•.e■.'e_ o�000rorr�y�•rii. iiiirii*i��'i9iaO�r>„�iri.�..io�i.-�sr�•aiyidi ,iidr'�iJiii+'00�'ni.��T�wv ��.F��'.5f�riiii 1 i� •irrr♦r^r♦rrrw°r+00trrrrrr ♦ rrr r°rr♦rrrrr♦rQrrrrrrrrrrr°rwr♦rrrr♦rrrrr♦rrrr♦¢� �aa■e.crre.mar i'!�.o�-iyr�•`w.�r`•`,r�Siiiii.+aVi�'vOO'�''o�*„�o"�o.".�o��ii/rriv.f+`i.+nil+�ii'� d� .>e .r. �. i n r r /�i ' 14 Ir♦♦.♦^♦♦.♦♦.♦♦.♦♦.♦♦♦♦♦♦♦�♦♦�♦�♦�♦♦♦�♦♦r�♦♦j►♦♦s♦•♦♦t♦♦♦♦�♦•,♦♦A♦A♦ t A♦t ♦♦♦ r A ♦ ♦� /!"frf .�� P> !" I^ � /'//'� - �♦rj♦a♦♦�j♦♦♦♦r♦"♦t♦♦r♦ir♦r♦♦�ri♦♦3rjr�♦r�►♦ 3♦ p♦♦♦♦r♦♦a♦♦N♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦Q♦♦� S ♦�j♦rt♦♦ ♦♦ ♦♦ ♦♦ ♦� ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦♦ ♦ ♦ ♦♦♦ ♦♦ ♦♦ ♦♦♦♦ ♦f ♦3♦♦��♦�♦♦♦A ♦A♦t ♦♦ A♦ m ♦•� r.ilr�:. �F�•'n�a;/ �� / �♦♦♦♦♦♦♦r♦rr♦ ♦:♦♦°♦ ♦ ♦r♦rjrr♦Arj rj♦rr♦O♦♦♦♦♦♦♦♦♦♦♦♦r♦°♦♦♦♦♦♦♦♦♦♦♦t ♦♦♦♦♦ �• � �.•" �� m.►.■♦r♦• i. I/. � . / /'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4♦♦♦♦♦♦♦♦r♦♦,♦♦♦♦♦♦A♦♦♦♦•♦♦a♦`°t♦♦♦♦♦..t♦♦w♦♦♦rp♦rp♦r♦♦. saos -r i 3♦f ♦♦♦♦ 3rf♦♦r♦♦r♦3r♦Rr♦♦�j♦♦jj♦♦°�♦♦•♦♦♦♦♦♦♦�♦♦�♦♦�♦♦�♦��♦♦�♦♦�♦♦�♦�♦♦�♦♦�♦♦�♦♦��♦�♦i�♦3�♦t�♦♦♦f♦♦� r r �I.v.,_r I,♦r♦♦r♦♦♦♦♦rj♦r♦r ♦r♦r ♦r ♦r ♦ ♦♦♦♦ r♦♦'�♦ ♦ ♦ r ♦r♦♦.♦♦of ♦r-♦r ♦r rr ♦° ♦r♦rr♦rA♦rj♦rj•�� %� %� ��' �i�'diii e- e�'i �! rr°♦a°•'°♦t°♦°r♦°♦♦°♦♦°♦♦°♦♦♦♦♦♦♦♦ ♦♦ ♦♦ ♦♦♦♦ ♦-♦♦♦♦♦♦•♦♦♦♦♦♦♦♦ 3 C• ♦ ♦ r♦ @ ♦ ♦ ♦ A ry = -' 'Oi.�i, i•OI•r�Irfr./J.•Fiiiii r n a_ nn. _ Fif/•s!P�j♦r�°♦rA♦�rrj♦rj♦rnrQ�r�♦r�♦r�♦rA�rj♦♦rA♦rA♦rj♦rj♦♦rA♦rj♦rj♦rj♦Aj♦�♦rj♦r�♦Aj♦�r�♦ri♦�i♦!♦r�r°F Fi`iP,n// ©�tr♦♦♦r♦♦p♦r ♦♦♦r. ♦ ♦Qr♦r ♦ ♦ ♦ ♦ ♦ ib t° G r e •. S ► A rr ,...rr.. ii1 z' �/ Y�:�r''� 3Q'tryrj♦rp♦.�♦�°°�D3°♦r�♦i�{ri♦fir♦��rQG,♦r�j��+�: 1�♦Siij�+b� Ait ��i� .r0a'l L}�f .��:!- �,/�'♦ •�. �-,♦ O- Y . i a a t a q ♦ • 1 ...ya L vi r ri i • %.� • • •- • I' . Ia'8 i♦.. +9 1.r1 �. �'r 4�,i10.♦t � >;��-r4 A ! - __ rr le rr rr Irrrr �� - i •:uuur■■mama rr rr. � - nmmr \:+.hCJ_r 2»w. •:mot 0.1l�. i�'� .. m IN mC!!L■ y� �/� __._.._� __.._.. . m 1m+r.LarfL9lm��L�y_w■mm■■mmm■■mmm■rmm■■mmmm■mmm■Om■mmmmrmmm■mmmmm■■ma ■■Oman_______MEN _�^`.••�-�•.'.+w._ae_.earmmaanon■um■■wm■■��P■mm■■comma■■muuuu..ummann._ //�/ // • 1' '• f1 1 TMP 45-68C CHARLOTTESVILLE REALTY D.B. 1439, P.196 / / --X-X-x-X-X-X- GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 fL JLu Q n I � 1- 0 w O w Ln a Ln JOB NO. 202196 20 SCALE III _ 301 SHEET NO. I 3A o 1 SCOTT R. LINSZ U No. 35791 ,� 6/27/22 THP 45-72 o��sSIONAL E��l w RIVANNA WATER & Z SEWER AUTHORITY z D.B. 768, PG. 277 w 1n TMP 45-73 / TMP 45-71 J HINES, ZELDA AIAE OR RIVANNA WATER & o WILLS / 0 LEE HINES SEWER AUTHORITY DB. f056, PC. 607 D.B. 768, PC• 277 0 TMP 45-74A l / c o WEBER, LEWIS A c LIVING TRUST I / TMP 45-69B1 0 WOOD, REVOCABLE TRUST / l D.B. 5302, PC. 48 TYP 45-68C2 / z 3 / z PROPOSED VARYING WIDTH z• 710 AC 0 _ / / _ -oH PERMANENT RWSA (APPROX) " a - ----- CONNECT TO EXISTING w 0 — - DB. PG. _ / WATERLINE VIA TAPPING z ¢ 0 OH / SLEEVE. CONTRACTOR TO Z o 2 s w QH TYP 45-68E / VERIFY INVERT OF EXISITNG _ _ - m y W x-x x x-x-x-x- l '2.211 AC WATERLINE BEFORE CONSTRUCTION � ¢ s _ x- x x ----- O 0 _ - - _ off = (APPRO) _ _ — — i-------- \k_X x—x—x—x— X—x—x X -- -- - 0 F 3 X_ w _ WOODBURN ROAD z z 18" RC — Z O H O L ° _ �v1H STATE ROUTE 659 - - 1n - _ 40 R/W _ -- -- - m o W w o _ _ M PROPOSED 8" DI WATERLINE (TYP.) � Q z -- PROPOSED WATER SERVICE LATERAL (TYP.) - - - - \ - o TMP 45-80 LOT z LOT LOT LOT 5 - - - _ _ -I I - " - - — TRAFFIC RATED METER BOXES ) . �41 � X6 TES&L \ S (TYP. a 4 I LOT 6 - IP� I (1) 8" GATE A VALVE RlDCEWOOD MOTEL $ `-. MANOR Lp - - _ _ I I (1) 6" GATE VALVE _ _ _ - - - - - PROPOSED WATER SERVICE ZONING: R6 I LOT I I - _ _ _ _ PROPOSED VARYING WIDTH J I I TO 3.-FH ASSEMBLY LOT LOT LOT3y LATERAL (TYP.) o D.B. 5163, PC. 405 LOT 8 I LOT g I I - - - - _ _ _ PUBLIC UTILITY EASEMENT I I I r3OT OT 3z 33 PROPOSED SANITARY SEWER I I I LOT l0 1 LOT LL - - - - DB. PG. _ I I I LOT z8 LOT L 1 I E SERVICE LATERAL (TYP.) I LOT3. LOT LOT - _ - �U i z0 ' �U 1 z7 I I z9 3 PROPOSED TYPE A lz - LOT _ !LOT • LOT BLOW OFF ASSEMBLY o \ 1 LOT LOT PROPOSED SANITARY SEWER - - - - _ PROPOSED WATER SERVICE I �3 4 1 16 LOT ig LOT zo 21 LOT z z5 5 LOT 17 LOT i8 I / • 4 ;PROPOSED VARYING zz 3 z4 41 IP SERVICE LATERAL (TYP.) ° \ - - LATERAL (TYP.) 58 w N Slo , . PUBLIC UTILITY EASEMENT PROPOSED SANITARY SEWER N E DB. , PG. _ SERVICE LATERAL (TYPJ - S _ ,YI PROPOSED 45°BEND M - - - r 4 ��:/::. PROPOSED 8" SANITARY /k t e Y M - - - - $ iy+oo & (3) 4" FIRE LINE 0 - _ SEWER (TYP.) j S11 I S _ _ W/ 6"X4"TEE & - - M - O4 GATE VALV - i - S S _ 1 „ - S M E DI _ M' Goo 512 7 p 45RG6 TH > _ - -- s M � - - � C MM�R N U M M M M M M M - - - ® ® OF RIGHT OF _� ION o i i - - ® ® ® ® a \\ NAY SECT CI � N ® ® ® ® PROPOSED 6" DI WATERLINE (TYP.), -• - - - _ - - - t» ® ® ZONING•C M ® ® - -' / - (i) 8"X6" TEE & ® ® PROPOSED 6' PVC SANITARY ; COMMER (2) 45° BEND ® ® ® ® ® ® ® ® SEWER SERVICE LATERAL 175 , C'M (1) FH ASSEMBLY W/ ' !, i i i i i ® ® ® ® I ® ® ® (1) g„ GATE VALVE ® ® ! i (TYPJi i i i DD 514 C>7 0 I ® �& (1) 4" FIRE LINE ® (1) 6" GATE VALVE -�--- PG. ® PROPOSED zo' WIDE 6" GATE VALVE I i -J- " W/L LATERAL W/ 6"X4" TEE N o R ------1--------- .. I W/ 6"X4" TEE & I TO i-FH ASSEMBLY �_--1--- � .i I I I ` i i i � ___ _ i i (i) METER BOX � 0 I J---�--�---�- �_ � I i I � i i (1) y" FI E LINE i I / i, I PUBLIC UTILITY EASEMENT II i 1iBLJ1LDING #�3 i i \ � M PROPOSED 6" PVC SANITARY SEWER J--i------- �---� i i L I / (1) 4" GATE VALVE L 14 UNITS ------ "TEE -- W/ 8"X6" TEE & .. DB. PG. _ -L_ --(i) 8"X8" TEE & (1) 4" GATE VALVE s i I J_ PUBLIC UTILITY EASEMENT S 4 - Q`---L---J---L---1---J------L---J---J---1------1---�--- j -- -- (1) 8"X6" REDUCER Z 0 / PROPOSED 6" DI 9 SERVICE LATERAL TYP. I I i (z) 6"X TEE __ i I x� I i I II BUILDING #z � i I N 1 8" GATE VALVE I PROPOSED 8" SANTARY N o PROPOSEDDVB VARYING WIDTH ( i ) i O 6"X4" REDUCER a r (1) 6"X6"TEE W/ (1) 6" GATE VALVE 16 UNITS O WATERLINE (TYP.) i SEWER{TYP.) p Q 0 4 I i I I i 1 6" GATE VALVE--- `` (1) 6" GATE VALVE - I I (1)6"X TEE W/ (1) 6"X REDUCER PUILDING #x (1) 4 W/L LATERAL W/ 6"X4TEE ; 4 4 , - - - - - - z4 UNITS i (1) METER BOX I ... , 4 W/L LATERAL W/ - - - I !PROPOSED 6" PVC SANITARY SEWER - - - (i) METER BOX _ - - - - - SERVICE LATERAL (TYP.) - - - - - - - aNA1C ` :.: w o _ --- '11 .... I ..... .............................. -- — — — — — — — — — .... ........... ... .. ....... ...., s � .. .. .... ................... .......PROPOSED EXPANSION.. .:...... ... .. LLI o . w ..tea _ ...... TO EX WATERLINE ESMT' /:. :::::................... . o r I• ::: FOR 3o"W/M............... ......... - - - ::..... _ _ - - - J z.............. - .............. - - J S �.... ... ................ ........... ® Z _ \ _ - 1 m ...>........` .. - - .....:.................. _ - _ _ - - z mI ........ ........ .....: .... —............. 5. _ I--� — 1 _ _.-.-. . PROPOSED 8" SANITARY . ... _ - - _ - - J %...... ..... - _ :.. . ...............-...-..... -. .. .......... t _`� ........ SEWER (TYP.)..... P� _ _ _ - - - O f2 Ln Ilk, m .. �. ..... _ 53A _.... - - - W.. -_ _ T S� ..... �.....--___-- ___-- _ — - - -. PROPOSED 5' EXPANSION _ - - - - BUSINiS C Q = o S � _ S a S3 - TO EX WATERLINE ESMT _ - - - - = _ - _ - - - _ _ TORE U , ^ — 1 FOR z4„ W/M - _:. / PROPOSED 8" SANITARY - - - - - n - - Cq _ - - - - - - - _ TMP 45-68 Y Lu - _ __ SEWER(TYP.)---------- ---- BERKMAR DRIVE -- _ — _______ - - _ > SANDRA p; CHRISTOPHfiR H - - - - - - z STATE ROUTE 1403 - - - - - - - - - 1511 RCP _ - AMATO, & HUNTER I WOOD, _ + LLI -_-,-_ - - - - - - o — - PROPOSED zo' WIDE_ - - - - - - - - - - - - - - x- -x GLEASON TRUSTEES 608 \ ~ E - - - _ _ _ _ - - - 50 PUBLIC R/W - x- x—x— D.B. 5376, \ z v ° - - - - - - - PUBLIC UTILITY EASEMENT - X�x- -___ - 0 ------------ DB. PG._ - - - x�X-x- - z - - - _ z 15"RCP — — — Xi _ - X w x X w � w NOTES: I LLI O z - - I. PROPOSED STORM SEWER SHOWN IS HDPE EXCEPT AS N NOTED OTHERWISE. THE CONTRACTOR MAY SELECTA z VDOT APPROVED MATERIAL IN LIEU OF THE HDPE FROM I in U J TMP 45-68C / THEIR APPROVED LIST PROVIDED ALL PIPE, PIPE H BEDDING, BACKFILL AND INSTALLATIONS ARE IN J > o ACCORDANCE WITH THE CURRENT VDOT STANDARDS. Lu D ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL a n NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. o \ _ I z. ALLTH UNITS AND CONDO BUILDINGS SHALL HAVE Q C ROOF DRAIN SYSTEMS THAT WILL COLLECTTHE '- �i z 1 RUN-OFF AND CHANNEL IT FROM THE ROOFS TO THE ' \ m TMP 45 81 1 1 w PROPOSED DRAINAGE SYSTEM. � THIRD MESA LLC 1 m 3. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE n s m DEDICATED TO THE ALBERMARLE COUNTY SERVICE' 1 2 AUTHORITY o PROPOSED 8" SANITARY v yj PI 4. ALL PUBLIC WATERLINE EASEMENTS SHALL BE PLATTED PRIOR TO FINAL SITE PLAN APPROVAL SEWER (TYP.) _ .. ; ; ; _ E m D m I 0 TMP 45-1 f2E2 LOCATION OF SANITARY Sz u' w RI®fAR DEVELOPMENT LLC ' GRAPHIC SCALE o w SEWER TIE-IN CONNECTION g Sir S S K x �+ o \ s- S- 1 30 0 15 30 60 120 ]QB NQ.� y sl s � s —'� S - 202196 EX S-7 S S w ( IN FEET ) SCALE S— — — — — — _ o ----- °o 1 inch = 30 ft. 1u — 3Q1 c — — -- ------ � SHEET NO. � — — — — — — — — — — — — — — — — — — I SCOTT R. LLINSZ \ \ \ \ \ \ \ \ \ \ \ \ \ \ U No. 35791 � I / \ \ i 6/27/22 TMP 45-72 \ \ \ \ \ \ \ \ \ �SSIONAL / RIVANNA & \ V A \ z \ HATER \ z SEWER AUTHORITY \ Lo D.B. 766, Pc. z77 w \ \Lo \ \ NINES, MZELDA 7AlAE OR / l TMP 4577145 o \� V HILLS LEE NINES \ / RIVANNA HATER $ \ \ 0 / SERER AUTHORITY \ \ DB. R , PG. 607 w D.B. 768, PC. '�77 \ 0 / TMP 45-74A / I \ % \ ` \ �\ � l \ HEBER, LEWIS A PROPOSED 8" HDPE ROOF DRAIN LIVINC TRUST / I SYSTEM W/io' PRIVATE DRAINAGE ESMT DB. ,PG. _ / TMP 45-69Bi ° \ �l WOOD, HUNTER 1% ° CONTRACTOR TO TIE IN \ / REVOCABLE TRUST ° \ ROOF DRAIN SYSTE / TMPI 45-68Gr2 / l D.B)1530$ PC 46 \ .3 TO STORM INLET �t j z - J i PROPOSED 8" HDPE ROOF DRAIN '�� 2. 710 AC \ / i o SYSTEM W/1o' PRIVATE DRAINAGE ESMT � \ \ I, 1 I U 3 off I - DB. PG. _ (�fPPROX) \ Vi Lu CONTRACTOR TO TIE IN O s - �- OH / / PROPOSED 8" HDPE ROOF DRAIN TMP 45-68E ROOF DRAIN SYSTEM 4PROPOSED 8" HDPE ROOF DRAIN m ., \ - OH \ SYSTEM W/io' PRIVATE DRAINAGE ESMT x / TO STORM INLET __ I �_ 0 \ - - - x-x---x x x I ROX) I - �� a DBSTEM P/G o'PRI�EDRAINAG�MS=_-- _ --- -- _`_- Ln Ln O ° _ Wm x JH x-x-x= DB. ,PG.- I 2.211 AC / 0 a y - k x_ - - ON o / n --- �_/- - - I- k _ x-x x APP j - - z l s= sz W100 RQADr 1DBUR 8,E RC - - - Ln .�°. \ -544- v- 1.- <"-- ---- - RC Asa= i - -s3 / 53� - \ - Ln • ' - - - _54° m - ----- 4 - - _ a _ - - - a I z4ui CONTRACTOR TO TIE INS ' OOF DRAIN SYSTEM / o \ o �� - h� .�..._. TO STORM INLET / z o __- I FFE=544.67 - - ' ° ' n.� _ _ - - FFE=545.33 FFE=544. - _ b - - - / ` / I BSMT=534.48 FFEe54coe3eo SSMT= SMT= �� r' .. ' :.. ' .. � - • .r�,a s / ° ' - - B S33.81 FFE=544.67 I .. e:; - / g/ a - - -� I__ _ i'i BSMT=533.8E FFE-544.00 % * BSMT-5'3.14 FFE=544.00 I • _ = W - - / p 54O - - - ' FFE=51030 - - - �. S LOT ----- - _ BSMT=533.14 _ I I I ..:: �. : - - : -` - -- - sse N / / / - 45-80 LOT 2 LOT LOT - - BSMT=533.1q FFE-544 DD _538_ " / FFE=522.92 F - 22.25 96 a \--- / LOT - - - -- - SMT=533.14 I I I - l '54 / �I a I : FFE 23.60 .- TE� s - RIDCEHO Mp A 3 LOT 6 - - - - - _ 6" 4z - _ _ _ _ _ _ .9 AR=sz1- / _ � � � � �� .5�0 � - �' • � A I FFE 52825 FFE�526.92 FFE 5�60 FFE 524.92 GAR G 25 -o - '- /F _ _ 2 _ _ _ Gl GAR=527.25 'GAR GQR GAR 522.60_ W�L D _ - FFE=545.5 F Si7.,g6 GAR 521 \ - ------ � � _____ LOT 7 _ BSM,T4534A0 BSMT4534600 - - - - �� - ' / "9 I I S25.92 'S2(.� 5T) 2 -� - - \ E D STA. 3+45 � `MANOR 6P-- � s4z � _ ZONING: R6 --- - I I FFE-sa4s3 _ � -� D I - - --I'� s18Tw/BG / -- II � BSMT- FFE- 53 J. - 9° / U �•B/S1fz3, PC. 405 � LOT8 LOT Frfs3ssa- /'�I a � T LOT T34 s168w \ _ I - •J- I 9 I -�-- 534.67 BSM BSMT FFE=54619 FFE 546.86 - BSMT=528.0 3 / p \ S38 (*) 534.67 535.67 BSMT= BSMT= FFE=546.86 - - FFE=545.7,9/ FFE=543.86 FFE=543.19 FFE=541.86 FFE=541.2 FFE=540.53 F =539.8 BSMT=528.67 (� I T2 LOT LOT Z A p W PROP. 20' PUBLIC I LOT 10 (+) _- (`) 536.33 537.00 BSMT=537:0�0 BSMT4537.67 I / BSM�-535.33 BSMT=534.00 53MT= SSM00 531A.33 530.67 530.00 L T 2 LOT 2 � � � I LO'I 28 L� T � I 3 / 518TW �06. PG.- iz LOT, LOT LOT s -L L O 6 A _ _ ------ - - - } } - DRAINAGE ESMT_ 53b I :LOT 3 (I i6 I 9 LOT 20 21 2 7 $�8 I PROP. zo' PRIVATE I 3 s12BWZ 0 \ LOT i3 LOT a° s\ LOT i LOT S-OT i `N : DRAINAGE ESMT m 0 PROP. zo' PUBLIC zs DB. , PG. _ N /sizes /0T ° szoTw / --- -514BG 'h / / N � 510 W -o w W I o_ W O W - I rl �aR 1 ___ J __ L e� I W A W Y ' W, O / N �O i__ RFD STA. 5+35 �h°e- 10 _ IO - _ _ _ _ -- / _ S3a - - AA � } _ / N de �512TW O �- � � � � � \. } � I I � 1g S116G � .+ }� }W + 5098W LLEYs14BG / a f _ (28 PRIVATE�A slzaw oy/ / > _ I \ \ ACCESS EASE m o S S oo = - M - - 512sav s 'pT \ \ �:- - ---�__ r_ME T)----- 1. ---=-- s 'u 5s _ _ - - -C''- z+oo N h- -1 .'•• - -�n� L-- C 5 >;�LD - sza -� N ` 5 00 ----- :n%fii 6+00 .- _ --\- - - - 7 y -f F __ --- �505BG 4 OI p 0 6 _ -7 V °+ n -f I - - - - _- - - _- - - - - - - M �o \ -- - -- -;`,;\ -=�- r--"'..r ' I - - \ W N® 0 50si Gh5° pF �RGH OF i® slo ve� VDOT 8 E0.ION r 0 \ �szs, } Y: ® `eWP } o ®} m � �"' \ - - _ - _ 5o lfl 17 � -Fz �c I r. ' ai a' ® � I �. II in 510TW 0 _�A V" G•(,L�"' Cl? p \ I I 3P dF ® }. } ® o. _o.. yi SN LN,. w m a w I I I 1 I, \ B2BG � ffiM \ $z5'.' I I I /I I I.® ®}. �ae.®}Bp. I®.'ae +`.®.a m o, m • a f. ® ,vm,. l 13¢. ®'. a°.®lae. a9® 1. 1. 2q of �..®I ®. I 1 ;� DRAINAGE ESMT h I sooaw /' �cO DBE7fj#; (� 3 \ \ =4 I I 1 / I i I I I I I. ® ae } ® �,,. �. ®.I^•' ®� (�PROPOSED 8" HDPE ROOF DRAIN SYSTEM DB. , PG. I eLev =sla.3s \ I j PROP. zo' PUBLIC GR_AAR_I=N5'A32GE ES1I M_T _LDB. , PG. --11__\_FFE=531.67 FFE=532L2.33 GAR=531.33 GAR5300 FFE=532.23;' III hlI___ ___4FFE=533.00 �LII __L2.67 3FFE=6 .67 FFE=5 GAR-532.6PROPOSED 8" HDPE ROOF - DRAIN SYSTEM W/ 10' I GA=33 1 FFE-533.67 FFE=534.33 FFE-$35.00 FFE=536.33 PRIVATE DRAINAGE ESMT i I, GAR=536.00I FFE=5II 3I I • .-. - _ _ - mm-- , I `,. ppUILDING I -_-� 1 GAR=536,67 I ' DB. PG._ I I 1 r I _ I zgUNITS 1 i I / I I I J idACCESS FROM ROAD I/ I PROPOSED 8" HDPE ROOF - DRAIN SYSTEM W/lo' -PRIVATE DRAINAGE ESMT I _=' / J PROP. z0' PUBLIC _- DRAINAGE ESMT L--- --=t- - DB. , PG._ � BUILDiING $12 ZDB. , PG. - >6 UNITS / ' FFE='528.33 FFE 537.00 GAR 536.67 FFE=535.67 _-- - FFE=535.00 FFE=533.67 _ FFE=S . 3 FFE=531 00 FFE=529.67 GAR�i29.33 ,'GAR=528. _GAR=535.33- GAR=534.67 G4R=53 . AR=532. I GAR=530.67 WALL C-- STA. 0+00� STA.O O 522TW/BG �- 520BW 516BW. -- _ /I W/ 2o'PRIVATE DRAINAGE ESMT _- ( J_-_ - - - �-- slorw 510TW _ C\l m °n h6l , PG.- J------_--L- � � - 'F"F asseWwA i/DB. L_--�DING LLBaS09a0eBG,» ___ IpULE=521.00 n _ FFE=523.00 FFE=521.67 GAR=529,16 A/ 1!F UNITS.. o GAR=522.67 GAR=521.33 / /498TW/BG+�� FFE=525.67 -� FFE=524.33 5 I FFE 526.33 GAR=525.33 I GAR=524.00 - sQbTW -52b.33I GAR=526.00 I a95B �I G`1 o _ G R526 00. .AI- I 518TW _ �10TW - V� O 10 5 _I-- 520TW 5128G -.-�5 IL- lIISSS�� WAIL - S16T __'. 524BW 5108_ - ___-__"" / . WAIL*- LL NDSTA-2+40 49RT�J/BG ---- __- 9z� y86 490,q'l / /j --__- < L U Q o C TO SWIM FACILITY CONTRACTOR TO TIE INSzg 53° -- -----_ _ ----_ .. - - - - - 532 53 - 16 - qz oz y9y - 46�/ > J \ \ l I ROOF DRAIN SYSTEM TO UGD -- -_ - .ti :. .t.__ _ \: ,r-... / , ' EXISTIN MANAGED- 5- - - -.1 \ \ Szo o � LOPE$ (TYP.) - - 5 y / cr-�� °. Sly -- So6 06 y8y a52rW soo7 LL1I 482BG--692BW _ J v , u p 4$2BW - J o 518TW 502 _ n 512BG 500BW _ V/ -496Tw 512TW 502TW a.... 502� -- i' _0 oew w z z PROP. zo' PUBLIC 5T8 5z6 :. 1 z 524 -_, -- --- .. 55as '14 SW a6BWsoOG,46BG-- --- - �4 s0a7Gs DRAINAGE ESMT' 524 ° _ - y6 s° oy 98TA soaaG \ 4968W _L9 3 1 DB. PG. - _ _ i..,. IP 52z _ - - -_ c - -.gx, y995 5°8 _ _-- -- _ --_- s14Tw sos a9zaG so68w PC',0_ - - - - w I c r O I / s _ - 5 - - - - - 18 -J Og OOTW 51MG 506N✓ 494BG 50=BG-a9=8W -8 - - - - - - - - - _ _ �.-.. 5 -p r 20 _ _ _ ® _5 - - ...BG 506BW SBW -- - 5i6 508 520TW 5 TW 5 510BG 49 4908W g. 4 J 530TW 502TW 512BG 502 494BG 508BW 88 - TMP LJ_ /- �s=a C _ .. 512TW U9 492BW - - - - - - - - MART R o 08 SOaBG 4968G SI W, 500E - - WAL- • .. . - y z _ .. _ 510 5 504TW BG 4948W - - s S T� � V __ - _ - - _ __ _ _ _ _ - _ _ _ _ 5 6T -_ w 506BG 516BG 498BG - - - 2BW - - - - - - - - - - �- -- --- o DUSINES i S 516 _ W SOBTW 5068W 514BW 496BW STORE r=, (� P s+6 v _ • w ' : , - -__ PROP. zo' PUBLIC s7a oo 5iMG b"Bw BO 516Bw - - - - - - - - - - - - / r f+ 510 IBG SOSBW - - - - - - - - /_ \ �� 11 SOOBG 504BW 4988 0 o" f DRAINAGE ESMT `^_sosaw szz.oT� - - - �8„ _ - - - - _ _ / - -_ ------ \ l PROP. VARIABLE WIDTH r - - - n s16.MW C,o_ _ - - - Y c B E R K M A R DRIVE DB. PG. _ - �- _ - P 45 cRi�T-0P1rER H \ " SWIM FACILITY -------- _ / --- ---- ----- --- ----- -s 15"RCP i /pyATO,SANDRAR & ACCESS ESMT - - STATE ROUTE 1403 _ _ E -------------- -- s �- - / � � � _ A§ONdcHUNTfiR-)r � � _ � � Z ° oDB. PG.------- ---- - / / / = i i ��_� ��GL6 TRUSTfiPG \\�- /\ c 50' PUBLIC R/W �/ 5376, 608 v + - - - - - Ln - - - - - / i CONTRACTOR TO TIE IN / �� -�_ �' D.B. \ A p / _ _ _ _ "- - - - - - - - - - - / - - - / / OOF/YARD DRAIN SYSTEM, X� �� / \ Q z - - -'C 15" RCP - - �� - / i / -TO STORM SEWER SYSTEM /Lu c/ NOTES: l I I II1I1 I w vl z i. PROPOSED STORM SEWER SHOWN IS HDPE EXCEPT AS NOTED I \ III III O OTHERWISE. THE CONTRACTOR MAY SELECT A VDOT APPROVED N z \ / ---TMP 45- 8� - / x x- MATERIAL IN LIEU OF THE HDPE FROM THEIR APPROVED LIST 1 l 1 \ \ I /I I II1I11 U) o ----- CHARLOTTESVIL� - - - PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND / \ RL,AL1,Y CW \ \ \ \ 1 l INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT 1 1 \ J I o I x -� _ 7 brx� \ \ \ ` 1 I STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL \ / / / Ill J w D.B. 1439, PC. 196 \ \ \ 1 \ I 1 \ / II n / / / \ \ I / / I I \ \ \ \ ) ) ) I ) / ) 2. ALL TH UNITS AND CONDO BUILDINGS SHANOT BE SUBSTITUTED WITH ANOTHER PIPELL HAVE OOF DRAIN L= - Z ` I I / \ F� //� % / \ / SYSTEMS THAT WILL COLLECT THE RUN-OFF AND CHANNEL IT r n \ I / / / / \ / I FROM THE ROOFS TO THE PROPOSED DRAINAGE SYSTEM. � n 1 Q j / / \ \ ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED - x-x-\x�x x\\ \ \ / / \ / / \ / / �/� 3 TO THE ALBERMARLE COUNTY SERVICE AUTHORITY c O x- I / / f' / \ I ( 4. ALL PUBLIC WATERLINE EASEMENTS SHALL BE PLATTED PRIOR O TO FINAL SITE PLAN APPROVAL N 115. CONTRACTOR TO ENSURE S YARD DRAIN INLETS ARE I p \ I INSTALLED TO CONVEY RUNOFFNOFF DE AS DESIGNED. j6. SEE SHEETS 12 & 14 FOR ROOF DRAIN/YARD DRAIN DESIGN. 7. SEE SHEET i6 FOR LANDSCAPING DESIGN AND STABILIZATION OF I U THE PROPOSED SLOPES STEEPER THAN A 3a SLOPE. u ° I I � 0Ln JOB NO. 0 w ° U GRAPHIC SCALE 202196 \ A \ \ V A A \ \ \ I I 30 0 75 30 so Izo SCALE ° 30� ( I o IN FEET SHEET ) NO. n ° 1 inch = 30 ft. s 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 IWTHIN 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 MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE A T N T NARY N A NATURAL WA EASEMENTS ARE 0 BE EXTENDED 0 A BOUNDARY LINE OR N TUR L 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 CONTROL 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 CONS7RUC77ON. INSTALLEDFOUR FOUR (4) FEET OFFSET FROM THE EDGE 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 L 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 7RAMC 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. UNLESS OTHERWISE NOTED, ALL CONCRE7E PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS III. 9. 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 CONSTRUCTION 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. PAVEMENT: viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS 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 3" BM-25 CURB 7 INTERMEDIATE COURSE COE�HEAD RENT YDOT STD. CURB A � �OURSE,TVDO ED AGE AEGATE �0 �0 �� o 0 TO CONSTRUCTED ADJACENT TO DROP INLET (DI-3) AND FLUSH MTTH INLET TOP "A' 6 BASE # 0 00 o o� 0 WITH TYPE N0SIN0 8- - 1„. 1,� OR #21B DEPENDING ON ULTIMATE TRAFFIC 13" °° ° AND UNDERDRAINS 7- ° as COMPACTED COMPACTED SUBGRADE O.WL ° ASPHALT PAVING - ALLEYS �• FLOW •,• p ..e• . ••:_ . :• .r T.. UNF.' STD. ROLL-70P CURB SECTION DETAILS XS-3A AND XS-3C PLAN NO SCALE wDO zx = U OL �o 00 a ao 1.6't ".. (VARIABLE WIDTH) MIN. 5' I'm � 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE L- 1, f6" 2, \VOT STANDARD CG-6 STONE#BASE 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 . I R2ft6in 12 1.4 d° Builder's Option: Area may be concrete. Bottom of curb may follow slope of sub -base provided a minimum depth s Of 7 inches is maintained. ^' iftoin 2ft0in ROLLTOP CURB Face of Curb Invert Line �6 in 26 in R2ft3in R ift6 in ° 2°/G ° ° .„ -..m ° c Builders Option: Area may be concrete. Bottom of curb mayfollow slope of sub -base provided a minimum depth Of 7 inches is maintained. ry ,ftnin - DRY ROLLTOP CURB NO SCALE 2" ASPHALT 6" COMPACTED AGGREGATE 06°88 00$8cg off°$ BASE COURSE, VDOT #21A o o 0 0 o OREPENDING ON ¶MATE DTRAFFIIC LIMITS AND UNDERDRAINS SUBGRADED ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING --- PAVEMENT EX. STONE COSUBBASE MPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 1.5" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5.. 21-A BASE COURSE SUBGRADE ASPHALT PAVING - WOODBURN ROAD NO SCALE DRIVE AISLE AND PARKING EXPANSION *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 1.5" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE 9.5" 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - BERKMAR DRIVE NO SCALE TURN LANE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 6" VDOT 21A 6" VDOT 27A STONE BASE STONE BASE --------- - _ �1 ------- ---- tlA1SATX ROR 1/T( 110 Ir � I I TRIP GENERATION SCALE: 1" = 100' TRIP GENERATION CALCULATIONS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 3.oTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 88 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 644 ADT (322 ENTER/ 322 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 42 VPD (9 ENTER/ 32 EXIT) PM PEAK RATE - o.56 VPD PER DU = 49 VPD (32 ENTER/ 28 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Surface h a Base b a Sub -base h a Dp ADT �Dr Private Alleys 1516 12 1536 15 15 112.26ISM-9.5 1.5 2.25 BM-25 3 2.25 121A 6 0.6 13.73 GROUND TYPICAL ROAD SECTIONS N TS NOTES: 2. 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 C� OR CG-6 £. ROLL TOP CURB SEE PLAN SHEETS OR CG-6 FOR LOCATION 1.5" SM-9.5 ASPHALT SEE PLAN SHEETS TOPCOAT FOR LOCATION CURB & GUTTER CURB & GUTTER 3" BM-25 COMPACTED INTERMEDIATE COURSE CURB & AGGREGATE BA5E GUTTER TRAVELWAY COURSE TRAVELWAY CCESS EASEMENT - TYPICAL PRIMATE ALLEY ASECTION WITH NO PARKING (28' WIDTH PRIMATE ACCESS EASEWiVT) 25 .lfPH DESIGN SPEED NOT TO SCALE R/W i CG-6 1.5" SM-9.5 ASPHALT CG-6 TOPCOAT " COMPACTED 3" BM-25 AGGREGATE BASE INTERMEDIATE COURSE TRAVELWAY COURSE TRAVELWAY 0' 0' 31' PRIVATE ACCESS EASEMENT TYPICAL PRIMATE ALLEY SECTION WITH NO PARIl'ING (31 ' WIDTH PRIMATE ACCESS EASErIfENT) 25 MPH DESIGN SPEED NOT TO SCALE 1.5' SM-9.5 ASPHALT TOPCOAT EMS77NG CA 4" BM-25 INTERMEDIATE I ExB7fi COURSE EXISTING CG-6 CG-6 5' �� CURB & GUTTER 9.5" 21-A BASE COURSE CURB & GUTTER SIDEWALK POINT OF \ ,4 FINISHED GRADE \ CURB & GUTTER R/W 6" VDOT 21A STONE BASE 6" VDOT 27A STONE BASE EXIST. GROUND 4" MOOT 21A STRIP STONE BASE ♦" T EXIST. GROUND g ;' PROPOSED E) E%IRWNC 12• E%ISWNG tY E%ISIING 12 45 EXIST. GROUND (TURN LANE) (TRAVEL LANE) (CENTER L11 TURN LINE) (TRAVEL LANE) VARIES VARIABLE MOTH RLW BERKMAR IJRIME TURN LANE PUBLIC ROAD NOTE: THIS IS A MIN. PAVEMENT DESIGN. T.5,mo PRPROP O 35 MPH DESIGN SPEED ASPHALT PAVEMENT SECTION SHALL MATCH GA 1.5" SM-9.5 ASPHALT NOT TO SCALE THE EXISTING PAVEMENT SECTION. NOW. R/W WIDTH TOPCOAT MUL VARY WHERE c EXPANDED R/W THERE IS NO ON Y BM-25 INTERMEDIATE I EXIS77NG P/W STREET PARKING COURSE 5' MDE CONCRETE CURB C& GUTTER 5" 21-A BASE COURSE SIDEWALK PONT OF GROUND 2S FINISHED GRADE EXIST GROUND B' PLANTING 4" YDOT 21A STRIP STONE BASE 4'-+: r MOTH EXIST. GROUND ; VARIES UPANOEXIST. GROUND TL 5 6 2.5' (iRAIAEIANn (1RAWL LANE) I PROPOSED 6' (PARKING LANE) VARIABLEADTH _ R%W *NOTE: THIS IS A MIN. PAVEMENT DESIGN. WOODBURN ROAD EXPANSION W/ PARKING LANE ASPHALT PAVEMENT SECTION SHALL MATCH (PUBLIC ROAD THE EXISTING PAVEMENT SECTION. 35 MPH DESIGN SPEED NOT TO SCALE SCOTT/R. CULLINS'Z No. 35791 112�- P 6/27/22 0 rn 1 s G s � InNAT E i z O w J Zo � CC Oa CC� a 1n O w z 0 z o un > , DO W w Ln ce L9 r Z ICY' M M rn N _ M 1 W N � W U1 � J J J J LLB Q LU z I_ r� 1.� O Q L / :n Q v O LLJ Y z LU TLU + J Q � z W �' Q z W Vr LU O U_ - U) J / LLJ C:) N SEE d 1n JOB NO. 202196 SCALE AS NOTED SHEET NO. 6 I- Lq z i 3000 PSI GONG. BASE BENCH SLOPED TO FLOW o CHANNEL 1/4" : 1' MIN BRANCH 12" 2„ FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO Lp BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-B FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 4' RUBBER COATED STEEL STEPS CAST IN PLACE - PRECAST REINFORCED CONCRETE SECTIONS O" RING SEALS - MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. - DEPTH OF FLOW CONCRETI CHANNEL TO BE 1 FILLETS 3/4 DIAMETER OFJ� CONTRIBUTING SEWER. A FILLETED INVERT OR A SMOG TRANSITION OF FLOW BETWEEN ( NLET & OUTLET PIPE SHALL BE Al2" MIN 16" MAX STREET SURFACE OR NON -PAVED AREA '-0" MAX IOVIDED. MIN. 6" BEDDING T NOTE : W/ NO. 68 STONE O 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE o �' SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A D Z O m a m 90 O m M 261/4 OR [567.] 24* OR [606mm] 26 7/le OR [,z mm] 36. Ow - [aumm] FRAME SECTION [2smm7 - 2• (31 mm LEnERS (RECESS F H) 1(2) CLOSED PIKBms C 1 ,/B• (29.) DR BOSS [3e m] r [vfimm] ze• OR 1 1/2- NEOPRENE GNWU (79nvn] s/6 [t6 W 23' Ow [60Mnm7 zs• DR [w6mm7 0.0. OF GW(Ef GROOVE SECTION SEWER SERVICE LATERAL CONNECTION NOTES: I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.V HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. MAINING RACKFlLL SHALL 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLT CONTAIN ROCK MATERIAL RGER THAN 5" IN ANY BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1MENSION (1/4' PER FOOT) �IINTIAL BACKFILL+ 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN EMB(6THLOROU)GHLY YR DIAMETER OF 4'. COMPACTED SPRIN6. BY HAND OR APPROVED ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OMECHANICAL TAMPER OF 3 FEET. NO, 68 HAUNCHING SALTBEDDING TREATED4" 6" max min FlNISHED GROUND MARKERFOUNDATION (SHALL BE REQUIRED WH N SOIL CONDITIONS ARE UNSTABLE PLUG END OF Li NOTE : MAIN LINEK4VO.O- SECTION SERVICE LATERAL 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE I IRON PIPE THE BOTTOM M THE TRENCH SHALL BE SCRAPED AND TO COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ]!IN7WYE-IEELAN STYPICAL SEWER PIPE e INSTALLATION IN TRENCH SEWER SERVICE LATERAL CONNECTION NTS N.T.S. FIG. S-3 FIG. S-2 , 1- TD-34 ACSA GENERAL WATER & SEWER CONDITIONS (SEPTEMBER 14, 2021) 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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. SC No. 35791 ,� 6/27/22 I Z 0 LA w J ZO 2: UJ OCL LU Ce a V O (n F w z z O O U, > CO 2:LV w ce N w N rj Lu r M M N M N Wc:) N W N LLu O z Q U LLJ LU I- ul U) I- LU Lu U) z Q ri CJ 0 W a Lf) JOB NO. 202196 AS NOTED SHEET NO. 7 5 50 550 HIGH PT STA: 15+55.25 HIGH PT ELEV: 536.38 PVI STA:i5+69.6o PVI ELEV:538.o5 K:16.z5 LVC:15o.00 0D kDD T tN + M + M N ui ui LOW PT STA: 18+09.43 LOW PT ELEV: 525.91 PVI STA-17+7D in ss0 m TP TP ' PVI ELEV:52. . w K:17.14 HIGH PT TA: 18+31.57 LVC:6o.00 HIGH PT ELEV: 525-47 PROPOSED GRADE I w I SEE TEST PIT NOTE PVI ST :i8+56.57 545 O v 0 THIS SHEET m a0 PVI E EV:524 97 545 z.99 LOW PT z .O ^ v w N K 1 . 1 L W PT STA: 10+ : OW PT ELEV: S z.6z F Z_- 00 H ui LV :5o.00 LOW PT ELEV: 7 PVI STA:1o+z7. .6g g PVI STA:14+3o g5 I v ¢a a I � > m > "' N OW PT STA:1 9 8.z 3 PVI ELEV:515.7 HIG PT STA: 1z+70. 0 PVI ELEV:53z. 7 O J mU u, J a > m > w Ln m Ln " O rl M5 OW PT ELEV: 0.0 K:z 50 HIGHPT ELEV: 531. 7 K:18.29 XO ¢XLu m + + u, PVI STA:19+3 .z3 540 LVC:1o.00 PVI STA:1z+zo.7o LVC:So.00 �0 I 0 N H v 00 H v PVI ELEV:520.83 540 OW PT � m o LOW PT LEV: 518.48 K:1z.65 "D w ¢ wQ X„ °NO > 00 > "' LVC:So.00 N LA PVI ST :i1+oz.8g LVC:1oo.0o N , _I - - 1, w m w +o ^ PVI EL V:520.28 z n � n o v K: 0.67 o N `^ o i. " V v i `� PROPOSED VDOT J m O N n 535 U > w LVC 6o.00 r, N +i m `^Lii > 00 > STD. CD-1 Ul CO + Ln + °+ n v N PROPOSED STD. VDOT CD-1 _ w m w ui 535 m w aO10 a rn u> w v Ln U m u w * 00 H mN >m >w D w m w + rOi Ln w + N vi m i w 1.Oo% \ o a �> L^> �� s D ` \ Z� o 530 > m W w '�wp 530 z / / 3• MIN. w w z / 1.5' (1) 6" W/L LATERAL W/ 8"X6" TEE zz ¢ ¢ (1) 8"X6" REDUCERLn 2 0 525 / a.9D% 6" a. 527 & (1) 6" GATE VALVE Z) w 525 ¢ / WATERLINE TO (z) 4" FIRE LINES & V) g (z) 4" WATER SERVICE LINES (1) 8"X6" TEE & wa x / 11A TO 11' (SEE PLAN FOR CONFIGURATION) (1) 8" GATE VALVE r4 w m 0 / 15" STORM (1) 6" GATE VALVE O w ° / XING TO 1-FH ASSEMBLY 8" CL. 5z WATERLINE z SZp Z w PROPOSEDVDOT w 5 20 STD. CD-i �z u? // EXISTING GRADE 57 TO 56 w Ln/ / (1) 8"X8" TEE Lu 1-45° BEND TO AP ROX. LOCATION OF (1) 8" GATE VALVE /X�" 8" SAN 5�5 ? wa 1. 1-FH ASSEMBLY PR POSED EXPA DED (1) 8"X6" REDUCER XING u 5�5 W/ (1) 6" GATE VALVEWA (1) 45° BEND N EASEMENT (1) 6" GATE VALVE CONNECT TO 6" W/L TO WOODBURN ROAD 6" CL. 52 WATERLINE 18 TO 17 4" SANITARY STORM SERVICE LATERAL 510 PROPOSED VDOT ING 5 10 STD. CD-1 FILLTO BE PLACED A 95%COMPACTION (TYP.) (1)45° BEND (1) 4" W/L LATERAL W/ 6"X4" TEE 505 & (1) 4" GATE VALVE & (1) 4" FIRE LINE 505 W/ 6"X4" TEE & (1) 4" GATE VALVE POSEDPRO 500 BLOW OFF ASSEMBLY 500 rl 00 00 N N Vl d N N lq t0 10 0) 0) 00 d rl O yl d It S 0 H ID tD •i V1 N ry Ln ry r\ ^ 00 ^ o Vl M M 00 06 ' d O O N N O O a0 00 `� 00 H In v1 1� 00 d 00 O 00 Ln v1 Ln m rl 00 S N N 00 rl W d kD O n rl 'i rl 'i rl ,y N ry M ,y1 M m M Ln m N " M rl ,�.� M Ln ,.n f'1 ,�.� M 06 m M M M M M M M N 00 ry N ,y ry rl ,y N N H N N � U) LnLn Ln r 10+00 10+50 11+00 VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo �PERSEUS LANE (PRIVATE TRAVELWAY) DESIGN SPEED: zo MPH 20 zoo NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 16+5o 17+00 17+So 18+00 18+50 1g+oo 19+50 20+00 TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND VERIFY DEPTH, SIZE AND LOCATION OF EXISTING RWSA WATERLINES AT BEGINNING OF THE PROJECT BY HAND DIGGING TEST PITS AT PROPOSED STORM AND SANITARY CROSSINGS. CONTRACTOR TO PROVIDE INFORMATION TO DESIGN ENGINEER TO ENSURE THAT THE STORM AND SANITARY CROSSINGS WILL NOT CONFLICT WITH THE EXISTING UTILITIES. CONNECTTO EXISTING WATERLINE VIA TAPPING SLEEVE. CONTRACTOR TO - VERIFY INVERTY OF EXISITNG WATERLINE BEFORE CONSTRUCTION INTERSECTION OF WOODBURN TAURUSL 545 545 545 540 540 EXISTING GRADE 535 535 �/-PROPOSED GRADE f \\ 530 530 \ FILL TO BE PLACED AT 95% COMPACTION (TYP.' S25 3.5 MIN. 5 25 (1) 6"X6" TEE & (z) 6" GATE VALVES 8" CL. 52 WATERLINE TO 1-FH ASSEMBLY 1. 5. 520 �5 TO 520 INA XING (1) 8"X8" TEE (1) 8" GATE VAL S8 TO 57 (1) 8"X6" REDO( 51S 8"SAN (1) 6" GATE VAL CONNECT TO8 TO BERKMAR C 23 T0,19 15 XING 510 510 5O5 5O5 Soo Soo m 00 0 0 10+00 10+50 11+00 11+50 TAURUS LANE WATERLINE 545 HIGH PT STA: 10+21.40 HIGH PT ELEV: 53 •40 540 VI STA:10+z6. o 540 K:2.50 LOW PTSTA: 11+01.70 LVC:1o.00 LOW PT ELEV: 52S.98 0 0 0 0 PVI STA:1 +g6.7o It a a 0 PVI ELEV 5z6.o8 535 " m + m + �n + In K:2. 0 535 o .. O .. I ROAD AND > V m> V w ion, i m A ANE (io+oo) m o rq o 530 Z.dao \ .+ � w > rl ui ' > 530 m w -6.00% 525 .DDT 525 PROPOSED VDOT STD. CD-1 / �, S20 520 FILL TO BE PLACED AT 95% COMPACTION (TYP.) 515 515 510 53.0 It kD 00 Ln 10+00 10+50 11+00 TAURUS LANE (PRIVATE TRAVELWAY) DESIGN SPEED: 20 MPH VE ER VE 'W/L R INTERSECTION OF TAURUS LANE (ii+i7.83) SAND PERSEUS LANE (18+20.S2) SCOTT/R. (15L] No. 35791 6/27/22 z 0 U Ln w 0 z 0 Ln > w L--J vl- (M M Cf7 N M z Q rn N 01- N \< LLI J J J� in � uj I -I ) `J Lu 2 v I LLJ J O LLJ z Q 0 O u Lu I w w a Ln JOB NO. 202196 'SCALE 1p' I =5 a a 540 56.0 STR:S5 1x 1n O TP=530.43 O - IN: 514.33 TO 6" SS LATTO LOT 35, BUILDING #2 u [INV INV IN: 514-53 TO S6 535 00 0"D� o INV OUT: 514.23 TO S4 535 X00 00 STR:51 LH v z 0 TP=528.74 Ln N F a > > z Z INV IN: 509.26 TO S2 INV OUT: 5og.o6 TO EX S-7 SEE TEST THIS PIT NOTE SHEET STR:S4 FILL TO BE PLACED ^o AT 1^ p a N,6 , � v 95°� COMPACTION (TYP.) N N ° 530 FILL TO BE PLACED AT PROPOSED GRADE INV IN: 514.07 TO S5 INV OUT: 513.go TO S3A ^ a L^ z z71 `^- - O 1n 530 N Ln 95%COM PACTION (TYP.) a Ln F z z z - EXISTING GRADE 1n � z p LOTS 2 & 3 33 0 N m Ol0 TP TP u > > U) Z Z WATER SERVICE N ^. 5 5 LA p 0 0 w W O7+ LATERAL (TYP. o O o 0 00 LOTS 30 & 31 00 N x �p 2 5 5 \\ 06 , CRCq , N H H^ �d> n r z 0 z O� a¢ 28 & 2 00 tD f .. �zz� a U� Q V � /LOTS \ NOD x 1n 11 o OLn 6 XING 520 \ a >>O zz v~i Z Z Z oa x �a H XING/L 520 \ a w a w PROPOSED 8" _ YARD DRAIN _ 515--4 � 3 8" SDR-z6 PVC 5�5 8" SDR 26 PVC 155.21 LF Lal C.50% 8" SDR-26 PVC 102.64 LF Qa o.50% 8" SDR 26 PVC 195.88 �� LF Qa o.50% /1/l/ 18 TO 17 8" SDR-26 PVC 133•Si LF Qa 0-50% �5 510 8" SDR-26 PVC° 0 234.16 LF a 5 0% 8" SDR-26 PVC 33.41 LF Qa o.50% STORM SEWER 510 131.61 LF Qa 0.50% CROSSING 8" SDR-26 PVC FGPROiP!0iSE&D3.8" 8" SDR-26 PVC 307.62 LF @ o.5o% o 22.48 LF Qa o.5o% M SEWER OJ Z 5L)5 CROSSING o Soy H 3z TO <Li PROPOSED 18" r ff H 00 ry 0 ff N N a STORM SEWER O 500 CROSSING p O O O O O Soo Lu a F ~ F_ `" } Wa a a a a a <� Lu Lu Lu W Lu w w o: w 495 L � U) N Ln V) Ln 495 A Ln I� O n W n l0 W n •i 1T IN O 001O N � pp cao, W (n 01 M w O lD m 00 00 a Oa 0t0 MN O •cMii NM•Ni 00 NL( Nt( NIn N l0lD 00 w 0p lDl/ Ol O t0 r 6 6 oN) 1 1 NIn rL!l 1 rL(l 1 r1nl rInl rVl 1 rL(l1 rl H H H rl H r, rM H O D N O y N N VNl � f�1H Ln Ln Ln N 0+00 545 540 535 STR:S3 TP=516.20 INV IN: 51i.86 TO S3A INV IN: 511.86 TO Sg 530 INV OUT: 511.66 TO S2 525 POSED 15" RM SEWER SSING o+5o 1+00 1+5o 2+00 2+50 ri t� 0 J in M a) JO n0 0 000 J �0) W rl LOTS 10 & il-\ w , .. N FILL TO BE PLACED AT Q o r �� 95%COMPACTION(TYP.) n; O Ln F z z EXISTING GRADE _ V M x Op�0 �00 o a). o / N 1D N V J M � �H z 7 / LOTS 4 & 5-\ LOTS 8 & 9-\ Ln & F a > > F/ Ln F z z z z LOTS 2 3� o isA TO ii j LOTS // 6 & 7--PROPOSED 25" / LOT 1 STORMSEWER- CROSSING 1.2' 3+00 3+50 4+00 4+50 5+00 545 STR:Sii PROPOSED GRADE rTP=536.30 I INV OUT: 525.27 TO S10 I 540 1 545 WATER SERVICE LATERAL (TYP.): TYP.) LOTS 22 & 1- 8" SDR-26 PVC 00% 309.16 LF LOTS 14 & 16& 520 / I 10 TO 9 / 6QJLp(o PROPOSED'15" / STORM SEWER $ v CROSSING / 515 9a�3 8" SDR-26 PVC 10 53.0 1oo.56 LF Qa 1.00°h of 0 J a Lu W Q � 00 H N rl N 14 11 J F O o 0 F- O O o O O O O O O i 505 w Lu r F r r- i {n } J a J s J a J a J a J a J a J a J a J a J a• dr a Lu Lu Lu W d' Lu w' W Lu Lu Lu Lu C W Lu W K W d' W L W I I a a a a a a a a a a a Soo z a J ul, J U, J L, J V, J 1n J L/, J ul, J Lnv, J J V, J 1n 1n � U) 1n 1n Ln � Ln 1n 1n 1n In N a yMj OD ,y n 00 ,Mj a M O 00 n 00 O1 0 O V1 VI Vl V1 V1 1Mn Ln L 1Nn � lmll Ln Ln lMll Ln N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 ►ANITARY SEWER S11 TO S- MR 530 525 00 O J 0 520 J Lu W Ln Ln 515 510 505 500 � r�l 00 6 � M 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo SANITARY SEWER S8 TO SZ 545 V 0 0 m 540 PROPOSED GRADE ~N„ 540 NIP EXISTING GRADE �0 D Nn �d> �FZ V)i 1n O 535 ° ° N 535 N N,6 ? / o ID ur i Ln zz0 // LOTS2o&21 »> Ha z z z 530 1n � / 530 /--LOTS 22 & 23 �,�O / 24 & 25 FILL TO BE PLACED AT 5�5 / 95%COMPACTION (TYP.) 5�5 WATER SERVICE LATERAL (TYP.) LOTS 26 & 27 S20 520 95'0F2-@kovb z� 13�'1 515 515 J a Lu QN N N N N N NO ci J o 0 0 0 0 H o 0 0 510 w S10 W F F H H H H H F {n J J J J J J J J <o J a a a a a s a s Z 505 L° J n J V)u J J 0 J V)n J J Ln J 0 SOS n a 00 co a N 6 0 N M �Ln 0o a N M W, ri M 0+00 0+50 1+00 1+50 8+5o 9+00 9+50 10+00 10+50 11+00 VERTICAL GRAPHIC SCALE ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 11+50 12+00 12+50 13+00 13+50 TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND VERIFY DEPTH, SIZE AND LOCATION OF EXISTING RWSA WATERLINES AT BEGINNING OF THE PROJECT BY HAND DIGGING TEST PITS AT PROPOSED STORM AND SANITARY CROSSINGS. CONTRACTOR TO PROVIDE INFORMATION TO DESIGN ENGINEER TO ENSURE THAT THE STORM AND SANITARY CROSSINGS WILL NOT CONFLICT WITH THE EXISTING UTILITIES. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. SCOTT/R. MbLLINS'Z No. 35791 6/27/22 z 0 0 U /A w Vl J Zo < w 0 m � a U O 1n F Lu z z0 z O in in > Ca Luw Ca J z 0 r co M N IZIM z Q N N > u')° Lu ( Lu J J J J LL O Lu z_ L9O L J Cn Q w 2 v1 111 W Y Lu W = z ul ? Q cl� i ` zLu W 0 U_ U) J W u Lu w I w a u=i JOB NO. 202196 SCALE 111 _ 501 SHEET NO. 9 CONTR VERI C 540 540 0 0 Lu PROPOSED GRADE (TYP.) 5 535 Lux 0 a W 535 �0 N v1 PROPOSED ACCESS MH O O 0 N - W/ STAIRS FOR INSPECTION Ln w ^ o °; m z & MAINTENANCE TP �� O O¢a 530 P k.D 1n > M 0 v1H Lnx 530 _ a) o Q O - z z o W Ln -p} z > 4- y 11 w z z Z_ a TO BE PLACED AT SEE TEST PIT NOTE O v m N z p w 5%COMPACTION (TYP THIS SHEET < 11 > > w U Z Z rFILL Ln F 0 525 w ui 525 TP p a a aw O °o o EXISTING GRADE 520 z0 (TYP.) 520 STR:2 VDOT STD. MH < TP=505.36 O w RESTRICTIVE WEIR PLATE INV IN: 5oo.29 TO 3 x AT LOW POINT TO DRAIN INV OUT: 499.i5 TO 1 0 ¢ 3 THE SYSTEM SEE DETAIL 51� a ON THIS SHEET w V=P 515 1 S4 TO S3 i a PROPOSED 8" u J ;0 SANITRY SEWER CROSSING i-VR PEAK WSE=,pi.43 � VR PEAK a- - WSE=5a2.27 x S10 Im O N w 510 Zo 0 6 2~o / WEIR PLATE ~O 0.uj � m INVERT=5o6.5o Sl 0 a D .. > r p 505 o> > � ,n 0 Z z IP 18" HDPE LF 1.24% SAFETY SI 132.68 INLET SHAF P ° 18" HDPE Soo f� 115 � 8� 59 L o$/0 3.9.76 LF Qa 4.00% S 00 4CTOR TO PROPOSED LOWER i5" =YINVERT UNDERGROUND DETENTION F EX. PIPE SYSTEM PRIMARY OUTFALL 495 495 PROPOSED 12o" HDPE UNDERGROUND DETENTION SYSTEM Qa o.5o%TO ATTENUATE RUNOFF CAUSED FROM THIS DEVELOPMENT. 18" HDPE TOTAL HDPE LENGTH=367.00' 4S.56 LF Qa 8.00% 490 490 O N N oo M M O O N N N N N N Ln Ln L N L 10+00 10+50 UNDERGR 11+00 11+50 12+00 12+50 13+00 OUND DETENTION SYSTEM 13+50 14+00 PROFILE FILL TO B 95% CO M PA R:4 VDOT STD. MH TP=52434 INV IN: 505.71 TO INV IN: 512.5o TO 5- IV OUT: 5o5.61 TO 3 .AB SL-i REQUIRED ING IS-1 REQUIRED 10.07 0 Lu 5 x O �a 535 0 ° 535 �, -� o CO M m O N m } J 0 O ci ^ N O w-PROPOSED GRADE (TYP.) 530 z Z < 530 EXISTING GRADE (TYP.) PLACED AT CTION (TYP.) 525 525 PROPOSED ELEVATED 15" ALLOWS MORE SM EVENT VEC T EVENT / AFELYB BYPASS SAFELY BYPASS THE UNDE DETENTION SYSTEM 520 20 YPASSINVERT=5i5.oc 515 515 15" HDPE 25.96 LF Qa 7.01% 510 510 PROPOSED 120" HDPE UNDE 15" HDPE SYSTEM Qa o.5o%TO ATTEN LF Qa 5.79% FROM THIS DEVELOPMENT. TOTAL HDPE LENGTH=367.0 505 505 rl N RIPE JT & LESS 3TO :RGROUND :RGROUND DETENTION UATE RUNOFF CAUSED rei 10+00 10+50 11+00 EMERGENCY BYPASS PROFILE 540 540 It uw J � m M p W 535 N o " 535 0 OO'tkD ~O zz STR:25 VDO 0 N a o n a TP=527.52 L. CD � INV OUT: 52c 530 1^> >> u, 530 ,u„Fzzzz 525 525 FILL TO BE PE 6" W/L XING 95%COMPA( 52o SZo 15" HDPE 28.34 LF Qa 4.10% 515 515 510 510 SOS 505 m � N N f STD. DI-313, L=4' .57 TO 18 .ACED AT .TION (TYP.) 0+00 0+50 [STORM SEWER STR. 25 TO STR. 1.81 540 540 iD 0 w J O! m ROPOSED GRADE (TYP.) 535 0 a 535 ID N°NDO� 00 - �N m F- O N m 0 i M M J > O ul H 111 530 0' J m 530 N Nz2pw > > > w FILL TO BE PLACED AT M o as ,n t z z z ,Q„ 95%COMPACTION (TYP.) p Ln Ln 0 0 525 > o Ln525 N O ry �O F-a> LnF- Z 520 6" SANITARY 520 SERVICE LATERAL TO LOT 35, BLDG #3 .5� 515 515 15' HDPE LF @ 0•9 182.6 OA 510 510 / EXISTING \ GRADE (TYP.) 505 505 WATER SERVICE LATERALS Soo Soo rl� p O ,^+ M m 0 m L!1 tD N Ln Ln In N N l!1 N m N O O n Ln 0+00 0+50 1+00 1+50 2+00 STORM SEWER STR. 22 TO STR. 17 0 a ow 540 J W K 1 540 00 D O Lu 00 a W STR:23 VDOT STD. DI-3B, L=6' p n NN w O to TP=526.3S N 0 0 0 - - INV IN: 515.4o TO 24 FrHmLn l7 H m u m m Z INV OUT: 515.3oTOig 535 p mN nH< 535 0 kD't N � J a a v v v,j n EXISTING STR:24 \ z z z Lu p W GRADE (TYP.) TP=520.( 1M D >> > J n F z z z z< z PROPOSED INV IN: 5. GRADE (TYP.) INV OUT 53 O \� O 2 5 5 2 5 5 XING 520 - 520 515 101.64 15" HDPE LF Qa o.6o% 515 15" HDPo.6o% 62.z3 LF Lal 510 510 505 505 Soo 1 500 00 n rMi N LMn In V1 Ln Vt In Ln 0+00 0+50 1+00 1+50 'DOT STD. DI-313, L=8' 1 7.5o TO Di 516.o1 TO 23 STORM SEWER STR. 24 TO STR. z9 TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND VERIFY DEPTH, SIZE AND LOCATION OF EXISTING RWSA WATERLINES AT BEGINNING OF THE PROJECT BY HAND DIGGING TEST PITS AT PROPOSED STORM AND SANITARY CROSSINGS. CONTRACTOR TO PROVIDE INFORMATION TO DESIGN ENGINEER TO ENSURE THAT THE STORM AND SANITARY CROSSINGS WILL NOT CONFLICT WITH THE EXISTING UTILITIES. 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. TOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE 3IZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE -ILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR :RUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. SCOTT7R. (15L] No. 35791 6/27/22 z 0 U LA w J Z o < O w m a U O L F Lu o z z 0 H o (n > W W m [(i F z a i FAF �1 Lu 20 w ul z C) M M Cn N IZIM N C:) Cn N \N Lu J //j V/ Lu O J Q 2 U Y Lu F- D U) Lu Lu U) LU Q (D CD n CV Lu IL LL LLJ Lu 2 O Ln u .W-, W W � x a cn JOB NO. 202196 SCALE 111 - SO. 10 LI 2 550 I� m M ¢ p N N p N17LL0 cLL G V V z = N N N X w0 O00 mv, 3o O vv) 550 ! n- F O > m V 1 F S 0 0 a) N � ? O p N � > N'vMi of I� vm,�H ~ v-- azz STR:1i VDOT STD. DI-3B, L=1o' a Z 0 545 INV IN: 525.19 TP=532.19 TO 21A F- Z Z Z Z 545 INV OUT: to 525.09'77 1 540 PROPOSED GRADE STR:7 VDOT STD. DI-3B, L=12' (TYP. /7z / L `- TP=518.92 INV IN: 514.48 TO 8 J o F O m / 540 INV OUT: 524.38 TO 6 no Op rn / m N > o 00 `) /00HOPE 83 0 oleo p NO O O / m, 15�F�3 535 N m EXISTING N Z p 1 16.1+6 535 o OF a O N GRADE (TYP.) a Z Z VI H 11 o > - - N N u,H m > �viH 0 viz0 II CL 0O� a>0> v~i z--Z / NOe��g°/0 53 o F - n ^ ? ? - dq °�„°, / / 1 S6 Qa �' 86 �$ 530 0o J C6, Op m / 6" W/L C9 Z o �,5 XING O � / 6" W/L F ? ? 15" HDPE 2 5 5 O ,n -mom o a, o m � �^ v~ / XING 30.01 LF Qa 2.5o% 525 / 1. 5 COO) m _ / HDPE Sii TO Sio u? z z O 15 1.79% a > > > / 143•p1LF ' SANITRY SEWER 5 20 in z z_ _z 1. CROSSING 520 NAPE 5p% HDPE 41.gz LF Qa 2.00% FILL TO BE PLACED AT ?�F 4 $10 TO 59 95%COMPACTION (TYP.) 59PROPOSED 8" SANITRY SEWER 515 rISHDPE CROSSING 515 INV IN TO 1.0' 510 35.16 LF Qa 1.30% 510 15" HDPIj Sg TO 53 5.02 LF Qa 5.960 PROPOSED 8" SANITRY SEWER 505 CROSSING Soy Soo 500 I� vl W 01 OD ,.^ ep H ry .t m W 3 N ^ M IY m O^ V1 N OND cNi V1 ~O DD M ri M N ei OD 00 •i ul N N N m 00 m �6 M N I� M N N m M M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STORM SEWER STR. TO UGD 5+50 6+oo 550 545 540 535 530 525 520 515 510 INV IN TO UGD = 5o8.oi 505 500 TEST PIT iSHEET TP I p w M 0 Lu Z 7 � O Ln Z +° x 0 O Lu ui STRa5 VDOT STD. MH LL GRADE (TYP.) J m 0 TP=518.97 O z O O O ~ `n INV IN: 51i.go TO 16 J w ¢ r F F cn kD INV IN: 512.69 TO Ci O¢ w O n ° Q a INV OUT: 511.8o TO 34 a ~ > vl vl v1F L ¢ X O < > N N �� 77-�¢w H ,,,zzzpww d > > > > w J w Ln F Z Z Z Z Z ROPOSED 8" YARD DRAIN EXISTING GRADE (TYP.) PROPOSED 8" SANITRY SEWER ITS 18" HDPE 264.6o LF Qa 0.79% i77.52 LF @ a�� FILL TO BE PLACED AT 95%COMPACTION (TYP.j STR:ig VDOT STD. DI-313, L=4' TP=530.66 N - INV IN: 514-93 TO 23 INV IN: 522.25 TO 20 INV IN: 527.29TO El "' o INV OUT: 514-83 TO 18 p N INLET SHAPING IS-i REQUIRED SAFETY SLAB SL-1 REQUIRED ^ a F STR:18 VDOT STD. DI-313, L=4' J 0 v TP=527.6i m > H INV IN: 514.64 TO ig ^ ry 00 p INV IN: 519.41TO 25 m a 1`1 O INV OUT: 514-54 TO 17 p N v~ F Z JLET SHAPING IS-1 REQUIRED O- 00 / SAFETY SLAB SL-1 REQUIRED O m N 0 MOD ! J 0 p > v w J m H ,O >. a � w / in I-- N 0_ Wl H 6 NCo 0 N / o NO H H U) 00~J FHmin / F Ln 0 0 O ~ N N p O '0 m m JDOD '0 M V)? H Z Z O w Fa>>j v~i�Zzz,Q / Vl H z Z ZSAN ITRY CR1 �j i811HDPL Bo.18 LF 0.93% 18" HDPE ',13.04 LF Qa o.83% M121 15" HDPE 38.og LF Qa 0.50% 15" HDPE 56.52 LF Qa 2.55% ^�1G G li' 6'I 15" HDPE 36.26 LF Qa lo.00% It 'Ni Vm) N DD N 00 O OD l0 WON Nry OL!l1 00O ' OD t0 t m H O vQl al . O 00 l0O06 i t N vl N vl N Ln eim O O O O ry N ry m M Ln LI) v1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 STORM SEWER STR.21 TO UGD TP TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND ®VERIFY DEPTH SIZE AND LOCATION OF EXISTING RWSA WATERLINES AT BEGINNING OF THE PROJECT BY HAND DIGGING TEST PITS AT PROPOSED STORM AND SANITARY CROSSINGS. CONTRACTOR TO PROVIDE INFORMATION TO DESIGN ENGINEER TO ENSURE THAT THE STORM AND SANITARY CROSSINGS WILL NOT CONFLICT WITH THE EXISTING UTILITIES. 7+50 550 1 AIF- / I l OSCOTT7R. CULLINSZ U No. 35791 545 o�� 6/27/22�� 540 535 530 U) Z O O z 0 O U Lu w m J U L O F 525 w Z o rm, O m U, \ n > Ca W w m a 520 515 510 ngm== Soo VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 ( IN FEET ) 1 inch = 50 ft. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-2 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT95%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. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 21� 0 M M N M UI Gz`' J (V N � W �.0 > Lu (� W Lu J J J ® � z o Lu L ~ L.L. -j (%) W Lu U (,' (Il W Y w w H O z in U u w [`L ci� I i z w O I - U) U_ Jw mi Q CD n u w I O w e< x a cn JOB NO. 202196 SCALE 111 = 501 SHEET NO. 11 I TMP 45-73 HINES, ZME J w \ MILLS LEE HINES DB. 1058, PG 607 ■ / / TMP 45-74A MEBER, LEWIS A Z LIVING TRUST �� \ yo DATOEXISTING / ) ~ V \ CULVERT=i.2iAC Tc=i2.6 MIN ' , / TMP/ 45-68C2 - 2.710 AC - OH I (APPROX) - - off - - WM -x X SOH / TH pj,TJ 1 SCOTT R. LINSZ V A U No. 35791 ,� / \ \ 6/27/22 TMP 45-72 \ \ \ \ \ \ IONAL E��l 1NNA HATER $ \ \ \ ER AUTHORITY \ \ \ v v A 768, PG. 277 l TMP 45-71� \ / RIVANNA HATER $ SEWER AUTHORITY D.B. 788, PC. 277 / \ J TMP 45-89Bf / MOOD, HUNTER M / l /REVOCABLE PC TRUST48 D o W J Z CI TMP 45-68E ' / 0 2 /2.211 / ��Ica / 2.211AC / - ----� 0 U o (APPROX) Ln _520 Lu r.... iw 0 Z Mill IN, _ �� ®sue _P 1_ V d"r 0 000-1 11 nml - 'rmnv �� 111 r • ROUTED •STORM- �- - - r r-7r - III �z -�ERVI PRIVATE -YARD • 17� ®- • •.• TRA N AS SHOWN. FOR ••• DRAINAGE 1 m Ir • fMIN RELEASED I� - r I - • -7THE DRIVEWAYS THE PRIVATE ALLEY. I u I11 �• • �. .. J Q fr �r -II Ilig` �i• i Tip 45-68�1 � � ♦ sue. � : .. / ®■ • �� u Ly _ ffiffer _. _ _. ,111 _ _/ _ _ _ _ .. �, BIB 1764, :!5 03.4 UNITS ••• m ul1 _ _ - � - m � ...1v ■fn.A■.ludn�- __ _r . � a . I _ aL •IZi�aiL�li.■i..■dn�1..... �� __ � � r low 1 �'�•v� ©� �® i -I IN -ram ♦ ' ' KIM I� '�,�j-mom . ■ ■ ■ - •� - - I ml. a//� Rio I mile ®WI CHARL` 1 /CORP PC. 196 100 .� Structure Area (Acres) Cyr 4 (Min.) 1 0.00 0.90 5.0 2 0.00 0.90 5.0 3 0.00 0.90 5.0 4 0.00 0.90 5.0 5 0.00 0.90 5.0 6 0.11 0.70 6.0 7 0.12 0.85 6.0 8 0.10 0.65 6.0 9 0.00 0.90 5.0 10 0.69 0.80 8.0 11 0.00 0.90 5.0 11A 0.00 0.90 5.0 12 0.13 0.50 6.0 13 0.05 0.50 6.0 14 0.00 0.90 5.0 15 0.00 0.90 5.0 16 0.00 0.90 5.0 17 0.45 0.75 8.0 ' 18 0.02 0.60 6.0 19 0.03 0.70 6.0 20 0.06 0.65 6.0 21 0.40 0.70 8.0 22 0.45 0.75 7.0 J I Structure Area (Acres) Cw It. (Min.) 23 0.03 0.75 6.0 24 0.09 0.70 6.0 25 0.02 0.65 6.0 UGD 0.00 0.90 5.0 ROOF 1 0.34 0.90 5.0 ROOF 2A 0.19 0.90 5.0 ROOF 2B 0.03 0.90 5.0 ROOF 3 0.20 0.90 5.0 ROOF 4 0.05 0.90 5.0 ROOF 5 0.07 0.90 5.0 ROOF 6 0.07 0.90 5.0 ROOF 7 0.07 0.90 5.0 YD-6 0.13 0.35 6.0 YD-UGD 0.32 0.40 8.0 YD-14 0.19 0.40 6.0 YD-15 0.11 0.40 6.0 OUT 0.00 0.90 5.0 26 1.21 0.40 12.6 EXI 0.00 0.90 6.0 EX2 0.75 0.55 6.0 EX3 0.90 0.75 6.0 EX4 0.05 0.55 6.0 Fv ~ I 1 I 1 l l r J �I��11 -U) v F_ > LU / o / o I c (D x E E GRAPHIC SCALE F o w H 0 30 0 15 30 60 120 W W d L O U JOB NO. ( IN FEET) 202196 1 inch = 30 fL SCALE 1" = 30' 0 SHEET NO. m C- 11 \ SCOTT R. LINSZ U� No. 1 6/27/22�J / 4* ■■dim m��`r\\ mmommmom� ��♦ / / \� z v v / / • / ��v o • / W _ A Tc=o.21 hrs. / \ \� \ / / / • / / 54' OF OLF w/ A EL' V.= ' '♦ / ' I Z o W �1ED 69o' OF CONC. FLOW, / 0 ELEV.=19' / I \ I Q o J _ La ♦ / �.., •■ Lu o m Ln \ \ \ \ \ ■ \`` ♦ I \ry \ YP 73 NINES, ZELDA Ca Ca " W N HAE OR v) /LLE LEE ■ ■ � ♦ � NINES / � DB. f056, PC. 607 li \ / / \ \ \ / ■ /� • • \ ` / ETMP BER 45-74A ♦ \ , LEWIS A N z / / \ \ ■� . ■ ■ _ / LIVING TRUST ■ 5° J / \ / n \ �� ■ _�_ /e DATOEXISTING / / zz r \ \ \ ■ ■ �_ - / CULVERT=i.ziFuC Q o �� ■ ■ ■ ■ ■ � Tc=12.6 MIN '♦ f OH wales OH OH off WM N / \ I _— / i — - - - — M OOF Z TMP 45-80 LOT i LOT z - - \ RIDCEWOOD MOTEL & 3 �4 MANOR LP LO 7 O7 / D.B. ZONING- R6 -- , I OOF N 15163, PC. 405 I �LOT8 I L 9 \ I - � I LOTio t M +e L LOTii o � - iz O � Z N \ ICI I QQj 8I I I J___1___L_I __L___JI___ I J Sa i i---I L----i — N I I I OOFi I I N I I Q / I I I I I I / \ / / / / / / / / / \ \ \ S i W 3 �UILDING # / � \ I � A UNITS w YD --- ��- - - _ a sao Sao w Z 0 L9 LL. YD-UG Q z TMP M45-8f -j . \ / � THIRD ESA LLC \ / � \ Lu W in ]g zO- / W b -=518- — _ 5 U Lu _ - _ Lu TMP45-112E2 � / � � ,,:.,. _ ::.. _ — � —fin -- :. ....: _ ... / - -- -._ - BERXMAR DEVELOPMENT LLC S � SS - S - - i= - -- - _- -_ -- _ LL / _ 516 S / _ LL �rs�_ — --- —-----------------B1 U Q O w ------------- --- X4 H ~ - - - - - - - - - - - - - - - - - - - - - - - w Cirf — { _____---- _ _ — __----- _ _ — — — — _ @ 3 rMP _ _ — 45-68C1 — --- AR - - - J / / TMP 45 68C 7 / / / � b&ELOTTESVILLE MALLOY PROPERTIES � / / �EALTY CORD Lu G G _ III LLC_ — — 1 / PC. 196 G' TMP 45-45112B G— — T _ B PROPERTIES LC STTMP 45-112E 'A� 1� \ J �r �x I�� \ \ -- °NV x—x — x —x BRIAN ✓ & x I K VON ST II 30 9 GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch — 30 it. Q O r, W 120 d Ln JOB NO. 202196 SCALE 1" _ 301 SHEET NO. 13 Table 8: Pipe Design Table Design Year: 10 Project: Victorian Heights Job #: 202196 Prepared by: UMW, PE 0� �TH � SCOTT R. LINSZ U No. 35791 °p 6/27/22 IONAL W w z Z n Z J U 0 C 0 U z 3 O O /A w x z Q o Z O < w m s 3 O J Q O u U w ✓ 3 O z 0 z O l7) o `7� 2: m W W � 0 (n J U i N 0 z u 0 0 co a C 0 U y 0 U 0 W N N N 0 c a U c Table 7: Grade Inlet Design Table o M M 0 3 � 0 N Q Q T c z LU C N N W 1 1 1 \ 75 / v / I-/-�I z W (/ a O Table 6: Sump Inlet Design Table J _ J o a U) z o �I u 11'' 0 � O V 3 J Q V = 2 W o ' u �1 Y Q o w Co w z = r L ° Table 7: Grade Inlet Design Table in Q 0 z z ��/I w LU LL_ z w O z z w N z cn U J 0 Table 6: Sump Inlet Design Table I --I \ O w / T N U d LL -I O ILlL� Q d J U U CV w O o J U O W w w a ° 2 o o U JOB NO. 202196 0 SCALE s" = 30' 0 a SHEET NO. o �4 YARD DRAIN DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH ( SLOPE INVERT INVERT MATERIAL INLET TYPE RIM PIPE DESIGN n=0.013forRCP n=0.012forHDPE Pipe Hydrology Pipe N w fn « U W c d m m E c v � m E c ii m E E F .� E p E � w 0 LL j 3 E C rn � R' Pipe run: 13 -UGD 13 12 0.05 0.50 0.025 0.509 6.00 6.35 3.23 3.23 540.58 536.10 114.5 0.012 0.0391 15 13.84 9.07 0.21 12 11A 0.13 0.50 0.065 0.637 6.21 6.29 0.00 4.01 533.10 528.94 86.8 0.012 0.0479 15 15.32 10.37 0.14 11A 11 0.00 0.90 0.000 0.637 6.35 6.25 0.00 4.01 525.94 525.19 30.0 0.012 0.0250 15 11.06 8.23 0.06 11 10 0.00 0.90 0.000 0.637 6.41 6.23 0.00 4.01 525.09 522.53 143.0 0.012 0.0179 15 9.36 7.28 0.33 10 9 0.69 0.80 0.552 1.189 8.00 5.81 3.21 6.91 522.43 521.59 41.9 0.012 0.0200 15 9.91 8.70 0.08 9 8 0.00 0.90 0.000 1.189 8.08 5.79 0.00 6.91 521.49 518.82 59.2 0.012 0.0451 15 14.86 11.78 0.08 8 7 0.10 0.65 0.065 1.254 8.16 5.77 0.38 7.24 518.72 514.48 63.3 0.012 0.0670 15 18.12 13.79 0.08 7 6 0.12 0.85 0.102 0.000 8.24 5.76 0.59 7.24 514.38 513.93 35.2 0.012 0.0128 15 7.92 7.31 0.08 6 UGD 0.11 0.70 0.077 0.123 8.32 5.74 0.44 7.24 513.83 512.28 26.0 0.01 0.0596 15 17.08 13.28 0.03 ape run: 21 -UGD 21 20 0.40 0.70 0.280 0.280 8.00 5.81 1.63 1.63 532.92 528.88 67.9 0.012 0.0595 15 17.07 8.55 0.13 20 19 0.06 0.65 0.039 0.319 8.13 5.78 0.23 1.84 525.88 522.25 36.3 0.012 0.1001 15 22.14 10.76 0.06 19 18 0.03 0.70 0.021 0.534 8.19 5.77 0.12 3.08 514.83 514.64 38.1 0.012 0.0050 15 4.94 4.24 0.15 18 17 0.02 0.60 0.012 0.559 8.34 5.73 0.07 3.20 514.54 513.10 55.5 0.012 0.0259 15 11.27 7.86 0.12 17 16 0.45 0.75 0.338 1.234 8.46 5.71 1.93 7.04 512.85 512.11 82.6 0.012 0.0090 18 10.77 6.46 0.21 16 15 0.00 0.90 0.000 1.234 8.67 5.66 0.00 7.04 512.01 511.90 12.0 0.012 0.0092 18 10.90 6.53 0.03 15 14 0.00 0.90 0.000 1.458 8.70 5.65 0.00 8.23 511.80 510.20 177.5 0.012 0.0090 18 10.80 6.72 0.44 14 UGD 0.00 0.90 0.000 1.705 9.14 5.55 0.00 9.46 510.20 508.01 264.6 0.012 0.0083 18 10.35 6.64 0.66 Pipe run: 24 - 19 24 23 0.09 0.70 0.063 0.108 6.00 6.35 0.40 0.69 516.01 515.40 101.6 0.012 0.0060 15 5.42 3.02 0.56 23 19 0.03 0.75 0.023 0.131 6.56 6.19 0.14 0.81 515.30 514.93 62.2 0.012 0.0059 15 5.40 3.15 0.33 ape run: 22 - 17 22 17 0.45 0.75 0.338 0.338 7.00 6.07 2.05 2.05 515.70 513.90 178.9 0.012 0.0101 15 7.02 4.89 0.61 Pipe run: UGD- OUT UGD 4 0.00 0.90 0.000 0.000 5.00 6.67 0.00 10.59 506.50 505.71 19.8 0.012 0.0400 18 22.75 12.53 0.03 4 3 0.00 0.90 0.000 0.000 5.03 6.66 0.00 10.59 505.61 503.96 132.7 0.012 0.0124 18 12.69 8.02 0.28 3 2 0.00 0.90 0.000 0.000 5.30 6.57 0.00 10.59 503.86 500.29 87.6 0.012 0.0408 18 22.97 12.65 0.12 2 1 0.00 0.90 0.000 0.000 5.42 6.53 0.00 10.59 499.15 495.50 45.6 0.012 0.0801 18 32.21 16.24 0.05 1 OUT 0.00 0.90 0.000 0.000 5.46 6.52 0.00 10.59 495.40 485.74 96.3 0.012 0.1003 18 33.26 16.55 0.10 ape run: 25 - 18 25 18 0.02 0.65 0.013 0.013 6.00 6.35 0.08 0.08 520.57 519.41 28.0 0.012 0.0414 15 14.23 2.98 0.16 Pipe run: IX4 - IX1 IX4 IX3 0.05 0.55 0.028 0.028 6.00 6.35 0.17 0.17 509.80 509.15 38.7 0.012 0.0168 15 8.37 2.56 0.25 IX3 EX2 0.90 0.75 0.675 0.703 6.25 6.28 4.24 4.41 508.15 499.60 280.5 0.012 0.0305 15 11.28 8.59 0.54 EX2 IX1 0.75 0.55 0.413 1.115 6.80 6.12 2.53 6.83 499.45 479.90 393.5 0.012 0.0497 15 14.40 11.53 0.57 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � � a m � v 8 U N O U w � C N Oa � w a d > o c w coy d c d m � o m � o, x o, 0 O r @ C � 0` � C E o_ > J Q U U O O O m v1 3 W � rn rn J J W O O U K 10 36 4.0 0.69 0.80 0.552 2.21 0.00 2.21 0.0570 0.0200 2.0 0.0830 4.1500 6.48 0.78 3.5120 0.1463 0.1341 14.95 0.27 0.43 0.95 1.26 7 6 38 8.0 0.11 0.70 0.077 0.31 0.00 0.31 0.0600 0.0200 2.0 0.0830 4.1500 3.06 0.99 3.5120 0.1463 0.1649 5.86 1.36 1.00 0.31 0.00 - 8 38 10.0 0.10 0.65 0.065 0.26 0.00 0.26 0.0870 0.0200 2.0 0.0830 4.1500 2.68 0.99 3.5120 0.1463 0.1649 6.10 1.64 1.00 0.26 0.00 - 7 36 12.0 0.12 0.85 0.102 0.41 1.26 1.67 0.0620 0.0200 2.0 0.0830 4.1500 5.74 0.84 3.5120 0.1463 0.1429 13.12 0.91 0.99 1.65 0.02 - 17 3B 6.0 0.45 0.75 0.338 1.35 0.00 1.35 0.0260 0.0200 2.0 0.0830 4.1500 6.24 0.80 3.5120 0.1463 0.1371 9.48 0.63 0.84 1.13 0.22 22 See sag inlet comps for Ob 20 36 4.0 0.06 0.65 0.039 0.16 0.00 0.16 0.0080 0.0200 2.0 0.0830 4.1500 3.46 0.98 3.5120 0.1463 0.1634 2.42 1.65 1.00 0.16 0.00 - 19 38 4.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0600 0.0200 2.0 0.0830 4.1500 1.88 1.00 3.5120 0.1463 0.1663 3.38 1.18 1.00 0.08 0.00 - 18 36 4.0 0.02 0.60 0.012 0.05 0.00 0.05 0.0600 0.0200 2.0 0.0830 4.1500 1.53 1.00 3.5120 0.1463 0.1663 2.67 1.50 1.00 0.05 0.00 - 25 38 4.0 0.02 0.65 0.013 0.05 0.00 0.05 0.0600 0.0200 2.0 0.0830 4.1500 1.57 1.00 3.5120 0.1463 0.1663 2.76 1.45 1.00 0.05 0.00 - 23 38 6.0 0.03 0.75 0.023 0.09 0.00 0.09 0.0860 0.0200 2.0 0.0830 4.1500 1.81 1.00 3.5120 0.1463 0.1663 3.88 1.55 1.00 0.09 0.00 - 24 38 8.0 0.09 0.70 0.063 0.25 0.00 0.25 0.0670 0.0200 2.0 0.0830 4.1500 2.78 0.99 3.5120 0.1463 0.1649 5.57 1.44 1.00 0.25 0.00 - 13 38 6.0 0.05 0.50 0.025 0.10 0.00 0.10 0.0060 0.0200 2.0 0.0830 4.1500 3.09 0.99 3.5120 0.1463 0.1649 1.83 3.27 1.00 0.10 0.00 - 12 36 6.0 0.13 0.50 0.065 0.26 0.00 0.26 0.0060 0.0200 2.0 0.0830 4.1500 4.43 0.88 3.5120 0.1463 0.1488 2.91 2.06 1.00 0.26 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a C N C « t U 3 X W O N N u v �' � O m 3 C U d o T c m o a o u .� o � � N W c � N N N J � O � w C O E d � J Q U U U O O (n (A F W @ (/J O J J W 10 36 4.0 0.69 0.80 0.552 3.59 0.00 3.59 0.0570 0.0200 2.0 0.0830 4.1500 7.77 0.70 3.5120 0.1463 0.1224 19.36 0.21 0.34 1.22 2.37 8 6 36 8.0 0.11 0.70 0.077 0.50 0.00 0.50 0.0600 0.0200 2.0 0.0830 4.1500 3.68 0.97 3.5120 0.1463 0.1619 7.27 1.10 1.00 0.50 0.00 - 8 36 10.0 0.10 0.65 0.065 0.42 2.37 2.79 0.0870 0.0200 2.0 0.0830 4.1500 6.53 0.78 3.5120 0.1463 0.1341 18.71 0.53 0.75 2.08 0.70 7 7 36 12.0 0.12 0.85 0.102 0.66 0.70 1.37 0.0620 0.0200 2.0 0.0830 4.1500 5.33 0.87 3.5120 0.1463 0.1473 11.85 1.01 1.00 1.37 0.00 - 17 36 6.0 0.45 0.75 0.338 2.19 0.00 2.19 0.0260 0.0200 2.0 0.0830 4.1500 7.49 0.72 3.5120 0.1463 0.1254 12.27 0.49 0.70 1.54 0.65 22 See sag inlet comps for Ob 20 36 4.0 0.06 0.65 0.039 0.25 0.00 0.25 0.0080 0.0200 2.0 0.0830 4.1500 4.16 0.94 3.5120 0.1463 0.1576 3.03 1.32 1.00 0.25 0.00 - 19 36 4.0 0.03 0.70 0.021 0.14 0.00 0.14 0.0600 0.0200 2.0 0.0830 4.1500 2.26 1.00 3.5120 0.1463 0.1663 4.14 0.97 1.00 0.14 0.00 - 18 36 4.0 0.02 0.60 0.012 0.08 0.00 0.08 0.0600 0.0200 2.0 0.0830 4.1500 1.83 1.00 3.5120 0.1463 0.1663 3.28 1.22 1.00 0.08 0.00 - 25 36 4.0 0.02 0.65 0.013 0.08 0.00 0.08 0.0600 0.0200 2.0 0.0830 4.1500 1.89 1.00 3.5120 0.1463 0.1663 3.39 1.18 1.00 0.08 0.00 - 23 36 6.0 0.03 0.75 0.023 0.15 0.00 0.15 0.0860 0.0200 2.0 0.0830 4.1500 2.17 1.00 3.5120 0.1463 0.1663 4.75 1.26 1.00 0.15 0.00 - 24 36 8.0 0.09 0.70 0.063 0.41 0.00 0.41 0.0670 0.0200 2.0 0.0830 4.1500 3.34 0.98 3.5120 0.1463 0.1634 6.87 1.16 1.00 0.41 0.00 - 13 3B 6.0 0.05 0.50 0.025 0.16 0.00 0.16 0.0060 0.0200 2.0 0.0830 4.1500 3.71 0.97 3.5120 0.1463 0.1619 2.27 2.64 1.00 0.16 0.00 - 12 36 6.0 0.13 0.50 0.065 0.42 0.00 0.42 0.0060 0.0200 2.0 0.0830 4.1500 5.31 0.81 3.5120 0.1463 0.1385 3.73 1.61 1.00 0.42 0.00 - INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 Y 0 is 4 in/hr for spread, and 6.5 inlhr for capacity and (intensity depth) P) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N i0 w � 4 � C 3 � o _ 0 .2) .� N Y o C $ � c E pO a U > � ¢ U ti a d tq rn 3 to rn r w° all 0.45 0.75 0.338 1.35 0.22 1.57 0.0010 0.0300 2.0 0.0830 2.7667 8.92 0.62 Carry over flow fromStr. 17 22 D�3B 12.0 combined flow 1.6 0.12 0.271 4.14 all 0.03 0.70 0.021 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0830 4.1500 4.06 0.95 21 DF3C 12.0 combined flow 0.1 0.02 0.046 1.05 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a d 1() m � N (y C C � 1 � � � U U O w � w m � m � o � 3 OO « � N � � r_ � � E m Q a > J Q U U O O d rA rA � to rq H W tr all 0.45 0.75 0.338 2.19 0.65 2.85 0.0010 0.0300 2.0 0.0830 2.7667 10.70 0.55 22 DI-3B 12.0 combined flow 2.8 0.22 0.480 7.33 all 0.40 0.70 0.280 1.82 0.00 1.82 0.0010 0.0200 2.0 0.0830 4.1500 12.86 0.47 21 DI-3C 12.0 combined flow 1.8 0.16 0.356 8.16 530 5,�0 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 11. 550 525 SIGHT LINE (TYP.) 525 DISTAN _390 IGHT HT. OF _ OBJ=3.5' 520 _ — — 520 _ , / / EYE=3.5' � — — � — J / 5�5 TFNCE-39° / -- ----� 5�5 / / PROPOSED GRADE (TYP.) 510 / / 510 XISTING GRADE (TYP.) HT. OF / Soy OBJ=3.5' - SOS / J Soo Soo 495 495 O O rl M N O 0) O OLn 00 OLn 00 OLn 0 0l 1 O 00 01 O SLn l0 O 00 O O ko � Ol O) OO Ln Ln H L Nu SCOTT/R. MbLLINS'Z No. 35791 6/27/22 z M O U / A w Vl J Z 0 � 0 w m J � Q U O 1n F w z0 �z O to >Ca> Ca W w M U) z W N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 F � � LBERKMAR DRIVE DISTANCE SIGHT 550 545 545 T. OF OBJ=3.5' EXISTING GRADE (TYP.) 540 �S�GHTO/ST A _ _ 54 o \ago _ \ 535 535 SIGHT LINE (TYP.) HT. OF EYE=3. ' � 530 530 T 5�5 525 520 520 PROPOSED GRADE (TYP. 5�5 515 510 HT. 0BJ=3.5' OF S10 505 505 01 01 00 0 l0 00 M 0 O l0 O m l0 '� H O ~ I� .t 0) ~ O N N O O dl O N N N N N N N N N S m ~ M � M t0 M O M N N 01 �6 M N Ll1 V1 Ln Ll1 V1 Ll1 lJ'1 l(1 V1 4n In V'1 Vl In 10+00 1o+5o 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo WOODBURN ROAD SIGHT DISTANCE 545 545 540 540 HT. OF / OBJ=3.5' 535 cE-z�°/ — — — — — 535 530 / �' / 530 / HT. OF NCEYE= .5' ROPOSED GRADE (TYP.) 525 �G�oEN°o i 525 / HT. OF / 520 OBJ=3.5' / 520 / / / 515 / 515 / EXISTING GRADE (TYP.) / 53.0 510 505 505 500 500 lD ^ rl 00 CO ^ 01 f M N 01 W N CO 00 N W ry In � �} t N m 00 00 0 1 V1 Ln V1 LN(1 V1 Vl Vl Lnlmll 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PERSEUS LANE SIGHT DISTANCE 0 Cl? C'7 1 CV M i LU rn Q CN N W � > Ln LU LU J J J LL_ ® > Q O w z 0 L9 o LL- w V ~ Q 2 Q (D un W" Y LU w = z � Ul U) Q —a DC LU z w O F- F-- — (n U_ J LU> J Q CD o r, u LU w W 0- a cn JOB NO. 202196 SCALE 111 = 501 SHEET NO. 15 Conservation Plan Notes: 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MA KED 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. 0. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL EAN-UP. FUTURE LOCATIONS OF INTER -PARCEL CONNECTION - (6o' GRADING & ACCESS ESMT) 1 1 W., + 8 8 PROPOSED 28' ACCESS ESMT T OPEN SPACE C RECREATIONAAREA=o.o62 A DOUBLE STRAND #12 GAUGE WIRE NOTES: 1942 3.36 WITH RUBBER HOSE & TURNBUCKLES i. SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 2"1 HARDWOOD STAKE ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181) ATA ' RATE OF 6o LBS. PER ACRE OR i LB. PER 1 000 SF. GRASS MIX IN THESE AREAS SHALL CUT& REMOVE BURLAP FROM TOP PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. / a/30F BALL AS SHOWN z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE SCARIFY SUBSOIL TO 4" MIN. DEPTH MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL / MULCH SAUCER HEALTH OF THE PLANT. FINISHED GRADE 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN UP TO4"CAL. SHALL BE STAKED. ASSOCIATION OF NURSERYMEN. THE PLANTING OFTREES SHALL BE DONE IN / 4" CAL. OR LARGER SHALL BE ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONSJOINTLY WITH 3 EQUALLY SPACED 'ED,#12 GAUGE WIRE WITH HOSE ADOPTED BYTHE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF URNBUCKLES. LOOP HOSE LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OFTHE AMERICAN SOCIETY OF No OWN, FLAABOVEG BRANCHES OWN, FLAG WIRES WITH LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE SPECIFICATIONS OFTHE VIRGINIA , JEY TAPE. REFER TO SPECS DEPARTMENT OF TRANSPORTATION. DDITIONAL INFORMATION. 4. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED AMENDED SOIL MIX ON AVERAGE So' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. COMPACTED SUBGRADE t / Tree Planting and Staking Detail / I Not To Scale / / OR -!] I / / X—X— X—X—X—X—X— / t SCOTT R. CbLLINSZ U No. 35791 6/27/22 z 0 O U /A of J Y/ of Z w to O � J Q U O F =a Is •'e • Source: Va. Is • STATE ROUTE 659 C ti ii: „ �- ► �• ter.. 1� i�L� r. '` ssai as ''%—��T �® , •'_� . : ffiRANOMMM =icy - rej _ Is ilblwi�m STREET SIGN ITYP.) r. _`I IV II ---� ■i - • • 6 - , �� • n LOT LOT y. . • `�� hy�f.''► I g dill � -I i �° rid f � ° � �� , , � �;,, �� ._I . I . I.. :r �_�� ►� i� (I =; •: II x - - -- 1. - — — ——I=��Itllllllllltll� =�—�I 3PROPOSED 28- ■Cn ■ , r� 11,, re N P� �� Ri x� ■ � f • �! ►� �.�24 UNITS ••:� I It VA 9 CA BIG Is NO Nam slira WIM �i !y `„ -.!� �.'- +!�' --f i�r%s 1�A�r>rt+u. / ,r, ��I" — -`=`—�•• �`��v � (� �=�AIS� �- —s�� — .• ,. ` 1 � � •�F' \� �'+ � i, �ra. 1r �.I�3. 1G..r �r _ ...J 1 � I� f ff'/' 4��. Tay p • II e - �_.:•.:•-•-..•—y_:� • a^:c.� • #a "�-••.,.• • a e�:.—. +w�•_ �� .- _lam _�� I � ls.rx•)...1aa?n)..11•ks.,In)•p.A•.1n. rn.k•.11•!r•)n.1•r.1•� • •. .. �'-.A--,=� � Itllll� i� �� _ -- - ,,�� y-,• - ----` .. ram. 45ir• aR yy.x,+� d �!, —, • • 14n:2u�a•.7 --•r>��[dls¢+aa �� '—., Iaaprd __._ _ I II • •. • .� •I••JiilA•iI••J.-_ ..... 'w°a I WO 201 1QP ...t t ' 1 "sit-•-' k err v .�_ i1`�."{'y-y i d TREET SIGN(TYP.) '�? iiisr. r4 V•' 1 v'l. STOP SIGN +y,5 _yyr'y^c�`�'rv, t'+ f . %,' ._, � 4, ,l °F:x Es .+...; ..2 a.^•v � :, (TYPJ —_ y . i, .,},' C't,'F,}e>.'. "�1W1w'„ x r��'dy,•.^.' T '�> a - .tit. t . is4 , , / ,,. � � _ . . , • . . .. b J .. -� v - .. — — — _ BERKMAR DRIVE ---- -- STATE ROUTE 1403 _ - A---- ----- o — ------- 50'PUBLIC R/W m---- NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. PLANT SCHEDULE I� NOTE: PROPOSED SLOPES STEEPER THAN ' 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYE GRASS & ERNST CONSERVATION SEEDS y' AT A RATE OF 6o LBS PER ACRE, OR i LB PER i,000 SF. SEE PLAN SHEET FOR LOCATION OF THE SEED MIX. SYM BOTANICAL NAME COMMON NAME SIZE CANOPY (SF) QUANTITY TOTAL COVERAGE (SF) TREES BN BETULA NIGRA'HERITAGE' RIVER BIRCH 2" CAL 397 21 8337 QP QUERCUS PHELLOS WILLOW OAK 2" CAL 370 19 7030 LS LIQUIDAMBAR STYRACIFLUAROTUNDILOBA' ROTUNDILOBASWEETGUM 2" CAL 206 11 2266 QB QUERCUS BICOLOR SWAMP WHITE OAK 11/2" CAL 299 8 2392 EVERGREEN TREES PA IPICEA ABIES INORWAYSPRUCE I 4-5'HT 1 41 1 11 1 451 MG I MAGNOLIA GRAN DI FLORA ISOUTHERN MAGNOLIA I 4-5' HT 1 54 1 19 1 1026 ORNAMENTAL TREES CP ICORNUS FLORIDA'CHEROKEE PRINCESS' ICHEROKEE PRINCESS DOGWOOD 6 HT 1 124 1 12 1 1488 SHRUBS CA ICALLICARPA AMERICANA AMERICAN BEAUTYBUSH 24" HT 1 12 1 91 1092 IG JILEX GLABRA'SHAMROCK' IINKBERRY HOLLY 1 24"HT 1 23 39 897 NHD INANDINADOMESTICA IHARBOUR DWARF NANDINA 24"HT 1 156 42 6552 TOTAL: 31531 NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 fL — I — ::,-. N 5NHDJ 8 Evergreen Tree Planting Detail Not To Scale �Wown i�\�' 1 _E M 0 • • amaiiirald � � TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"1 HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYW IRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"1 HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE /x�X� �X �X _x—x�x x x X LANDSCAPING CALCULATIONS STREETSCAPE TREES REQUIREMENT: 1 LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE OR 1 MEDIUM TREE PER 40 FEET OF PUBLIC ROAD FRONTAGE WOODBURN ROAD 730 LANDSCAPING REQUIRED 15 LARGE SHADE TREES LANDSCAPING PROPOSED 15 LARGE SHADE TREES BERKMAR DRIVE 780 LANDSCAPING REQUIRED 16 LARGE SHADE TREES LANDSCAPING PROPOSED 16 LARGE SHADE TREES SITE TREE CANOPY REQUIREMENT: 19.5 DWELLING UNITS PER ACRE, MIN. CANOPY 15% OF THE SITE AREA MINUS OPEN SPACE AREA TOTAL SITE AREA 4.514 ACRES (SITE ACREAGE) OPEN SPACE AREA 1.228ACRES AREA REQUIRING TREE CANOPY 143,138SF(3.286ACRES) TREE CANOPY REQUIRED 21,470SF TREE CANOPY PROPOSED 22,990 SF MG LS b 1 1 1 \�,-4 MG IG County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp ID-284-111-297 for complete specifications) NHD -1 BN I. The fouon the turns shall h e Shawn on the nII Ll Treestobesaved, ® Limits of aletring (outside dripit a of trees to be sever); ® Locamnandtypeafprotectivefencing; Grade changes requiring tom wells orwalls; Proposed trenchh,g or tunneling beymd dw lintits o£clearing. 2. Markings: ID All trees to be saved shall be madced with print or ribbon at a height clearly visible W equipment operators. El No grading shall begin until the tee making has been inspected and approved by scantily Inspector. 3. Pre,Construction Conference: L7 Tree preservation and protection meeswes shall be reviewed with the contactor on site 4. Equipment Operation and Storage: Heavy equipment vehanfir traffic storage ofconstruction materialsincluding soil shall not bepemlittedwithin the driplines oftrees to be saved_ 5. Soil Erosion and Stortmvater Detention Devices: Ll Such devices shall not adversely start trees robe saved. b. Fires: f7 Fires are not permitted within 1010 feet ofthe drpline of has to be saved. 7. Toxic Materials: El To domaterials shall not be stored within 100 feet ofthe dripfines rollover to be saved. S. Protective Fenetng: Ll Trees to be retained witlrin 40 feet of a proposed building signaling active, shall be protected by fencing. ZI Fenang shall be in place and shut be inspected and approved by a Count) Inspector prior to goading or construction 9. To. Well,: ID When the ground level most be raised within the dripfine of a tree to be saved, atree welt shall be provided and a construction detail subudr sad for approval. 11. To. Walls: El When the ground level lust be lowerad within the dripline a rive ro be arced, a here was shall be provided; and a ssinametion detail subntitted for approval. 11. Trenchins and Tunneling: 0 When trenching is required widsia the limits of clearing, it shall be done as far away from the trunks classes as possible. Tunneling under a large tree shall be mnsidared as an altsmative whe rit is anticipated that necessary trenching will destroy feeder roots. 1^. Clemmors W protective fencing shall be the last items removed during the final cleanup 13. Damaged Tress: 21 Damaged trees shall a treated immediately by pruning, fertilisation or other methods mcommendedby atree specialist. NOTE:ITISTHEDEV OPER'S RESPONSIBILITY TO CONFERWITH THE CONTRACTORON TREE CCNSERVATION REQUIREMENTS. OWNER SIGNATURE , — (DATE) CONTRACT PURCHASE Ii SW ♦S l TIRE (DATE) 5/1/06 Pape 1 of 1 0 zM CY5 N M z Q N N W LU J J J z ® > Q J LU LU I— LL z 10�V / Q _ = V (D U W" LU W I— = Q U) z J _ Ul Q cl� I ZW O �W I..L F_ — U) U_ J Wv Il /Q V y� (] (] N U H w H 0 w D3 d Un JOB NO. 202196 SCALE ill _ 301 SHEET NO. 16