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HomeMy WebLinkAboutSDP202200047 Plan - Revision 2023-02-14GENERAL 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. NOTE- WITH THE AFFORDABLE HOUSING BONUS DENSITY, THE UNITS THAT ARE TO BE AFFORDABLE UNITS MUST COMPLY WITH THE AFFORDABLE HOUSING STANDARDS LISTED UNDER 18-2.4.5(b) OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PROPOSED USE. 88 SINGLE FAMILY ATTACHED & MULTI -FAMILY RESIDENTIAL UNITS (34) TOWNHOUSE UNITS OF WHICH (8) ARE AFFORDABLE DWELLING UNITS (54) MULTI -FAMILY RESIDENTIAL UNITS (ONE & TWO BEDROOM UNITS) PROPOSED USE ACREAGE: PROPOSED LOTS: 3.200 ACRES (CONDOMINIUM & TOWNHOUSE LOTS) PROPOSED OPEN SPACE: 1.314 ACRES PROPOSED RIGHT OF WAY DEDICATION: 0.407 ACRES DENSITY.• ALLOWABLE BY -RIGHT DENSITY- 15 DU/AC + MAX. 307. BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING ALLOWABLE DENSITY.- 4.921 AC OF SITE x 15 DU/ACRE = 73 UNITS 73 UNITS x 207 BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING UNITS 73 UNITS + 15 UNITS(8 AFFORDABLE UNITS & 7 MARKET RATE UNITS) = 88 TOTAL UNITS ALLOWABLE DENSITY-88 TOTAL UNITS W/ 209 BONUS DENSITY INCREASE (8 AFFORDABLE UNITS) TOTAL ALLOWABLE DENSITY. 88 (17.9 DWELLING UNITS/ACRE) TOTAL PROPOSED DENSITY: 88 UNITS (17.9 DWELLING UNITS/ACRE) OPEN SPACE.• TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 259) TOTAL OPEN SPACE REQUIRED: 4.921 ACRES x 259 = 1.23 ACRES TOTAL OPEN SPACE PROPOSED: = 1.266 ACRES (25.77.) - OPEN SPACES A, B, & C. 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. 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 EXCEPTION 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' MULTI -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 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 AGRICULTURALI FORESTAL DISTRICT. NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JANUARY 2021. THE BOUNDARY LINE INFORMATION IS PROVIDED BY TIMMONS GROUP. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING OCTOBER 2022. DATUM: NAD 83 EXISTING VEGETATION: BOTH PARCELS ARE PRIMARY WOODED, WITH EXCEPTION FOR THE CLEARED AREA ASSOCIATED WITH THE UTILITY EASEMENTS LIGHTING NO SITE OR STREET LIGH77NG 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 & MULTI -FAMILY UNITS = 176 OFF-STREET PARKING SPACES RE IJIREn ICINITY MAP E: 1" = 2000' Po° TH OF VICTORIAN HEIGHTS o� 1;��,I - SCOTT R. LINSZ FINAL SITE PLAN SDPm2022mOOO47 RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA / TMEWIS A WEBER, ALIVING I TRUST TRUST ZONING: RURAL ' / DB.4998, PG.437 I TMP , HINES, IE LEE MAE OR DAM WILLS LEE HINES - ZONING: RURAL _ - DB.vo56, PG.6o7 i TMP 45-7z _ _ _ RIVANNA WATER & SEW ER AURTHORITY ZONING: RURAL D8.768, PG.z77 Q 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 = 28,609 SF (ACCESS EASEMENVTRAVELWAY) (13.39 OF 4.921 AC SITE) IMPERVIOUS AREAS (WITHIN LOD): PROPOSED ROADWAY & DRIVEWAYS= 63,272 SF (46.87) PROPOSED SIDEWALK & CONCRETE = 12, 723 SF (9.49) PROPOSED BUILDINGS = 59,290 SF (43 M. TOTAL = 135,285 SF PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES. PARCELS 1-35 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 GRADING SHEET 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 IS 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 ALBS. CO. STANDARDS. TRASH: EACH UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER, AND ALL TRASH SHALL BE COLLECTED BY A DRIVING DUMPSTER SERVICE. / TMP45Iv RIVANNA WATER & SEWER AURTHORITY ZONING: RURAL / D8.768, PG.z77 WOOD§URN RfAO STATE ROUTE 659 4040=RIW (DO 534, PC 154) SHEET/LAYOUT SCALE: 111 = 50' / TMP 45-69Bv WOOD, HUNTER W REVOCABLE TRUST CIO i HUNTER W WOOD, TRUSTEE / ZONING: RURAL DB.53oz, PG 48 LOTv L _-- - - OTz LOT LOT LOTS 4 LOT I f / OPEN P CEB - LOT8 LOT. ' 0.211 RES 44c III LOT vo "nr \ I I I LOTss LOT 1° m LOT zB LOT LOT ;3 3� �� vz LOT r m � LOT LOT LOT LOT v9 LOT zo LOT LOT 27 Z'�" z 30 32 3z v7 LOT vB LOT LOT LOT LOT LOT 26 U m13 9 LOT zz z 4 3 _ _ I CESS __ _. / CASEME ) __ -- - -- It / I PERSEUS LANE i s i I -1 r __ __-B-U-r'I-L-D-IN-GBUILDING #_LzIi _#_3 (4 UIING#z 1 1 UNITS LOT35 1p)MARKET TEKE EUNIRATUNITS I(v6)MTRKES RATE UNIT l iII --- 1 - I _ --- TMP 4SIGH . ................-................... --.. wP, . y,pLLB ...... ............. ........, � ... TMP 46-68E ........... OPEN SPACE C.: .........................................::::::::::: ....................... VICTORIAN HEIGHTS LLC'••••••••................ •' d................... VICTORI AN HEIGHTS LLC """"""••••• o.o z A CRES OPEN SPAC 49 ..::"""' ZONING: RzS ..... EA �•� y ................... .................... .. :............ (z,8zSF .:....:::::::.. INST. #:zouaaozo647..............................:::::::::.., a.u3 ACRES ... ZONING: RyS ...... .......... 5 ) � INST. #: zoza000zo6 ..............................................................:::::. (48,4865F) ................. 45 _ z.rio ACRES ................................................ zzay ACRES - __ ::::::......c:i[iic iiiitici[iiii[ii: --------- -- - -- --- - . - _ --- - ------ ----------- "------ - BERKMAIR DRM - ----------------------------------------- _ STATE ROUTE 1403 -- *= DENOTES __-- TMP45-68 - - - - AMATO, SANDRA P; CHRISTOPHER B AFFORDABLE TMP 45-68Co �- GLEASON & HUNTER W WOOD, DWELLING UNIT CHARLOTTESVILLE TRUSTEES REALTY CORP i ZONING: HC ZONING: HC / D6.5376, PG.6o8 DB.v439, PG.vg6 RECREATION AREA: REQUIRED RECREATIONAL AREA: 88 UNITS x 200 SF = 17,600 SF BUILDING CODE NOTES: PROPOSED 22,220 SF (0.51 AC) INCLUDING (1) TOT LOT (2,515 SF), (1) RECREATION FIELD 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE (8,000 SF), AND PASSIVE RECREATIONAL AMENITIES BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM: STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS ONE (1) SWING (FOUR SEATS) OUTLINED IN THE USBC. ONE (1) SLIDE WITH TWO (2) CLIMBERS 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE ONE (1) BUCKABOUT OR WHIRL SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-og AND THE 2015 VIRGINIA CONSTRUCTION CODE. TWO (2) BENCHES 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE RECREATIONAL PLAYFIELO ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE NOTE: A RECREATI0NAL SUBSTITUTION WAIVER WILL BE SUBMITTED WITH THE FINAL SITE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BYA PLAN FOR THE PROPOSED RECREATIONAL AMENITIES WITHIN THE DEVELOPMENT. BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. OFFSITE EASEMENT- ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING RIGHT-OF-WAY, PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OR WITHIN EXISTING EASEMENTS. OFFSITE UTILITY EASEMENTS AND SIGHT DISTANCE OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A NEEDED FIRE FLOW CALCULATION: PUBLIC NUISANCE AND NOT OVER SIDEWALKS. TH UNITS: S. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1 3. 8 9 5 MUST HAVE AN NFF=(C)(0)[1+(X+P)] =1,750 x 0.85 x [1+(0.22+0)] = 2,825 GPM x 0.50 (SPRINKLERS) = 9so GPM NFF ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR C=18F(A)AO.5=18*1.5*3,63OA0.5 =1,75o GPM (ROUNDED) SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION (IBC TYPE V-A)=1.5 ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT A=2FLOORS X 1,825SF=3,630SF(TYPICAL TOWNHOME) 540-562-385ox131. O = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND X=0.22 FOR o' AWAY BUILDING EXPOSURE BETWEEN 1-Woo FEET TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND P=o FOR BUILDINGS RATED SPRINKLERED INSPECTIONS OFTHE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE 5o%REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS COUNTY BUILDING INSPECTIONS DEPARTMENT(ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, CONDOMINIUM UNITS: WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL FACTOR =1.5 INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY TOTAL GROUND FLOOR AREA=1388o SF (LARGEST CONDOMINIUM BUILDING) FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES TOTAL AREAS OF OTHER FLOORS FLOORS, 27,760 SF BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN TOTAL BUILDING AREA: SF AND THE METERS)/BUILDING(S). REQUIRED ISO FIRE FLOW = 3,500 SF 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) = 2,750 BYTHE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG WOODBURN ROAD IS 2,296 GPM AT 92 PSI. 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 ELEVATION 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 0 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 (g 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 VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT No. 35791 112�- p 01/09/23 c� `o �'Slnn,nT. Ear' LU Z w O w w IA LULn Vl < Ln z Z 0 2 �m� 0 f cea 0 o cn LU LU Z U z pLU z `s � a / > ca IY W w De m EE) Lu Lr) o ce Ln I- > N N w N N < n O\ rj N k LP / Z 0' M M N M I i W N O C)) N WN I n An LU U) Q LU U) Q L.L. V LU Q F1 0 U F1 L L] L L] 0 U Lu 0 LU a Lf) JOB NO. 202196 SCALE III = 501 SHEET NO. 1 c I \ A i TMP 45 7 / I / WEBER, LEWI A LIVING TRUST \ ZONI G: RURAL TMP 4--73 / D 4998, PG.437 I ZELDA MAE OR VVILLE �� LEE HINES ZONING RURAL DB.1056, PG.607 — / SD OH �- — =-SOH WOODBURN ROAD / V — MTD"ROUTE 659— / ��540 off ON — 4pjRIW (Ag, 534, ',G 154) WM �i N49°48'33.8z"E35949' off I AA-- \ i M _ - 18" R( i \ I _AA N470 06' 04.79"E 93.41' M i5' PRESCRIPTIVE EASEMENT EXISTING 1z" CMP (PLEASE SEE NOTE i ON THIS I $ \ — CULVERT TO REMAIN - — \ SHEET) NOTE: EX. WATER METER TO bE — — — / REMOVED AND PORTION OF z" TMR4_580 — ----SERVICE LINE TO BE RELOCATED. sad RIDZEW(�OD MOTEL 8, - _ --- � SEE UTILITY PLAN FOR NEW � MANOR LP \ LOCATION OF SERVICE LINE. 45 MP 68Cz / ZONING: R6 - — — / / \ VICTORIA"EIGHTS LLC DB.5-1 63, PG / A S3G� ZONIN"i5 D6.5655, PG.3 Z WOODED AREA WITH A D8.52921 PG.237 Q S o / MIXTURE OF DECIDUOUS AND DB•1775, PG•432 \ 3 o M V_ERGREEN TREES \ DB,1439, PG.196 2.7i"CRES 3 ry �� TEST PIT #1 / TOP OF WATERLINE ELEV.S3o.65 �° I \ . VARIABLE WIDTH WATERLINE EASEMENT FOR RIVANNA WATER AND SEWER / J nay AUTHORITY / S \ / DB 1446 PG 125 EXISTING LOT LINE TO / I V BE VACATED WITH THE _ SUBDIVISION PLATTING \ \ \ OF THE PROPERTY ACCUM - / TEMPORARY \ EXIST( G CURB INLET O BE I \ \ C� Q X - REMOVED AND EXISTING PIPE TO BE CONSTRUCTION I J` AC UMARK TEST HOLE #z g i ABANDONED IN PLACE WITH THE USE �520 / EASEMENT \ TOP OF WATERLINE w / \ OFFLOWABLEFILL- SEEVSMP,ESC / DBt439PGig6 DEPTH=11.38' Q / VARIABLE PHAS S F R TIMING / \ Q � � _ EASEME6 - VARIABLE WIDTH WATERLINE M / j WATER AND EASEMENT FOR RIVANNA _ -' DB i s�O \SZ2 BENCHMARK\ WATER AND SEWER — — _- AUTHORITY TOP OF DROP INLET s�o — DB 1446 PG 125 S24 - - � ELEV=5i4.o8 � c ' C _ — --- -- Wes- 1) During demolition and/or construction, the following fire prevention steps are required: a) Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas shall be designated with no smoking TH 0 signs per Virginia Statewide Fire Prevention Code. b) Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. O �� c) Perthe Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, including access to within ioo ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; \ _ SCOTT R. LLINSZ this access maybe via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. \ \ ` \ \ \ v U No. 35791 d) Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code. - _ A v e) An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. � -,� \ � 10 ,pow 01/09/23 �4, f) Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code. \ t g) Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have \ SSIONAL EZyG accumulated, in every storage and construction shed and in areas of special; hazards, such as where flammable and combustible liquids are stored or used, in _ accordance with the Virginia Statewide Fire Code. h) Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall require a permit from the \' Albemarle County Fire Marshal's Office. �x \ \ 45-72 / \ v z WATER & \ f RTHORITY / I w f O :RURAL TMP45-71 / \ D > v PG.a77 R�ANNA WATER & /I I j TMP 45-69131 I U U U) SEWER AURTHORITY \ / HUNTER W. WOOD IA w o (ZONING: RURAL / REVOCABLE x DB.768, PG.277 \ / \ / / TRUSTZONING: RURAL \ I Z o 2: z Z / x Doz PG. 8 - a m a B. — — > k-------x---- x—x—xJ _ �_ — >—� �� W 20 _-. 0 O Cj cn �— C5 z W Lu �[ z W _530° STAT€ ROUTE H o in (° o _ Ln a o 0 � a -S32° 27' zg.61" z 3z' L W�/ w z L— li a — — — J N° 43' a7.76' E zi7.85' 5vo z Lu S32° 27' zg.6i E ' — / / _ — �— / _ w 04.76"E 88.86' > — � 5'WATERLINEEASEMENT N47° 06' 0479'E 5551' / FORTMP 45-68D (SERIES) DB. 430, PG. 406 / / EXISTING GRAVEL "> � TMP 8E _ DRIVEWAY TO BE / 13 / // / / VITORIAN HEIGHTS LLC REMOVED. WATERLINE EASEMENT / /c�'° �ti0 ZONING: R15/ TMP45-68D1 FOR CITY OF / 3 y / 6 / DB•56�, �357 Sy° COMMONWEALTH OF CHARLOTTESVILLE /� �3� q Z / DB�Sz45, PG.391 / i N N on / VIRGfNIA VDOT RIGHT OF w N N N DB388PG66 / / / hti y/ °1779, PG•39g o / WAYS€CTION o N / / / / �yti w / DB-1446, PI w. ---ZONING: C1 40 WOODEDAREAWITHA _� z•z3YACREs r 1Z COMMERCIAL / MIXTURE OF DECIDUOUS AND / Q DB?f54, PG.514 T #z / / / VERCGREEN TREES m� WATERLINE / / / / / / z8.73 00 LO - - CID I WATERLINES U N / / / yti� / / / / 00 ED ARE -ALONG / � 'LINE EASEMENT / / / _ / - 530 / -- � /'Sti'* z� � � � / LIMITS OF � / N -MANAGED STEEP SLOPES ON THE / i5y 51°� °8 - EXISTING ONCRETE FLUME TO BE / Cy') - SITE i / / � -5 -DEMOLISHED. EXISTING PIPE TO BE z -506 ABANDONED IN PLACE WITH THE USE / / z Q -OF FLOWABLE FILL i N VARIABLE WIDTH DRAINAGE / J i 504 I i � / / / - O Q d EASEMENT FOR PUBLIC USE / �� _ 501-—�5p0=6 / j49° / N iT HOLE #ik SzO ' / / DB.2446, P. tz5 i / j �49 4g4 VATERLINE TO BE EXTINGUISHED) / 2 EPTH-6.1T ( 49 (,9° N8a 6 . 8i+ zt / ; _O XISTING HEADWALL TO BE / / / / / 82 REMOVED. EXISTING PIPE TO REMAIN. _ I� TERLINE DOGHOUSE MANHOLE PROPOSED / / / o J O 'ANNA WITH THIS DEVELOPMENT. Fcf — J Saz zi o . JTHORITY --� VARIABLE WIDTH DRAINAGE / - - - - _ - EASEMENT FOR PUBLIC USE - - 5 _ - - 4 _ — DB. s446, P. tz5 c (TO BE EXTINGUISHED) - - - - - N W z L1J �� 8 - �� - - o 9$ Soo_ 0 s A z It 9° — — ��—LU _ JV ���. .., .. _ �- hti6�-------------- ---- -- --- - _ - U) /-- WAL-MA TSTORj y - - - 15" RCP -- - - - - - - BENCHMARK \/ j /� i / /i #1 8o \ I / //I/�/, O TOP OF DROP INLET TMP r,5 68� i �i X x'x ZONIN : H�II��I W NOTE: FIRE HYDRANT — — AMATO SA R P / DB.1881, G.1�a� LU �r ELEV=503.67 �D 9 ; // / �— 1 — — — TO _ — — — A - BE ADJUSTED SEE GRADING PLAN - --- -- — Q TORUSTEBS W I �� - BE ADJUSTED TO FINAL �x x x_ — Z D, _ �\ G EAS N -- -- --- FORELEVATIONS — — / X_x \ 0.533� P 6 �� �� ��� F � t — — LIMITS OF EXISTING�CURB %TMP - - ��x = _ \ )� I i �� I�I / 45 68Co \ _ V AND CONCRETE SIDEWALK TO CHARLOTTESVILLE� I LU W BE REMOVED FOR NEW — ENTRANCE ATBERKMAR REALTY CORP j ZONING: �� DRIVE PG.1 6 A / Q DB.1 — — 439, 9 I / / / - x_x �vv l / �/ �/ S \ O x x—x NOTES: I N TMP 45-68C1 I I \ / 1. D.B. 534, PG. 154 (1973) SHOWS ADJACENT LANDOWNERS GRANTING A 40' RIGHT-OF-WAY ACROSS WOODBURN ROAD. THE LANDOWNER OF MALLOY FORD�� TMP 45-68C2 DID NOT SIGN THIS OMNIBUS DEED. THEREFORE THE PROPERTY LINE IS SHOWN TO THE CENTERLINE OF WOODBURN ROAD PER I I ZONING: HC I / D.B. 478, PG. 526, A PRESCRIPTIVE EASEMENT 25' SOUTH OF CENTERLINE OF WOODBURN IS SHOWN HEREON. DB.4863, PG.461 1\ \ I \ \ \ \ I i : z. THE BOUNDARY SURVEY SHOWN HEREON IS BASED ON FIELD RUN SURVEY BY TIMMONS GROUP COMPLETED ON SEPTEMBER 28, 2021. BOUNDARY BASED UPON FOUND MONUMENTATION AND EVIDENCE RECOVERED FROM THE LAND RECORDS OF THE CLERK'S OFFICE OF F- I � 1 � W \� v GRAPHIC SCAL� `I 30 0 15 30 60/ / 12 O1 \ \ \ \ \ IN F EE 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' 1 24'17" S41 °3049"W 141.10' C6 2760.66' 435.08' 217.99' 9°0148" S36°5158"W 434.63' ALBEMARLE COUNTY, VA. p w 3. BASIS OF MERIDIAN IS NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. a U) 4. UNDERGROUND WATERLINES SHOWN ON THIS SHEET WERE FIELD LOCATED FROM MARKS BASED UPON MISS UTILITY (811) TICKET NO: JOB No. B1267013i6. 202196 5. TEST PITS PERFORMED BY FORESIGHT SURVEY, PC ON DECEMBER z, 2022. 6. THE PROPERTIES SHOWN HEREON ARE WITHIN AN AIRPORT IMPACT OVERLAY AREA. SCALE 7. THE PROPERTIES SHOWN HEREON ARE WITHIN A WATER SUPPLY PROTECTION AREA PER COUNTY GIS. 1 - 3O 8. THE PROPERTIES SHOWN HEREON ARE NOT LOCATED WITHIN AN AGRICULTURAL -FOREST DISTRICT. SHEET No. THE PROPERTIES SHOWN HEREON ARE NOT WITHIN AN ENTRANCE CORRIDOR OVERLAY AREA \ \ I inch = ft. I I 9• 2 -D-I n_ _ Iz _ — m — ---- U) ------ 2 T DISTANCE=39° — — — — — — — SIGN----- NO PARKING SIGN LEGEND FOR LAYOUT PLAN NOTE: PAVING LEGEND 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL SURVEY ALL EXISTING ASPHALT TH OF SEE SHEET 6 FOR DETAILS AND SECTIONS AND CONCRETE CURB/SIDEWALKS ATTHE CONNECTIONS POINTS, ENTRANCES, AND TIE-IN CONNECTIONS WITH NEW CONSTRUCTION TO = ALLEY ROADWAY PAVING = PUBLIC ROADWAY WIDENING (BERKMAR DRIVE AND WOODBURN ROAD) = AREAS OF MILL & OVERLAY TMP 45-72 R/VANNA -WATER --& ENSURE THE TIE-IN CONNECTIONS MEET DESIGN AND ADA REQUIREMENTS. CONTRACTOR TO PROVIDE THE EXISTING CONDITION INFORMATION TO THE DESIGN ENGINEER PRIOR TO INSTALLING ANY FINAL CURBING, CONCRETE, OR ASPHALT SO THE DESIGN ENGINEER CAN REVIEW AND APPROVE THE STAKE -OUT MAPPING OR INSPECT THE CONCRETE FORMS IN THE FIELD PRIOR TO CONSTRUCTION. SCOTT R. LINS_Z 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR C) No. 35791 DISCREPANCIES. 3. Qz REPRESENTS ONE PROPOSED PARKING SPACE. 01/09/23 c` 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". �sSIONAL 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. E�Gl 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO 9FRVICF THE AIIIACFNT PROPFRTIFG THRCH IrHnl IT CCINGTRI ICTInN ANn I IPoN CCIMPI FTION OF THE PPOIFCT TO THE Ft II I FST FXTFNT HINES,MZELDA7MAE OR = ASPHALT TRAIL 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. z 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL J WILLE LEE HINES / TMP 45-71 BE SCREENED FROM THE ENTRANCE CORRIDOR. o DB. f056, PC. 607 =ASPHALT DRIVEWAY RIVANNA WATER & io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE HOA. NO PUBLIC AGENCY INCLUDING VDOTAND THE COUNTY OF TMP 45-74A I SEWER AUTHORITY ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE DEVELOPMENT. o WEBER, LEWIS A = D.B. 768, PC. 277 ii. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS = AREAS OF DRY ROLLTOP CURB LIVING TRUST I IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. = OPEN SPACE AREA 1z. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. H ° 13. IF THE EXISTING RWSA WATERLINES REQUIRE REPLACEMENT OR MAINTENANCE, THE PLAYGROUND EQUIPMENT AND TOT LOT FENCING z c / MAYBE REMOVED BY RWSA. REPLACEMENT OR RE -INSTALLING OF THE TOT LOT EQUIPMENT AND FENCING WILL BE THE RESPONSIBILITY °= / 3 / NOTE: OVERLAY MAY HAVE TO CONTINUE TMP 45-68C2 OF THE HOA. z LU O OVER THE ENTIRE ROADWAY AT CERTAIN .. U — / �.710 A� / TMP 45-68E / I ou U _ — APPROX 2.211 AC TMP 45-69B1 W/� w � 3 _ EXPANSION TO ENURE POSITVE WOOD, HUNTER W YI & PLANTING STRIP DRAINAGE DOWN WOODBURN LANE _ (APPROX) REVOCABLE TRUST = z a i o PROPOSED 5' CONCRETE x l D.B. 5302, PC. 48 r z 0 � z z s --- PROPOSED VDOT STD. CG-6 CURB -PROPOSED RIGHT OF WAY SIDEWALK (TYPJ / x / - 'PLANTING STRIP Z W LU m 3 I 1 DEDICATION TO ALBEMARLE O Ix x SEE DETAIL ON SHEET 6 I m U o r COUNTY - - - - n—x-x--x--x-x-x-x-x x x N47*21'11.59'E 43.92' x --- — _ — — O o Q _F 6' PLANTING STRIP �: -n " - -- x� x ____ x _ _ - - - PROPOSED 5' CONCRETE m w }tn 3 1z' GATE ENTRANCE TO ALLOW OD-� Nyg°yg LARGE CONSTRUCTION k� x-x- _ - - - SIDEWALK 0 z U U a 5'CONC.SIDEWALK -- /D 338zE359, x x-x-x-x _ WOODBURN ROAD z o z w r'1 49' VEHICLE ENTRY INTO OPEN SPACE- _ _ _ PROPOSED RIGHT OF WAY PROPOSED VDOT STD. SEE DETAIL ON SHEET 6 -I NCE=390 w 5' MIN. FRONT SETBACK _ _ iY zo (TYP' &FENCE POSTS MUST STRADDLE THE 5320 2]' 29.6i� DEDICATION TO ALBEMARLE WP-z PAVEMENT WIDENING_ STATE ROUTE 659 = T p(STA _ — ICI O Q 0 N WATERLINE. NO POSTS CAN BE DRILLED o COUNTY MILL & OVERLAY (TYP.) > j Q c m - - A UTILITY. S32 27 z9.61"E 4.90' R/W w m w� 0 2 OVE R ANY RWS 4O --- - g `n PROPOSED VDOT W 0 0 m 20' 20' -- _ �m N- �- T- o %Q 1�. — STD. CG-6CURB z oc w .....5 MIN. FRONT SETBACK___ -_ m - - _ ti _ o - — — — _ - 6'Xg.S' PORCH 3� 20' __ _ — — 25' M X SETB1 - - — — — i6 16' o Lu ., 16' T 16 — _ T — Q I 21 ----- 20 �4 5' MIN. FRONT SETBACK 2 w 2 0 o' 4 MP 45-80 LOT 2 LOT 5 - - - - - m STREET SIGN(TYP.) \pI - az'Xzo' 3* LOT I _ _ _ - - - 16' S I 1 1 I 1 D I i VDOT STD R1a S` OP SIGN (TYPJ 2 M SETBACK aiXz LOT 6 -I I- 4 7� 20 6'--16' I PROPOSED VDOT STD. CG-6CURB - - - - (MIN.) o' , . SIDE SETBACK I c RIDGEWOOD HOTEL & 4* � W - PROPOSED FENCE - 2 - - 6 t= N a MANOR LP �n1 GARAGE (MIN.) z'xzo' 2rx — — O 5 WITH GATE PROPOSED VDOT r_ -- 4— S w I m o ZONING: R6 GARAGE (MIN.) aYXzo 30' u'Xzo' I LOT 7 I LLI I-6'Xg.S' PORCH - - I - . w V STD. CG-6 CURB I � I v F +` � � -� GARAG (MIND (MIN.) (MIN.) az'Xzo' I I 01 (NP') 25'MAX W ` TOT LOT v N N N 6'X -PRO OSED 1 GARAGE LOT 8 LOT — :. N 9.5' PORCH - - �'- OT O I LOT 34 D.B. 5163, PC. 405 � GARAG GARAGE (MIN.) I 9 N W ou ETBgCK N— — — � I s � I z ' L T 33 I SIDE SETBACK o V L LOT 2 I az'Xzo' 5 (MIN) in - _ , 5 SIDESETBACK ( ACCE55ESMT I I LOT28 I LOT o 3 a2')l 12' GARAGE (L)T io LOT — "' ^! 5'SIDE SETBACK I r' --- -- z5'MAX SET ACK— -- EIP EIP. I �9 3 * 31* az'X2o' (MIN.) GARIAGE \ o 2o' REAR SETBACK * GARAGE ' aYX:o' LOT 11 -�� LOT-` I N LOT z6 LOT 2] I 1' I aiXzo' ai Xzo aiXzo' (MIN.) GARAGE I i0 co iz LOT " - _ I 3 MIN.) aa'xxu' _ 41 MIN.) az'xzo' LOT LOT LOT LOT LOT 2z'X20' ( MIN.) (MIN) AR ^ o _ (TYP.) GARAGE (MIN.) 1zXzo' 13*� �4* 1 16 9 LOT zo 3 L 2 (MIN.) AR ARA 2o'REAR SETBACK o 1 LOT1 LOT OT zYXzo' I 1$' I I (MIND zz Xzo az Xzo' S LOT i7 LOT 18 21 22 * 2 * 24 5 (MIN.) GARIAGE I I CES ESM I GARAGE A i ` i 1 20' Z W ARAGE (MIN. ) az' 15' ® az'X2o' ai Xzo' az'Xzo' az'Xzo' GARAGE I ICI 24 (MIN 2�'X zo' Xzo' a2'X zo' z2'Xzo' II a az'Xz aiXzo' (MIN.) (MIN.) aiXzo' (MIN.) (MIN.) I ' N N M IN.) °' I (MIN.) (MIN.) C I 5'SIDESETBACKI 12 p: (TYP.J SIGHT DI OF ROAD) (MIN.) ` , ` GARAGE GARAGE (MIN. 116 - - $ 2p,' W T I I -GARAGE GARAGE ) ARAGE ARAGE I I FIC FI - - :181 GARAGE GARAGE 1 7 GARAG ARAGE GARAGE( I STREET SIGN (TYPJ (*). VDOT STD R1a STOP SIGN (TYP.) 20 _ N r4 � LOCATION OF - � _ z + 3 _ - - - ' � _ PROPOSED VDOT STD. CG-6CURB �p ,� o 3 0o iz' I I 18' I I z -> � - i6' i6' INTER -PARCEL CONNECTION - (TYP. Z - - zo' REAR SETBACK _ � ` TYP. zo' REAR SETBACK — a 12 ip I _ = 26` 16' o (5o'GRADING & ACCESS ESMT) 300'fl _.._` 1'. - *� -. I ( ) } * - _ 0-25. --- - 1g+66 c _ N a 20' _ _ � PROPOSED ROLLTOP FOR TMP 45-80 SEE DETDRY AILONN \to 16 16� lfi' 16' 2O' .+ 2 �. _ L 2 20 , 1 v W -- 16' - - -� - - _ 4 I N..FOR DRIVEWAY - — — — / , zo 3 ] ti -- ^' N— -- 1 LENGTH OF I -�/ r - - EAR 4 ry ---- 1 +oo - - _ 13 ' ACCESS (TYPJ ui TRANSITION FROM ROLLTOP o - _ CURB TO CG-6CURB N SE AC — "' 3oo'Ry _ _ _ STAN 2s+oo ZSo�R - 3oo'R n DEAD END AT ALLEY T SEE DETAIL oN SHEET 6 j ro - �- 1 + - 17+01 DRY ROLLTOP CURB „ 1 LOCATION OF TMP 45-68D1 (6' MIN. TRANSITION LENGTH) 5 00 16+00 — - l �— c SEE DETAIL ON SHEET6 I � � PIERS LANE +-- - 500'R OP SP,4CEB � PROPOSED ROLLTOP —SEE DETAIL ON SHEET6 � - INTER -PARCEL COMMONWEALTH - FOR DRIVEWAY ACCESS (TYP.)_ _ _ - - - - - - - Y - CONNECTION OF VIRC/NIA (z8' PRIVATE ACCESS EASEMENT) RECREATIONAL ®(T ') ® Sz, (28'ACCESS ESMT/ VDOT RIGHT OF NO PARKING SIGNS I - - - - - - - _ _ - SPACED 150' ON d ® zo' REAR SETBACK SEE DETAIL ON SHEET 6 - - zo REAR 9I ® AREA = o.1u AC Z - ® 40' GRADING ESMT) WAY SECTION j� o CENTER (TYPJ ® ® -N0 PARKING SIGNS- ® SETBACK ai Xzo' N aX zo'I Iaz zo® ® ® ® ® ® SPACED 15o'ON �- - - _ Z-. - - - - - - - o (MIN (MIN.) I z zO zi zo' ® CENTER(fYPJ (TYP PROPOSEDzB' - - } ® ® zol ® I MING 'll I FOR TMP COMMERCIAL 3 GARAGE I IGARA I I I (MIN.) 1 (MIN. I zz zo' az ® ® ) g ® ® .+ ~ YP. ® 12 zo I a MIND II 1 GARAGE(, GARA i X ( I DB.1754, C� ( I GARAG � COMMERC/AL � SIDESETBACK a2 Xzo' I I I az zo' ® } I ® zo az'Xzo' 5' I GE 11z'X zo GARAGE ) I I I (MIN.) (MIN.) ® ® ® ®� ACCESS ESMT ® ® z3.5' az z. I I (MIN.) ( 1 I,� I VAR. WIDTH WALL �az'X zo' GARAGE az zo az zo' ® `+ • ® ® ® a( Xzo 1 I I ai Xzo I 1 (MINJ I (MIN.) I I zz Xzo'1 (GARAG I I I I aYXzo' ® I 12. ® ® a2 zo az zo a zo a2 zo I (MIN.) I IGARAGEI GARAGEli Xzo II MIN.) 1 I (GARAGE RAGE--- I ACCESS ESMT. PC.514 No ___LGARAGEI I (MIN.) ) 1az'Xzo� EI (GARAGE GARAGE I (MINJ (MIN I I az zo • 3' 1 I (MINJ 1 I ( t___-J� nl 1___ LARAGEiGA_RIAGE I (MIN.) I (MIN.) I IaiXzo i'X2o' )GARAGEIGARAGEI (MIN.) I a2 zo z zo az z) I Izz zo az z) 1 MIN.) I(MIN.) (MIN.) (MIN.) GARAGE z'Xzol az'Xzo'�1 I 1 (MINJ I n GARAGE I I ARAGE GARAGEL I I n -�----1-___ LGARAGLGARAG J___ I A IN.) I j (MIN.) IaMWo I I 'iVXzo'1GARAGEI ,� IGARAGEI (MIN.) 1213' (MIN.) I GARAGE; IIGARIAGE ARIAGE j 1 jGARAGE ARAGE 1 1 jGARAGE� (GARAGE �ii Xzo' 1 I MINJ 1 (MIN.) 1 1 _-L___ TRANSITION FROM ROLLTOP CURB TO I E _ "B�iJILDING # 1 o 1G_RA�,t<I___1___ GARAGE(() I (MIN. 1 j az Xzo az Xzoh )GARAGE ,I ARAGE 1 �zz Xzo' aiXzo wiz Xzo' zz'Xzo" 1ai Xzo' (MINJ 1 I RAGLGARAGJ_co - „`^� �I CG-6 CURB AT DRAINAGE INLET 1 I L--_LARAGEJ__ L_ j-GgRAGEI (MIN.) (MIN.) Izz'Xzo l �zz Xzo �az'Xzo'Iai Xzo' (MIN.) ((MIN.) 1 1 (MIN.) j(MIN.) j ((MINJ _ IGARAGEy__-I- 1 UNITS 3 1 I I ) 5'SIDE SETBACK > 3 (6' MIN. TRANSITION LENGTH) I I 1 1 I 1 (MW.) - 'I 1 (MWJ 1 1 (M1NJ 1 (MIN.) 1 1 1 1 1 1 ^ - -I- 1 1 I c 1RAGE GARAGE I J__-1-__LARAGEl.,ARAG___SaARAGEJ__-- Q4 I 1 I o I I I----1-----I_ GARAGE`__LARAGE�___LARAGEyARAGEJ___L_-_LARAGEyGARAGE 1 1 1 1 1 \ SEE DETAIL ON SHEET6 1 I 1 I - • - 1 1 1 BUILD�NG #2 NO PARKING SIGNS 1 1 11 11 11 (V 1 I I 1 TRANSITION FROM ROLLTOP CURB TO SPACED 1 o ON 11 FRONT SETBACK I I `^ I 1 I I I 1 SIDE SETBACK ^` • • 5' SIDE SETBACK 1 16 UNITS 5 0' v zo'X6' CONCRETE PAD FOR MAILBOXES I I 1 1 I I I 5 I 1 CG-6 CURB AT DRAINAGE INLET CENTER (TYPJ I 5 C4 J z1.6 r3UILDING #1 35 I o I I I 1 I I LOT ••• 11 11 I (6' MIN. TRANSITION LENGTH)I I I I I I 1 1 1 SEE DETAIL ON SHEET 6 I I I N 24 UNITS I 1 I 27• — WAI T -- PROPOSED VDOT ... ' � `. c .. � .. , .. � .... �, " ' ..�.. �. . � _ - - - - _ , , , , , , , , - - _ - _ _ __ - - - - - - - - - - -- 12� - _ - , I +. I I o ........ - - \ STD. CG-6 CURB , , o p , , , .. _ . - 20 .... , .. - - 21$' ...... .. , . > . _ . ' o , _ . ,,, - ,. .,.. � .,. _. ..-.- ,:4> � 8 I W +- _ . 5 FRONT SETBACK :. .. .. .�.. <:.'..:�. � ;;. �. ..-:. .`� `- � rr ,. .. •. -,. �. ,WALL WAL1.P � N PROPOSED VDOT STD CG 6CURB ...... — 4 '" { SEE DETAIL ON SHEET 6 , , , , , , , , , , , , ,, , ,, , , , , , , , ...... , , .. , ......... .... , , 4 . , , , , , , , r ' FRONT SETBACK .. '. W 42g1 = o . , M / Lu PROPOSED z8 , .. , ... • .. . . . . .... . .. . . , , , ' , ` ' , , • ..... , ... EX. ALBEMARLE COUNTY . ' , , , ` , , , , , 5 , a° 111 0 - - _ __ J ACCESS ESMT I I ........................................... NTO ALBEMARLE ......... .,., -,,... .,.., • ^ 5 - _ J y ........., DEDICATION CAT ... .,..,. - _ 4 ` ' 4 ` ' 4 ` ' PROP ` ' , . , .. ,PROPOSED 5 CONCRETE 4 ......................... ` ' COUNTYEO . , , . , ........ , ..... ... . , .. , 5 WIDE RETE ® n RIGHT OF WAY , . LE MANAGED SLOPES , , PROPOSED CO \ , , , , , , , , ,, , , , , ,,1=N.5PpCE ii ... .. , ...... 4 SIDEWALK (TYP.)N - _ / c I SIDEWALK W/STAIRS(TYPJ........................ .ASPHALT TRAIL C _ Q OPEN SPACE C • • ` • • ` • • • • .. • .... , , , , RECREATIONAL • ` • • • • • • • .... • .... . , , , HEIGHTS SEE DETAIL SHEET 6 _ _ _ i .... • • ` • ` • ` • • ` • • • • • , , ;y •SEE DETAIL ON SHEET 6 _ RECREATIONAL ::. .::. . ..::....................... .................... _ . (WALLADESIGNGRADING BY OTHERS) IG — _ _ — _ — , _ — LLI Z AREA=o.o42AC :::::::::::`............ . ...... , • , 3' PLANTING STRIP' ` ` �I • AREA a�ii3/iC VDOT STD. . 6 CG-12 TYPE B .. . .. . .. . . . ................. . . . .. . .., . , • ` • • PROPOSED 'CONCRETE ` ' =-{`�' ` • • • . . C, _ _ • . . . 1 ................ 5 .n ,. _ _ c . , . . . STREET SIGN (TYP.) , • , 'SIDEWALK (TYP.) ..... -6 CU - -- - - - _ _ - - - - - - - F)C , F/C SEE DETAIL ON SHEET6, . , EE DE �- _ _ TMP 45 a� VDOT STD k • • • • . • . , , , , --- U PROPOSED VDOT STD. CG RB SEE DETAIL ON SHEET 6 _ - - - - - - - FAIL Z STOP SIGN (TYP.) - __-_ - - _ - - Q nVDOTSTD. , 1 ` - - _ - _ - - _ - - - - _ BUS/NSTORES = a¢ . . . = CG-1z /F O r (TYPE B) __ - _ ---o ----- _ 5'WIDE SIGHTDISTANCE-39o' _ - CROSSWALK 12 S42 12' 57.15"W 200.00' - - _ - _ - - - - _ _ - - - - - - - C2 ---- BERKMAR DRIVE -------- ---—_ _____-- Y I --I 2oo' RIGHT TURN LANE TAPER — TMP 45-68 W J _ _ _ _ — AMATO, SANDRA P; CHR/STOPHER B -' T o _ — — — CLEASON & HUNTER W WOOD, {\ w y m------------------ — _— m — — STATE ROUTE 1403 — — — — — — a+ ------------ -------- -- TRUSTEES � + E ------------------- 50'PUBLICR/W 12' — — x—x—x—x—x--x _ x D.B. 5376, PC. 608 \ 7 0 -- m-- Z _ o ------ _ m _------ -PROPOSED MILL ---------- _ — — — — X�x�x _ z v & OVERLAY PER VDOT m STD.WP-zPAVEMENTWIDEN(NG - - x_x-x- w m - - - — — — x DISTANCE TO NEAREST DISTANCE TO NEAREST NOTE: (*) DENOTES AFFORDABLE DWELLING UNIT. A TOTAL OF 8 ARE REQUIRED FOR THE PROJECT FOR THE INTERSECTION=2,145' INTERSECTION=i,46o' WOODBROOK DRIVE (HILTON HEIGHTS PROPOSED BONUS DENSITY INCREASE AND A TOTAL _ OF 8 AFFORDABLE UNITS HAVE BEEN PROVIDED. ROAD) TMP 45-68C I — CHARLOTTESVILLE NOTE, THE AFFORDABLE UNITS SHALL COMPLY WITH REALTY CORP THE STANDARDS LISTED UNDER 28-2.4.5(b) OF THE / D.B. 1439, PC. 196 ALBEMARLE COUNTY ZONING ORDINANCE. ------- — — — — — — VDOT STD RIaii,,'u - - - — — — — — — — — D STOP SIGN (TYP.) — — — — — i VDOT STD. ---------- 12 CG-12 ------- r (TYPE B) _ — — — — .5 WIDE _ ° 39m IGH�p15tANCE-------------- --- --- ------_ �o� —I - m _------ PROPOSED MILL _ - -0& OVERLAY PER VDOT m P-z STD. WPAVEMENT WIDE --____ -_ _ ---------------- m DISTANCE TO NEAREST DISTANCE TO INTERSECTION = 2,145' INTERSECTIO TMP 45-68C1 WOODBROOK DRIVE (HILTON H MALLOY PROPERTIES ROAI IG G 111 LLC — TMP 45-4,1711,9nk LOT AREA TABULATION LOTNUMBER LOTAREA(SF) BUILDABLE AREA (SF) LOTNUMBER LOTAREA(SF) BUILDABLE AREA (SF) 1 2622 1681 19 2331 1346 2 1829 1410 20 1711 1210 3 1361 1035 21 1357 958 4 1401 1000 22 1355 955 5 1743 1243 23 1356 956 6 1750 1250 24 1440 1019 7 1785 1283 25 1479 1080 8 1837 1333 26 1862 1363 9 2952 1813 27 4308 1718 10 3029 1891 28 3767 1346 11 1954 1454 29 1420 1020 12 1556 1156 30 1413 1013 13 1550 1150 31 1407 1007 14 1544 1144 32 1401 1001 15 1538 1138 33 1742 1242 16 1532 1 1132 1 34 1 2776 1 1576 17 1904 1 1403 1 35 1 75534 1 47146 18 2375 1 1439 LU I z Lu O z w _ F N z cn U J J I NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED I —I o WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. j > o LLI GRAPHIC SCALE < a 30 0 15 30 60 120 < j / r1 �J y J All 1 x ( IN FEET ) N 1 inch = 30 it." - Io c I � F CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C4 2760.66' 40.23' 20.1 V 0'50106" S41 o4754"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' H 0 w a ul JOB NO. 202196 SCALE 111 = 301 SHEET NO. 3 TMP 45-80 RIDGEWOOD MOTEL & MANOR LP ZONING. R6 D.B. 5163, PC. 405 OPEN SPACE C (0.042 ACRES) TMP 45-74A WEBER, LEWIS A LIVING TRUST I EASEMENT PLAT LEGEND VARIABLE WIDTH ACSA UTILITY EASEMENT �iTH Q� VARIABLE WIDTH PRIVATE ACCESS EASEMENT OSCOTT R. LINSZ / III=III=III=11 VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT U No. 35791 r� 01/09/23 / / ® 20' PUBLIC DRAINAGE EASEMENT o� / TMP 45-72 sSIONAL R/VANNA WATER & / io' PRIVATE DRAINAGE EASEMENT SEWER AUTHORITY ® zo' PRIVATE DRAINAGE EASEMENT TMP 45-73 D.B. 768, PC. 277 NINESZELDA NNE OR VARIABLE WIDTH SWM FACILITYACCESS & , / TMP 45-71 MAINTENANCE EASEMENT DB. / l RIVANNA WATER & 1 LEE NINES056, PC. 607 SEWER AUTHORITY D.B. 768, PC. 277 LLLLLLLLLLL VARIABLE WIDTH RWSA UTILITY EASEMENT LLLLLLL VARIABLE WIDTH WALL& MAINTENANCE / 1-L4- 1 EASEMENT L DEDIOCATION / TMP 45-68C2 / PROPOSED VDOT RIGHT OF WAY DEDICATION z w (DE34 ACRES) / 2.710 AC TMP 45-68E (o.4z ACRES) o u c — (APPROX / 2.211 AC TNP 45-T9B1 w m 1 ) WOOD, HUNTER W PROPOSED OPEN SPACE PARCELS (n u u _ I (APPROX) REVOCABLE TRUST (1.314ACRES) Z o < z — - - I D.B. 5302, PC. 48 w w E-J x—x— xi VARIABLE WIDTH SIGHT DISTANCE EASEMENT O x¢ o —x—x—x—x—x— ` — — — x—xLn O U _ xJ — — ~ - X_ x x u Z O Z L x x x- _ - - WOODBURN ROADLU STATE ROUTE 659 — ------------- 40'R/W — W w OP CD a _ F Lu �— --- ------z w [ — — — I — - LOT LOT z LOT LOT 3 - LOT 6 4 hzK<Xr <Xf�<�f� CE B l I LOT to �C<ES) I � I ! 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I 3A NOTES: 1. PROPOSED STORM SEWER SHOWN IS HDPE EXCEPT AS NOTED OTHERWISE. THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEUOF THE HDPE FROM THEIR APPROVED LIST / PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT STANDARDS. ANY PIPE MAT RIAL PROPOSED AS CL. IV RCP SHALL NOT BE / SUBSTITUTED WITH ANOTHER PIPE MATERIAL. 2. ALL TOWNHOUSE UNITS AND CONDOMINIUM B ILDINGS SHALL HAVE ROOF DRAIN SYSTEMS THAT WILL COLLECT THE RUN-OFF AND CHAN EL IT FROM THE ROOFS TO THE PROPOSED I DRAINAGE SYSTEM RELOCATED 2" SERVICE LINE 3. ALL PUBLIC WATER AND SEWER FACILITIES S ALL BE DEDICATED TO THE ALBEMARLE COUNTY TO ADJACENT PROPERTY. / SERVICE AUTHORITY. CONTRACTOR SHALL COORDINATE 4 ALL PUBLIC WATERLINE EASEMENTS SHAL BE PLATTED PRIOR TO FINAL SITE PLAN APPROVAL THE RELOCATION WITH THE PROPERTY 5. CONTRACTOR SHALL VERIFY ALL EXISTIN UTILITIES ON THE SITE AND NOTIFY DESIGN ENGINEER OWNER TO MINIMIZE THE DISRUPTION OF ANY DISCREPANCIES OR DEVIATIONS F OM THE UTILITY PLAN PRIOR TO INSTALLATION OF IN SERVICE THE UTILITIES. CONTRACTOR SHALL ALS VERIFY ELEVATIONS OF EXISTING UTILITIES AND TMP 45-73 DRAINAGE STRUCTURES AND NOTIFY TH DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO HINES, ZELDA MAE OR THE START OF THE UTILITY INSTALLATIO VILLE LEE HINES DB. 1056, PG. 607 / TMP 45-74A I l WEBER, LEWIS A LIVING TRUST VARIABLE WIDTH ---- RWSA UTILITY / NOTE: CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 30" WATERLINE DURING CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 30" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVES. THE 30"x8" TAPPING SLEEVES AND VALVES SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 3o"x8" TAPPING SLEEVES AND VALVES, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVES AND ALLOWED TO SET PRIOR TO MAKING THE TAP AND ALLOWED TO CURE FOR A MINIMUM OF 24 HOURS PRIOR TO CONDUCTING THE TAP. NO PERMANENT CONNECTIONS TO POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON THIS SHEET. TMP 45-72 RIVANNA WATER & RWSA NOTES: z. A MINIMUM OF 3 DAYS NOTICE SHALL BE PROVIDED TO THE RWSA INSPECTORS TO BE ONSITE FOR GRADING AROUND THE RWSA WATERLINES. 2. THE FENCE GATE ALONG WOODBURN ROAD SHALL BE A MINIMUM OF 12' WIDE TO ALLOW RWSA VEHICLES AND LARGE EXCAVATORS TO ENTER THE OPEN SPACE AREA. 3. NO POSTS FOR THE FENCE CAN BE DRILLED OVER ANY RWSA UTILITY. ARRANGE FENCING SO THAT IT STRADDLES THE WATERLINE. SERER AUTHORITY D.B. 768 PC. 277 PROPOSED 8" SANITARY SEWER TO BE DUCTILE IRON PIPE FROM STIR. S12 TO STIR. S11. PROPOSED So LF OF 1TMP 45-71 6" WELDED RIVANNA WATER & STEEL BAND CASING MIN. 0.25" THICK WITH END SEWER AUTHORITY CAPS AND SPACERS SHALL BE AROUND THE SS D.B. 768, PG. 277 FOR THE LENGTH OF PIPE CROSSING THE W/L EASEMENT IN ACCORDANCE WITH DETAIL TD 6 CASING TO BE INSTALLED BY BORE NOTE: TESTS PITS HAVE BEEN PERFORMED ON THE EXISTING RWSA WATERLINES, SEE EXISTING CONDITIONS SHEET. ADDITIONAL TEST PITS SHALL BE PERFORMED FOR ALL THE CROSSINGS PRIOR TO THE CONTRACTOR ORDERING MATERIALS. AN INSPECTOR SHALL BE ON SITE FOR ALL TEST PITS PERFORMED. CONTRACTOR TO PROVIDE COLLINS ENGINEERING WITH TEST PIT RESULTS TO VERIFY PROPOSED CROSSINGS AND EXISTING WATERLINE DEPTH PRIOR TO ORDERING MATERIALS FOR UTILITY CONSTRUCTION. GRAPHIC SCALE 15 30 60 120 ( IN FEET ) 1 inch = 30 It G, 11 SCOTT R. LINS'Z No. 35791 01/09/23 EASEMENT 3 DB. 56SS, PG. 361 (P) 36" RWSA WATERLINE VARIABLE WIDTH AND JACK / / SEE ATTACHED WATERLINE RWSA UTILITY TMP 45-68C2 CONNECT TO EXISTING 3o" DIP z w (` DRAWINGS FOR DESIGNTH � > c —Lu SPECIFICATIONS EASEMENT 3 (APPROX) 2.710 AC WATECONNEIN CTTO EXIST NG &V TMP 45-68E - - / --oh -- DB. 6 PG. 61 (WET TAP 2211 AC TMP 45-69B1 �/� w oc - —oH H WATERLINE VIA TAPPING FOOD, HUNTER V Yl < m - _ x (APPROX) VARIABLE WIDTH REVOCABLE TRUST z ¢ c - RWSA UTILITY D.B. 5302, PG. 48 w w - I SLEEVE. CONTRACTOR TO � m � WM OH x � x-x x x x- VERIFY SIZE, INVERTAND LOCATION x EASEMENT - 1 ¢ o x- x -x-x x OF EXISITNG WATERLINE I DB. 5655, PG. 361 - __- ------ - - - =W- �..� w o u o / \X� BEFORE CONSTRUCTION J - - - - — W o z U / x _ _W --- WOODBURN ROAD � z o W ~\ o Ln a cc 1a RC / W STATE ROUTE 659 / � /WMH .. < MCD LIJ �- -3 --- 0 --- ° U) F - - M M 4z3 — � W M C .. - 20 H w PROPOSED WATER SERVICE LATERAL - -! _ -' WITH TRAFFIC RATED TOP (TYP.) TMP 45-80 LOT _ — - TRAFFIC RATED METER BOXES (TYP.) LOT LOT LOTS _---_- _ _ � _ _ _ - � z _ _ Id I RIDGEWOOD MOTEL & 3 OR LP4 LOT 6ZONING. R6 LOT 7 EXISTING ARV WILL BE LOWERED TO - _ - - - - - �9 D.B. 5163, PC. 405 I LOT 8 I LOT FINISHED GRADE AND PLACED IN A - VARIABLE WIDTH ACSA 34 9 DOGHOUSE MANHOLE STRUCTURE UTILITY EASEMENT I LOT LOT LOT LOT33 (1) 8"x6" TEE _ INST. #: I LOT 28 I LOT 3 I I PROPOSED WATER SERVICE LATERAL I I LOT 10 LOT - WITH A TRAFFIC RATED FRAME AND / / 2 30 31 W TRAFFIC RATED TOP TYP. (1)-8" G.V. - - 12 LOT LOT " COVER, �1J I I ' -- -�` LOT LOTS LOT z6 LOT 2 PROPOSED SANITARY W/ ( ) 510 PROPOSED SANITARY SEWER PROPOSED WATER SERVICE LAOTERAL 15 16 LOT 1 11 LOT 18 LOT 1g LOT zo LOT -LOT LOT 2 7 - 5 Y SEWER - SERVICE LATERAL (TYP.) 1 14 LU SEE ARV MANHOLE DETAIL (1) 6" G.V. - - - 3 / z1 22 z3 24 5 2 SERVICE ILATERAL (TYP.), It ROPOSED 6"-90°BEND Ip 8" TYPE A BLOW OFF - - - WITRAFFIC RATED TOP (TYP.) SA 1$ (1) VARIABLE WIDTH AC(i)6"-go'BEND /EASE58 ' W N N N - - 8"x8" TEE 1 8" G.V. T L TY MENT IIF O1 6"GATE VALVE I n rn rn - / I - - (1) 8"-go* BEND, % INST. #: PROPOSED 6" DI WATERLINE (TYP.) I TO 1 FH ASSEMBLY_ - - - PROPOSED TYPE A 0 C N -+ PROPOSED 6" D.I. CL. 52 - o II S - - & (2) 45 OVERT. BENDS PROPOSED SANITARY SEWER BLOW OFF ASSEMBLY WATERLINE - - - � � g � M SERVICE LATERAL (TYP.) PROPOSED 8" SANITARY 9 - _ M N S SEWER (TYP.) y - 's*° 511 i6+oo 17+00 $ a8+oo - - TMP 45-68D1 Ivi -IJ COMMONWEALTH (1) 6"-go' BEND 3 / PROPOSED 8" DI WATERLINE (TYP.) 11' - - - - - M M M M M M M OF - ® I VDOT IRIGHTINIOF (1) FH ASSEMBLY W/ I ® ® - - - _ _ _ PROPOSED 6" DI 6" GATE VALVE to ® ® ® ® - - - - - - ( - ® ® ® WAY SECTION PROPOSED 8" DI WATERLINE (TYP. I 17 ® ® WATERLINE (TYP.) ZONINC:Cf CIO ® - I I ® PROPOSED 6" PVC SANITARY 1 COMMERCIAL ® ® ® ® ® I I (1) 8"X6" TEE & ® I ® ® PROPOSED 8" SANITARY DB.1754, M 1 i ® ® ® ® I I ® ® J (SEWER SERVICE LATERAL (TYP.) SEWER TYP. P.17 4 fl I I I I I L 7 ® ®. ® (1) 6" GATE VALVE I I I II II II I L--- )-- N 6" D.I. FIRE LINE TO i-FH ASSEMBLY I J- _1___L--- ---L----L---L--- L--- --- i (1) 4" W/L LATERAL % 8"X4"TEE .r. I L I W/ 8'X6"TEE& I I / r I I I L---�--- I 1 I PROPOSED 6" PVC SANITARY SEWER----J__-i� i (1) 4" W/L LATEMETER OXRAL W/ 8"X4" TEE (1) METER BOX L l___J__ - 8�71LNNL 6 #3 I M i_ & (1) 4" GATE VALVE ___�_-- 1 -- I 1 8 X6 TEE 0.4 UNITS I -- L--L---J I O $ I SERVICE LATERAL (TYP.) i i L- (1) 4 W/L LATERAL W/ 8"X TEE Iam & (1) 4" GATE VALVE BUILD NG # O 1 -- 4 / J_ L_--J_—_—J-- 1 L-_-1--_� y-_ - I I I (1) METER BOX J / z (1) 8 X6' REDUCER N VARIABLE WIDTH ACSA I I I 16 UNITS (1) 6" FIRE LINE (z) 6" GATE VALVE O Q UTILITY EASEMENT I" Ih L --- & (Ii 1) 4" GATE VALVE �UILDING #LOT35 6" —D.I. FIRE E LINE PROPOSED 6" PVC VC SA—NI—TARY1 -- W/ i1 8"X6"— TEE & INST. #: SEWER SERVICE (1) 6" GATE VALVEW/ 8"X6TEE&UNITS I --f- -_ -- W�- "-pLU — uA NLATERA (TYP.) 6" GATE VALVE Q> PROPOSED 5'ED wTO EX WATERLINE ESMT pN7 W _ FOR 3o" W/M / > 14 - r I I DB. 5655, PG. 036i - - - - - / / / - - _ _ - - ` J J m II 6 5 il/ (————— — — — — —— —i ® > Q 1 U-' 14B \ \\�Lu --------- --- r-- -- — —J G z 14A _— __ __ _ LU O � J I 4 4 3 3 ` PEA _ t^ - --( I \ _- J ---- m-- I --___— _ _ — TUP -- m _ nl -- - - - - - - - _ - WAL MART 45 Q s ---- - - - - - PROPOSED S' EXPANSION - - - - _ - - - - BUSINESS C/ S - - - - - - INEESM ----- _----- - - STORE _ _ - - - - - - •. ', . •. - z . � - TO EX WATERLINE T - - S = J 13 5 FOR 24" W/M -------_--- ----- G ___-- 18„ DB. 5655,PG. 0361 _-_------- Lu -- BERKMAR DRIVE --- -- -- — ��q __------- _ — - _ TMP 45 68 Y AMATO, SANDRA P, CHRISTOPHER B -'f W T 15" RCP GLEASON & HUNTER W WOOD, --� \ 2 3�5 ------------- — STATE ROUTE1403 TRUSTEES~ - - ---_ - - - - — o — — _ -- — -- p--- _ o----------- 50'PUBLICR/W _ _ _-X-x-x- -- = D.B. 53 C. 608 \ — x76 P --------- -- ---- x—'A X - L� -- x x - MIN Y, ul < 15" RCP - � 1— 11ci� 1 Lu _ - - - - - LOCATION OF TEST PITS I Z w O SEE EXISTING CONDITIONS AND UTILITY PROFILES X RIVANNA WATER & SEWER AUTHORITY (RWSA)GENERAL WATER & SANITARY SEWER NOTES U _ x--X-X -X LAST REVISED: APRIL 2o16 TMP 45-68C l X I--1 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS -VERSION i.o, ADOPTED IN DECEMBER 2015, EXCEPT AS I MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. LLI D o z. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. N 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). LL \ n 4. RWSA ENGINEER (VICTORIA FORT AT(434)977-z97o EXT.205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. _r I 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES / n EXISTING 12" Z I ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. - V DI WATERLINE \ m 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. O TMP 45-81 Ln THIRD MESA LLC m 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION 1 m OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. N LOCATION OF SANITARY EXISTING 30" UTILITIESI IUTILITIESI 2 THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL AND STRUCTURES FROM DAMAGE AT ALLTI TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING NG SHALL BE REPAIRED BY THE SEWER TIE-IN CONNECTION WATERLINE PROPOSED 8" SANITARY Vl ( i 4 CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. � J SEWER (TYP.) _ - U)8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESSPERMIT-FED I LOCATION OF TEST PIT _ _ - - - - - - m OTHERWISE BY RWSA IN WRITING. TMP 45-112F2 \ TEST PIT PERFORMED BY - - - - - - - m 9. NO BLASTING SHALL BE PERMITTED WITHIN im FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND PRE -BLAST SURVEY MAY BE U - - RKMAR DEVELOPMENT LLC MICKIMI & CREED (2-8-23- - - - - - - - S2 S REQUIRED. FOR BLASTING WITHIN im FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE -AND POST -CCTV MAYBE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL O w - - DEPTH OF12"WATERLINE=4.16'---- $ S S3 ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL \ ---------- S—S 135 _ 1 _ -- - _ - ---- COST TO THE OWNER. ----- - _-- - - - $ $ — - ____--13.5' io. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORTSHALL BE PROVIDED FOR THE EXISTING JOB NO. 202196 Sl — S - - - - - PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. - EX S-7 S — S 1S - - - -- v� ii. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS SCALE - $ - - - - - - - - - - - -�- p --- -°o - - OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 1u __ 3a� - - - - - - - + - -- o 12. . ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE _ _ ,•�--.-:. - - _ - - - - - - - - - - - - - - - - - - 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. SHEET NO. _ - - - - - - - - - - - - - - - - 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 4 o G, SCOTT R. LINSZ U No. 35791 ,� \ '0,p 01/09/23Tmp �� \ \ L Gti l RIVANNA 4ONA Z WATER & \ \ \ \ \ VS E� SEWER AUTHORITY \ \ \ \ \ D.B. 768, PC. 277 � A TMP 45-73 _ / / / \ 'n wmm� i YKVYVDCUB- I'1UY[KVVKVKHIN _ A V J/ C LIVING TRUST/ I SYSTEM W/io' PRIVATE DRAINAGE ESMT `/ 0 N DB. ,PG.- / 0 / CONTRACTOR TO TIE IN \ / / / \ \ w ° / ROOF DRAIN SYSTE / / I 1 \ p f _ TO STORM INLET �t 1 Z W 3 / PROPOSED 8" HDPE ROOF DRAIN TMP 45 68C2 / ( ) I' SYSTEM W/io' PRIVATE DRAINAGE ESMT 710 AC TMP 45-B8E I I I o U Q / off TRIP 45- 9B1 w Lu x DB.,PG.-1PPROXJ 2.211 AC \ l / WOOD, H TER W / c oc (APPROX) A REvo LE TRUST z a p OH -� x CONTRACTOR TO TIE IN _ Z s --- \ - �- OH / / PROPOSED 8" HDPE ROOF DRAIN I ROOF DRAIN SYSTEM 7 D.B. 5302, PC. 48 �ROPOSED 8" HDPE ROOF DRAIN I O w w Q .. \ - - OH I \ SYSTEM W/io' PRIVATE DRAINAGE ESMT x I I TO STORM INLET / / SYSTEM W/ lo' PRIVATE DRAINAGE ESMT � - - _- O m m s / sy WM- x x-x-x_ _ DB. 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FFE 540.28- a6W M FFE-543.61 FFE-54FFE-541.61 F{BBSMT-530.42 .TBSMT=537.83 BSM 535.08 SMT-534.42 BSMT- ESMT- SMT=524TW..2835.aG#531.08 s 26 LOT7 WALLC iz LOT 2BW °wIDTHPEA.s+38 LOT LOT �3 z4 DRA GA5E22 LOT17LOT 28INST. #:s1zw 5rlm 18BG � Om 5I68W dcaOico- Cq E w m - °�I w rm s � w A w - _ _ 11N O _ / N l =a I L - T 5108G 5088W _ _ 1 524TW o 5 516BG 532'�W l V - ALLEY - _ - - - . --- -- - �_ _ C J 18+00 - i-_ NV - 5148W 14BG \ ry f 11 Q� (28' PRIVAT ACCESS EASEM N slzaw 17+oo .. - - �s�y o s,n aSio _ ' �OMM 45 88D - Tl� - - _ �- _ _ - - w szoTw ae' 0E VTR Nl9 N P c --� - ��� NWE ,.. - - - w o ti ®tNN� ®I � s1ze�`° VIYOT RIGHT, -OF � > 510Tw WZONING:AY �N z ~ o 1�- - -o- m �: q� 1 w ® q ®I ® 20' PRIVATE I li sz4TW BG 01. v �OM1fERCl M t I II I I®I I I ®I ' I m.. - It _ - ": r L:. W: a: 'I 6+i., �d` ' I /( I / 5228W/. 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FFE=528.33 -FFE=528.00 I - I 4968 PROPOSED 8" HDPE ROOF I GAR=532.921 _ FFE=533V5 I _ I \ _-I_ J _ _ _ _ DRAIN SYSTEMW io' / I GAR-532.92 I GAR=532. 1 FFES33.25 I F6E=533 25 `! FFE-53 .25 I _ - _ _ _ -528 AR_ _ / ' / reo I 'I I / I /� I GAR=532.921 GAR=532.92 I GAR=532.92 FFE------- IFFE1 I / / / --- , PG. BUILD IT #2 + FFE 528:67 111 _ 1 - f- / >'S y/y /p (V o � I / � � GAR=528.33 1 �- 1 I _ - � SIOTvy /- - I I � I I - I I / FFE=52 00 1 -PRIVATE DRAINAGE ESMT .I. I I I GAR=533.58 IAK=14.I FFE-535.91 - -16 UNITS / ,'`' II; 1 _GA - .00 1 G-527.67 _ 518.6]T \ I ! I\ I 1 GAR=534.25 I - 5.58 FFE=536.58 I _ ------ _ FFE-i530.83 GAR=S 67 ;I I --1 1 aG / Q 0 _ FFE=531.5ij I 512.67B(�. 502BW -i02nV _ DB. J PG. - I 1 \ I - GAR-536.25 _ GAR=530. I I - _ m \ I 1 I \I \ �UILDING 1 --y- 35 / FFE 535:50 FFE=534.83 - _ - �I I - 3 s �, I GAR=535.17 I. GA13=534.50-- - FFE=111.17 FFE 533.50 FFE-5 .83 FFE�532.17 GAR=531.17 {� I UNITS i\WALLB- GAR=533.83 GAR=53 . AR=532.50 GAR=531.83 / I / WALf�9' II / _-- 11/ I --_ - - _ - WA�A+� .ye6�j N 1 j - / J 522TW/BG STA. _ _- �� 51Aa B/ I 530��. NI ALi7J WP`L-_ END T 2 By N L.L 53 wnuc - _ _ _ _ I 1 c TGJ .. 520BW 516BW - - - ___ � � 490BW/B� / � O -- - - - - - _ - / \ Ia CONTRACTOR TO TIE IN/I - _..- - -;-` -- - - + -SLOPES (TYP.) :-..,.: -/- _ �� e 5148 .c. I ;\ --____ ROOF DRAIN SYSTEM TO UGD I-- r• ._ / L I - - - - - - EXISTING MANAGED--s14aW zew -- `NA WALL 496P E LLJ 10' ACCESS FROM ROAD - �' " s _. - o TO SWIM FACILITY - - - --ui - - - - - - - - _ L 2o'PUBLIC 1, 4 �p------- -- _-y _ - s1a.6mv 5oaBG\ DRAINAGE EASEMENT 17iB _ -- \ _ /\ \ i :- UNDERGROUND DETENTION � --- _ � - - � _ - _ _ - - _ 51ppTW N 510.6]BW 502BW � Q /r C INST. #: SYSTEM - i - - - 502TW 494Tw 5oq G v� _ \` y - ---- _-- Ij, soaTw - asaeG soze --496TW-512TW 496BG 4848W 6 490BG 506BG 494BW q $ �� Lu 486BW 504BW` s 1 ' _ LU IL z \ 3 492BG - - _ I 4888W 0 A_ p C -O ' 518TW 508TW SOOTW 5118 498B 4908W - Tip 45 - 502 494BG 5098 _ _ - _ - _ � soaTw 04BG - - - - - - _ r-- BUSINEAST C/ _ _ - 514E - - _ RE . � S 1 -- --- r - _ SO8TW TW SOOBG 506BW 514BW 496BW - - - - - 1 / 0 3 .S d 512TW `51 4968G 510BW 5006 492BW 506BG 28W g9ggw _ _ 8BGSOgBW • _ _ 516TW 5188G 496BW - '°o (� z --VARIABLE WIDTH PUBLIC STA O+Op SyyOBG sOzeG slbaw (./ a� ,ri N S10TW BG 59BW 496.5BW - - - - - - - - - - - - - % / / /_ DRAINAGE EASEMENT - - - - o .5 C 5. TC 7f 512.88TC ------511.86T530.99TC-----TC =5088W/ 522.OTW `�8„ _ _ \/ 1 1 1 514JSEP 513.94EP 513.60TC - - 509.SSEP _ _ - �� - - - �\ / i'• L 513.27EP 512.SSEP _ _ - - - - - ' TMP d5=68 c r 511.53EP SIO.60EP °� INST. #: .(r G - PROP. VARIABLE WIDTH __ ---- BERKMAR DRIVt o - --- s- TO;'SANDRAP;-CHRISTOPHERB \ \� W > 516.36TC _ _ _ -SWM FACILITY N - _ _ - - - - 516.03EP z - - STATE ROUTE 1403 o s �'� �W0 _ -------- c'' _&ACCESS ESMT-------- 15"RCP _ ' - T CLEASON & HUNTER OD J 2 z ° p-------------- o--- DB. --------- ---- PUBLIC _ - i i �_ - D.B.3 C 608 %� TRUSTEES \\ -� ~ E _ 50 PUB _ _ ��-76, P. \\ _� "---------- - - -- -iC0 TN RACTORTOTIEIN�� \\V ( z 15" RCP - - / / / OOF/YARD DRAIN SYSTEM_ �g I / // TO STORM SEWER SYSTEM _ NOTES: f f I �/ w PROPOSED STORM SEWER SHOWN IS HDPE EXCEPT AS NOTED 1 1 \ I IIII LLI LL z OTHERWISE. THE CONTRACTOR MAY SELECT A VDOT APPROVED ` 1 ` J I I III I III Lu O w MATERIAL IN LIEU OF THE HDPE FROM THEIR APPROVED LIST ( / PROVIDED ALL PIPE, PIPE BEDDING, BACKFILL AND INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT 1 ` I I III�� in U J TMP-4�88C - - - _ _ _ - I - -x X \ STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL C �E SVIL - - - - _ 7 �rx x \ \ \ \ 1 1 I NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. 2. ALL TOWNHOUSE UNITS AND CONDOMINIUM BUILDINGS SHALL / l / B. 1439, PC. 198 ` \ I \ w / b \ I I 1 1 I HAVE ROOF DRAIN SYSTEMS THAT WILL COLLECT THE RUNAND CHANNEL IT OFF - - ��� / �� / �� DRAINAGE SYSTEM. THE ROOFS TO THE PROPOSED / Q - / �� / 0 3. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED 1 I (D TO THE ALBEMARLE COUNTY SERVICE AUTHORITY c x x X-x ( ALL PUBLIC WATERLINE EASEMENTS SHALL BE PLATTED PRIOR 4 ^ ��� / \ % ! / /� J TO FINAL SITE PLAN APPROVAL x-S. CONTRACTOR TO ENSURE SWALES TO YARD DRAIN INLETS ARE INSTALLED TOCONVEY RUNOFF DESIGNED. 12I o 6. SEE SHEETS i2 & 34 FOR ROOF DRAIN/YARD DRAIN DESIGN. 7. SEE SHEET 16 FOR LANDSCAPING DESIGN AND STABILIZATION OF a` THE PROPOSED SLOPES STEEPER THAN A 3:1 SLOPE. I D 8. THE MAXIMUM PROPOSED SLOPE IS za, NO GRADE MAY EXCEED u THIS SLOPE. 0 U, JOB NO. 0 GRAPHIC SCALE 202196 30 0 15 30 60 120 SCALE ° 30 o n ( IN FEET ) � SHEET NO. 0 m 1 inch = 30 ft. 5 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 SP£CIFICA77ONS 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. INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). MUM IM ALLOWABLE 3..1 OR BETTER ARE 5(HORIZONTAL:VER7ICAL. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF ) E SLOPE IS 2:1 B LLOW MU THE MAXI 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 N07ED, 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 YDOT STD. CURB A - COE�HEAD RENT �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 �" FLOWUNE•,• p ..e• . ••:_ � . :• .r T.. UNF.' STD. ROLL-70P CURB SECTION DETAILS XS-3A AND XS-3C PLAN NO SCALE ".. (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, \VOTSTANDARD CG-6 STONE#57BASE 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 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 d c M d°° n 4. ° d° Z ° 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 BASE COURSE, VDOT #21A o o o o o OR¶MATE DEPENDING LIMITS \ �O�\���\��/\�/�\/����/\��\�/�\/���\�/ �%��\ AND UNDERDRAINS SUBGRADED ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING --- IIIIIIIIIIIIIIIIIIIIIIIIIII PAVEMENT EX. STONE \ / /\/ /\/Ulu 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 - �� -____ `t( _ _ -- -- _ - --- --------------- ------ 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 CA 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 \ zX zx CURB & GUTTER CURB & GUTTER 3" BM-25 COMPACTED INTERMEDIATE COURSE CURB & AGGREGATE BA5E GUTTER TRAVELWAY COURSE TRAVELWAY 28' PRIVATE CCESS 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 2% 2T ISE " 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 ENSry COURSE EXISTING CG-6 CG-6 5' ��� CURB & GUTTER 9.5" 21-A BASE COURSE CURB & GUTTER 5/DEWAEK POINT OF \ ,4 I FINISHED GRADE \ CURB & GUTTER R/W 6" VDOT 21A STONE BASE 6" VDOT 27A STONE BASE EXIST GROUND YPUI 4" MOOT 21A STRIP STOVE BASE ♦" T EXIST. GROUND g ;' PROPOSED E) E%ISTNC 12• E%ISTNG tY E%ISIING 12 45 EXIST GROUND (RAIN LANE) (TRAWL LANE) (CENTER LER NRN LINE) (TRAVEL LANE) VARIES VARIABLE NDTH RLW BERKMAR IJRIME TURN LANE PUBLIC ROAD *NOTE: THIS IS A MIN. PAVEMENT DESIGN. 3 .5, moPROOP PR35 MPH DESIGN SPEED ASPHALT PAVEMENT SECTION SHALL MATCH R/W TOGA 1.5" SM-9.5 ASPHALT NOT TO SCALE THE EXISTING PAVEMENT SECTION. NOT:: R/W WIDTN TOPCOAT WILL VARY WHERE PROP CIL EXPANDED R/W THERE IS NO ON Y BM-25 INTERMEDIATE I EXISnNG R/W STREET PARKING COURSE 5' NIDE CONCRETE CG-6 5" 21-A BASE COURSE SIDEWALK CURB & GUTTER PORI OF FINISHED GRADE GROUND 2X 2X 2X EXIST GROUND B' PLANTING 4" YDOT 21ASE STRIP STONE BASE '"4SW r ARIE EXIST. GROUND UPANOED IV L; VARIES EXISPG 10* EXIST. GROUND 5 6 2.5' (1RAWL LANE) (TRAY£, LANE) I PROPOSED 6' (PARKING LANE) VARIABLEADIN _ 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. CB'LLINS'Z I� No. 35791 112�- P 6/27/22 0 rn InNAT 1 s E G s � Lu z w w o w w Ln J <� O z Z a 2 Lu ED 2:a O f o W F Z U Vl z p z H o Lnin Ce W oe DO0- �o ce¢ E_ LLnn > z � N N w N N a rj k ti L9 Z AICY' 1 M M rn N M 1 W N � W U1 � J L� _ F1 J J J LLB Q LU z U11� 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:) C:) N Lu SEE d ur) JOB NO. 202196 SCALE AS NOTED SHEET NO. 6 1- Uq z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW o CHANNEL 1/4" : 1' MIN i R Y 1 BRANCH 12" A ) - e "n FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " a INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 e E ROADWAY It I � I I I m PAVEMENT 36' MIN, ,EN .TEFL IN 5T"1.ES 36' NM a.25' MIN. THICKNESS s,m CAWIR NbV4TeR5 _ J]• CONCRETE FILL srm cn31NG 'f1- BOTH ENDS L2'-0• 2'-a_ 7-OR S' r OR B' I 1H' DR 20' JNNT DF D.I. (RDOWESTRAINRIGNED MPIPEINTS) NOTE: 1. STEEL CASING TO E%IEND TO BACK OF CURD, DITCE SIDEWALK. ETC OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL HE PACED AT THE CENTERPOINT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 FRAME & COVER (SEE FIG. S-I-DE) SLOPED AREA ­4` RUBBER COATED STEEL STEPS CAST IN PLACE - PRECAST REINFORCED CONCRETE SECTIONS "0" 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 PROVIDED. �1- MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 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"BOW W/ 1. FD SCAMON TPE'K' SOFT COPPER m FINISHED GRADE APPROVED COMBINATION 5� AIR/VACUUM OR AIR RELEASE - VALVE BRASS OR BRONZE PIPE • BRONZE BALL VALVE DRAIN TO GRADE (IF POSSIBLE) A -r-rr Tr-T- woT 057 CRUSXED STONE TYPE "K" SOFT COPPER APPROVED CORPORATION STOP NOTES: 1) A 3' PRECAST MANHOLE RISER SECTION AND COVER WITH "WATER' CAST ON UD SHALL BE USED. 2) FOR WATERUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER UNE DOES NOT SUPPORT THE MANHOLE SECTION AND TYPE "M" RIGID COPPER PIPE OR BRASS PIPE NIPPLES SHALL BE USED. 4) MANHOLE COVER SHALL NOT BEAR ON ANY PORTION OF THE ARV ASSEMBLY AND SHOULD NOT BE SET MORE THAN 15" VERTICALLY FROM THE VALVE. 5) VENT PIPE SHALL BE EXTENDED TO AT LEAST 12" ABOVE GROUND AND PROVIDED WITH A SCREENED, DOWNWARD FACING ELBOW. REVISION SEPT Z018 "'A S O NUMBER: ��� AIR RELEASE VALVE (ARV) ASSEMBLY SCALE NOTTO WATER 8 BCA&E I RIVANNA WATER AND SEWER AUTHORITY (e) r (.1,0 Du MLES < ON3zgM�(63a",m) Du r (s„".D 12r,as a (R6L6ED iWSM) n (gym) Dr aRy q W uose, > SpN] m D _ 7 y cz Q O O P y; y ETT SE W T e s > �'�eA•DA [> d FFI siv m (,T;�,",� n 90 a N ^ l / ®e IM ti/le ME ) FASNE [9min] , "] .USECT,CN o.o. cf ¢lCl(Ef OM+%E SECTION SEWER SERVICE LATERAL CONNECTION NOTES: 1. 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 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHO(.E. EMAINING RACKFILL SHALL 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLTAN OT CON ROCK MATERIAL RGER THAN 5" IN ANY BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% QMENSION (1/4" PER FOOT) �I INTIAL BACKFILLN 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN EMB(6" LIFTS) YLINEBY DIAMETER OF 4'. " THOROUGHLY COMPACTED SPRINBY HAND OR APPROVED 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OMECHANICAL TAMPER OF 3 FEET. N0. 68 HAUNCHING SALTBEDDING TREAD4" 6" max min FINISHED GROUND 2x46,,,eFOUNDATION MARKRREQUIRED ($HALL BE WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) PLUG END OF NOTE MAIN LINE SECTION SERVICE LATERAL 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 45'0'0" 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 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 ,stnn,AT. E� LU z w Lu w /A w Elf ail Of un Z O 2 DO z 2:a Oa f O p (� LU LU Z U Z pLU Z p � (DD ` (n Q > GO Lu W w GO Lu UF)o ce aur) �> ZLU N N w N N ~ n O\1 � � N _u r M M N M W N N W N I LU Lu L.L cn Lu Q 0 Q Lu O z 155 F 0 w a Lf) JOB NO. 202196 AS NOTED SHEET NO. 7 c HIGHPTSTA: 25+48.i5 �TH 0 HIGH PT ELEV: 536.40 PVI STA:15+44-05 O PVI ELEV:536.go K:6.07 OSCOTT R. LINSZ LVC:So.00 U No. 35791 ,� o 0rl�o o LOW PT STA:18+o9.43 �p 01/09/23 c` 0) Ln �� LOW PT ELEV: 5z8.34 0� v 0 + rn � ,M PVI STA:17+79.43 '�S',SIONAL � w � ui Ln N �,j PVI ELEV:528.79 w 550 m U > K:30.88 z, > > "' LVC:6o.00 550 w 00 z J 0 U 0 C Ho w i Z W 3 WU C J Z o Z s _ z O¢ o a o u s H Ln o U) W > 3 rl 0 z U U) o z O C w O Ln 0 O � 2: ¢ 0 � oc a W m V) 0 U J W Z i 3 W ` z o w o w C O U i 0 U O N N M W N N N ¢ n m m r o 0 a U Z� A� > 1 _ U 0 M 0 M 3 rn CV 0 T C z Lo rn Q 545 545 (NCI O uj > W 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+So 18+00 18+50 19+00 1g+50 20+00 W - J_ 0 PERSEUS LANE J O > Q (PRIVATE TRAVELWAY) W Z DESIGN SPEED: z5 MPH H o O w 3 J V) WOODBUR Q NOTE: A MINIMUM OF 3 BUSINESS DAYS NOTICE TAURUS L _ o SHALL BE GIVEN TO RWSA PRIOR TO INSTALLATION INTERSECTION OF TAURUS LANE (11+17.83) OF THE TAPPING SLEEVE. PLEASE SEE THE NOTE ON AND PERSEUS LANE (18+zo.5z) III U v THE UTILITY PLAN (SHEET 4) FOR MORE INFORMATION FILL TO BE PLACED AT Y W o REGARDING THE CONNECTION TO THE RWSA 95%COMPACTION (TYP.) W = Q WATERLINE. E (1) 8"X6" TEE � Q O Z 1) 8"X6" REDUCER in _ (z) 6" GATE VALVE W O z NOTE: ALL ROADWAY EMBANKMENT MATERIAL S8 TO S7 W Z SHALL CONSIST OF SOIL AND BE PLACED IN Tp TEST PIT NOTE: CONTRACTOR TO FIELD LOCATE AND 8" SAN F- Z SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 VERIFY DEPTH, SIZE AND LOCATION OF EXISTING XING U) U Jo INCHES IN THICKNESS BEFORE COMPACTION OVER RWSA WATERLINES AT BEGINNING OF THE PROJECT i--i THE ENTIRE ROADBED AREA IN ACCORDANCE WITH BY HAND DIGGING TEST PITS AT PROPOSED STORM J W > a VDOT zoo ROAD AND BRIDGE SPECIFICATION o .o AND SANITARY CROSSINGS. CONTRACTOR TO a VERTICAL GRAPHIC SCALE 7 3 3 4 � PROVIDE INFORMATION TO DESIGN ENGINEER TO o s a z.s s to zo NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN ENSURE THAT THE STORM AND SANITARY CROSSINGS a Q > AGGREGATE SIZE NO. 25 OR z6, AGGREGATE BASE MATERIAL WILL NOT CONFLICT WITH THE EXISTING UTILITIES. (D SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS_ x ( IN FEET) CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER n ° 1 inch = 5 ft. RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND: (V w BRIDGE SPECIFICATIONS, SECTION 302.03G. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. w F °o 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM w a ( IN FEET) SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 10+00 10+50 11+00 a o 1 inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. JOB NO. N TAURUS LANE 202196 C (PRIVATE TRAVELWAY) 1'SCALCQ' DESIGN SPEED: 15 MPH S SHEET NO. � 8 s TP TP a m a (z) VERTICAL 45° � n' o °N° BENDS N ,+� `.^. � `^ � L LO � � � i SEE TEST PIT NOTE � 545 v THIS SHEET U U W 545 Z "z L W PT STA: 10+ z.99 LOW PT S : 14+i9.7i _ � z � z - m w LOW PT ELEV: 1 .6 9 PROPOSED GRADE LOW PT ELEV: 53z�14 i � a ¢ v � i AP ROX. LOCATI N OF n `^ W/L LATERAL W/ 8"X4"TEE PVI STA:1o+25 9 PVI STA: �O (1) 4" PVI ELEV: 17 5 7 HIGH TSTA:1z+6 . 6 4+49�71 O � J w PROPOSED EXPANDED N (1) METER BOX K:S.00 HIGH PT ELEV: 53o.g PVI 38 O ¢ O ¢ W TERMAIN EASEMENT � & (1) 4" GATE VALVE 540 LVC:1o.00 PVI STA:12+i7.56 K:1 .� 8z 9 i � � a 3 � CONTRACTOR TO CONFIRM DEPTH OF W/L PIPES TO ENSURE Z 540 � rn � � � m LOW PT STA: 10+64.5o PVI �53°�55 K:1o.86 " Q w ¢ w J r,RELINE M W/ 8"X6"TEE & " N w, N LOW PT ELEV: 517.z5 VC1oo.o0 0, N � a, m ,,:, ADEQUATE SPACING FOR � oo (1) 6" GATE VALVE + o y, vi PVI STA: o+g8.00 " a M !^ a !^ � W/L CONSTRUCTION w in " + " v PVI ELE :518.59 fn A w535535�w K:1.17'° PROPOSED VDOT � m � U w i HI N H PT STA: 1o+z1.4o HIGH PT ELEV: 53 �40 VI STA:1o+z6. o LOW PT ST : 11+01.70 PVI ELEV:53o.3 LOW PT ELEV: 5z8.46 540 K:zo.67 PVI STA:1 +g6.7o 5!}O LVC:1o.00 PVI ELEV. 28. 6 K:zo 67 0 � 0 � 0 0o LVC:1 .00 N M M M o,li ow �� �� 535 �m�w o�� 535 ECTION OF m � m w ROAD AN m > w ILU STR: EX S-7 TP=527-54 (ASBUILT ELEV) INV IN: 5o8.8o TO Si INV OUT: 508.57 TO EX S-6 (ASBUILT ELEV) TP 540 1 �9 540 LL OW ZZ 535 ° W 535 Ua 0STR:Si x o TP=528.74 0 INV IN: 5og.io TO Sz 530 ¢ w INV OUT: 5o8.90 TO EX S-7 53 0 NOTE: DEPTHS SHOWN AT TEST - PIT ELEVATIONS TEST PIT ELEVATIONS PROVIDED BY McKIM&CREED, 2-8-23 5�5 TOP OF W/L ELEV.=523.6 (4.iU DEPTH) 52S STR:S2 TP=516.i8 \ \ EXISTING GRADE STR:S3 INV IN: 511.07 TO S3 TP=516.26 INV OUT: 510.87TO Si INV IN: 511.95TO SgA \ INV OUT: 511.75 TO S2 520 \� 520 Ln N \ N FILL TO BE PLACED AT 95%COMPACTION (TYP.) 515 - - 4 515 3' MIN. 510 8" SDR-26 PVC 510 120.14 LF Qa 0.57% 8" DIP 8" DIP 303.6z LF Qa 0.53% 18.48 LF @ o.59% 1)V� 505 Soo Soo 495 495 I�- O � 00 I� l0 00 V1 00 l!1 Ln V1 V1 V1 V1 Ln V1 ~ N 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 SANITARY SEWER S3 TO Sz 4+50 5+00 545 TP=530-55 INV IN: 517.7o TO S11 540 INV OUT: 517-So TO SgA LOT 3 LATERAL: 528.00 LOT 2 LATERAL: 518.00 STIR: SgA 535 TP=527.47 INV IN: 514.87 TO Sio INV OUT: 514.67TO S3 FILL TO BE PLACED AT .95%COMPACTION (TYP.) FYISTINGC A F� 530 525 STR:S3 TP=516.26 INV IN: 511.95 TO SgA INV OUT: 511.75 TO Sz 520 LC LOT 6� LOT 8- PROPOSED 15" OTI LOT 1 STORM SEWER / LOT7 VLOTS5&4-- CROSSING 11P io TO g LOT 3 . 1. l me STORM SEWE CROSSIN VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 SEE TEST PIT NOTE THIS SHEET STR:S11 TP=535-41- INV IN: 519.4o TO S12 INV OUT: 519.2o TO S1o_ LOT 17 LATERAL: 520.2 i i LOT 27-\ LOTS 13 & 12 LOTS 16 & 15-\ T11 WATER SERVICE LATERAL (TYP.) LOT 10 LOT 14 4PPROX. LOCATION OF PROPOSED EXPANDED IATERMAIN EASEMENT -.8 0 ° ( IN FEET ) 1 inch = 50 ft. 200 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 i' 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 2113, 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. NOTE: ELEVATIONS OF THE EXISTING 24" AND 30" RWSA WATERMAINS ARE BASED ON TEST PITS PERFORMED AND SURVEYED IN THE FIELD FOR ELEVATIONS TO THE TOPS OF THE EXISTING WATERLINE PIPES. SURVEY WAS PERFORMED AND DOCUMENTED ON DECEMBER 2ND, 2022. N S � N LL O O zzZz 2 F- 2F- NOTE: DEPTHS SHOWN ATTEST Q �Illv w PIT ELEVATIONS ¢ TEST PIT ELEVATIONS PROVIDED O ¢ x 3 K BY FORESIGHT SURVEY, PC DATED 12-2-22 ox N LL x w Lu STR:S1z TP=53334 _ INV IN: 521.00 TO S7 - INV IN: 521.00 TO 6 INCH SS LATE LOT 1 . ALTO LOT 35 LDG z UT 18 INV OUT: 52o.8o TO S11 STR:S7 6INCH W/L LOT zg LATERAL: 521.8o TP=528.98 TO FH INV IN: 521.95 TO S8 INV OUT: 521.75 TO S12 i i LOT 27 LATERAL: 523.00 LOT zo \ LOT 33 i \ WATER SERVICE SLOTS 22 & 21 6 INCH W/L LATERAL TO FH (TYP.) LOTS 32 & 31 w w LOTS 24 & 23 ,p LOTS 30 & zg w w LOTS 26 & 25 �3 3 LOT 27 0 0 ° 0 0 o° 0 0 0 8" SDR-26 0 o ° PVC N 8" SDR-26 PVC 143.00 LF Qa 0.530A 8" DIP ° �30.59 LF Qa 0.58% 545 540 535 STR:58 TP=5z6.71 INV OUT: 522.7i TO S7 LOT 33 LATERAL: S23.00 LOT 34 LATERAL: 523.00 530 525 520 7� TO 6� 0 0 ° o ° ° ° �4o.7z LF 0.99� PROPOSED 15" ° ° ° ° 8" SDR-26 PVC STORM SEWER ° z68.6o LF t7a o.56% 16" WELDED STEEL BIND 18 TO 17 5�5 CROSSING CASING MIN o.z5" THICK PROPOSED 15" 1 WITH END CAPS AND SPACERS STORM SEWER 5 5 J1 ° 8" SDR-26 PVC ° 5o LF OF STEEL CASING PER CROSSING 54-04 LF Qa 4.87/o TD-36 ALONG THE WIDTH g" SDR-26 PVC OF THE UTILITY ESMT 1 o LF C 1'8°0/u TO BE INSTALLED BY l7 510 �5 7 BORE AND JACK m 510 J N 0Q Lu n J 05 Wff O '1 Nff Id w L0 H 00 a ]�- H N L0 dp O ci N Q (/� l0 00 rl rl cl N rl rl rl rl rl N N N N N N N N N J F F F F F F F F F F F F F F- F F F F F F F- F F F F F F 505 w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O < p p p O 00 505 W F F F F F F F F F F F F F F F F F F F F F F F F F F F FLn J J J J J J J J J J J J J J JJIF- _j J J J a J J J J JQ Q Q Q Q Q Q Q Q Q Q Q Q J QQW W W W W W W W W W W W W W W W W W W W Ln W W W W WF F F F F F F F F F F F F F F F F F Z J J J J J J J J J Q J J J J J J J J Z J J J J JSoo a Ln� V) V) Ln V) V) V) V)��� Ln Ln V) V) V) �(A Ln Ln Ln Ln Ln�500 to F 0 V) In Ln !n !n v) to v) Ln !n In Ln to to Ln to In to to Lo to to vl to !n •i I� n m V1 l0 l0 00 O Ln •i 1� m O S Ln 00 Ln Ol O 00 lD lD .-r O O I� 01 m . w r` N •i C. m r\ N 0) C. N LO N M l0 Ln 00 rl rl r\ '6 N Ol N ri 0 `y O rl m ,y I� m 00 L<' 01 I� f yl M N l0 rl W n ^ M 'i H N N N N m N m m M ,.^ M m M ,.,) m m N N Ln Ln V1 Ln Ln ll"1 Ln Ln In L 4n Ln Ln LIl Ln Ln Lm Ln L(♦ Ln 0+00 o+5o 1+00 1+50 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00 9+50 SANITARY SEWER S8 TO S3 SCOTT7R. MbLLINS'Z No. 35791 01/09/23 o: 0 w > i oLu v w i /A Lu Lu Vl J z0mZ. m L ` 0 a o U O U a 'A Lu> Lu Z U Vl ZLU O Z L \~Ln � a w m W uj W F U)Lu 1e F U Z.'e L N N M Q n m m N 'D O 0 z� A� 1 Cl M Ci) C\I z LL C�4 Q � CN CV W > u!1 e Lu ( Lu J J J J LJ._ O ® Q Lu z_ L9 LL. O _j C%) LL Q LL] = Ln WY LLJ Lu IF = I�'" ulz C� Q Lu V i w 0 - U) U_ J w F w II-, p w 0- En JOB NO. 202196 SCALE 1" = 50, SHEET NO. 9 STR:1 DOGHOI INV INV OUT: 49f CONTF VER 540 540 STR:4 VDOT STD. MH TP=5z434 INV IN: 510 UGD -INV INV IN: 513.5o TO 5 535 INV OUT: S10.22 TO 3 535 PROPOSED GRADE (TYP.) SAFETY SLAB SL-i REQUIRED INLET SHAPING IS-1 REQUIRED STR:3 VDOT STD. MH TP=514.00 PROPOSED ACCESS MH 530 INV IN: 509.00 TO 4 W/ STAIRS FOR INSPECTION 530 INV OUT: 5o8.go TO z SAFETY SLAB SL-z REQUIRED & MAINTENANCE FILL TO BE PLACED AT' g5%COMPACTION(TYP SEE TEST PIT OTE THIS SHEET 525 TP 525 N TP N 2m, / 520 ? / 520 STR:z VDOT STD. MH w i ao- P AK e- TP=5o5.7o O o w au INV IN: 5oi.86 TO 3 z0 = ¢ / INV OUT: 499.15 TO i F z / 515 VQ O 0 x w / V Wse=5a5. z- P K 5 sa 7 515 O QAv / EXI TING GRADE(T P.) ✓DOT STD. MH a WEIR PLATE TP=5oo.5o ¢ w INVERT=51o.5o JSE MANHOLE N: 496.4o TO z 510 -1 (EX 18" RCP) i / 18" HDPE / 1zo.76 LF t7a 1.01% 505 / 18" HDPE 505 3.7' 19.76 LF Qa o.gi%1/ PROPOSED LOWER 18" M�j UNDERGROUND DETENTIO 6i' ��� SYSTEM PRIMARY OUTFALL Soo 5 00 18" HDPE PROPOSED 1zo" HDPE UNDERGROUND DETENTION 'ACTOR 95.70 LF @ 7.36% SYSTEM Qa o.5o%TO ATTENUATE RUNOFF CAUSED INVERT FY INVERT FROM THIS DEVELOPMENT. DF EX. PIPE TOTAL HDPE LENGTH=367.00' 495 �� 495 18" HDPE 41.68 LF Qa 6.6o% 490 490 O Pl CD .T n N O kD m 0, 0, 0, V, V, In In V, In 10+00 10+50 11+00 11+50 12+00 12+50 13+00 UNDERGROUND DETENTION SYSTEM 13+50 14+00 PROFILE 535 STR:5 VDOT STD. MH TP=5z7.oz INV IN: 517.18 TO UGD INV OUT: 514.o8 TO 4 SAFETY SLAB SL-1 REQUIRED 530 FILL TO BE PLACED AT 95% COMPACTION (TYP. ) 525 STR:4 VDOT STD. MH TP=5z434 INV IN: 510.32 TO INV IN: 513.5o TO 5 INV OUT: 510.22 TO 3 SAFETY SLAB SL-i REQUIRED INLET SHAPING IS-i REQUIRED 515 15" HDPE 10.07LF@5.79% 510 SOS 535 ROPOSED GRADE (TYP.) 530 ING GRADE (TYP.) 525 PROPOSED ELEVATED 15" PIPE ALLOWS MORE SIGNIFICANT & LESS FREQUENT STORM EVENTS TO SAFELY BYPASS THE UNDERGROUND DETENTION SYSTEM SZo -BYPASS INVERT=519.00 15" HDPE 5�5 25.96 LF Qa 7.01% 510 J INV IN INV IN INV OUT INLET SHAPING I! 540 540 D. DI-313, L=4' TP=529.25 STR:25 VDOT STD. 51835 TO 1g TP=529.31 INV OUT: 520.57 TO 51935 TO z5 : 518. z5 TO 17 -1 REQUIRED 530 530 525 r4 525 3.5' FILLTO BE Pl 6" W/L 95%COMPA( XING 520 S20 15" HDPE 28.34 LF Qa 4.30% 515 515 510 510 505 505 m o o, 540 DI-36, L=4' STR:ig VDOT STD. DI-313, L=4' 18 TP= 530.55 INV IN: 518.66 TO 23 INV IN: 522.5oTO 20 INV IN: 526.65 TO Ei EXISTING INV OUT: 518.56 GRADE (TYP.) SAFETY SLAB SL-1 REQUIREDIRED INLET SHAPING IS-i REQUIRED 530 ACED AT 525 :TION (TYP.) 0+00 0+50 [STORM SEWER STR. 25 TO STR. 181 PROPOSED 1z0" HDPE UNDERGROUND DETENTION SYSTEM Qa o.5o%TO ATTENUATE RUNOFF CAUSED FROM THIS DEVELOPMENT. TOTAL HDPE LENGTH=367.00' SOS 10+00 10+50 11+00 EMERGENCY BYPASS PROFILE 540 540 STR:17 VDOT STD. DI-3B, L=6' TP= 5z8.7o INV IN: 5i8.i5 TO zz 535 INV IN: 517.95 TO 18 535 INV OUT: 517.85 TO 16 SAFETY SLAB SL-1 REQUIRED STR:zz VDOT STD, PROPOSED GRADE (TYP.) TP=526.o8 INV OUT: 520.00 T( 530 FILL TO BE PLACED AT 530 95%COMPACTION (TYP.) 4" W/L 5�5 XING 6" SS LATERAL 5�5 XING 520 520 �5' HDPE X// 181.75 LF Ca) Gll/ P/// 515 515 510 510 EXISTING \< GRADE (TYP.) 505 505 Soo Soo a 6 �N Lnn N 00 o • N o N y1 Ln 0+00 0+50 1+00 1+50 2+00 STORM SEWER STR. 22 TO STR.17 520 515 510 SOS Soo 540 STR:23 VDOT STD. DI-3B, L=6' TP= 5z6.88 INV IN: 51g.og TO 24 INV OUT: 518.99 TO 19 INV IN: 524.00 TO Dz 535 STR:24 VDOT STD DI-313, L=8' TP= 5z3.38 INV IN: 519.5o TO Di INV OUT: I1933 TO 23 530 PROPOSED \� rGRADE(TYP.) I 525 520 15" RCP 48.3o LF Qa o.So% 5�5 RCP 88 LF Qe 0.54% a P� N p ID � Ln 0+00 0+50 1+00 1+50 510 505 Soo STORM SEWER STR. 24 TO STR.19 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 DI-313, L=12' ENSURE THAT THE STORM AND SANITARY CROSSINGS WILL NOT CONFLICT WITH THE EXISTING UTILITIES. )17 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 fL 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 2o16 VDOT 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 2oi6 VDOT ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT 9S%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 1.5' 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. 20 200 SCOTT✓R. CZ?LLINS'Z No. 35791 ,� 01/09/23 z o z w o w /A Lu Vl a: U) O z Z � m� D Q � O U O (H w � z > U r/ Z U Z O 1n � \H 1n � a / > m a W w U) Lu o U) Lu N Ncli M cli n m m Cj Clj o ZLu w cn Lu u- O Lu Lu Lll 2 O .w-, AL/) 0 JOB NO. 202196 SCALE 111=Sol SHEET NO. 10 550 545 STR:io VDOT STD. DI-313, L=4' TP=529.58 INV IN: 522.io TO ii INV OUT: S22.00 TO 9 540 STR:g VDOT STD. MH TP=528.5o STR:8 VDOT STD. DI-313, L=io' INV IN: i.00 TO l0 TP=522 88 INV OUT:: 51g.00 TO 8 INV IN: 517.5o TO 9 535 INV OUT: 516.00 TO 7 STR:7 VDOT STD. DI-313, L=12' TP=519.35 INV IN: 515.2o TO 8 INV OUT: 515.io TO 6 530 - - STR:6 VDOT STD. DI-313, L=8' / TP= 518.00 INV IN: 514-So TO 7 INV IN: 513.8oTO H1 611 INV OUT: 513.7o TO FIVI STR:liA VDOT STD. MH TP=533.00 INV IN: 529.00 TO 12 INV OUT: 525. oo TO 11 STR= VDOT STD. MH TP=531.6o INV IN: 524.So TO =A INV OUT: 524.4o TO to SED GRADE (TYP.), NG (TYP STR:12 VDOT STD. DI-313, L=6' STR:13 VDOT STD. DI-313, L56'O TP=543.62 TP=544.43 INV. IN: 535.5o TO 13 INV. IN: 540.58 TO EX. 12" CMP INV. IN: 538.00TOGi INV.IN:54o.00TOG2 INV. IN: 538.00 TO Fi INV OUT: 538.00TO12 INV OUT: 532.00 TO liA 5[F5 � II 540 %/ 8" W/L \_i5" HDPE XING 85.81 LF Qa 3.50% tL 15" HDPE 30.oi LF Qa 1.67% \1S" HDPE 520 / 143.o1 LF Qa 1.63.% 15" HDPE 41.g z LF Qa 2.39% FILL TO BE PLACED AT /1 95% COMPACTION (TYP.) \_i5" HDPE 515 59.24 LF Qa 2.53% INV IN TO 1.0 15" HDPE U G D = 513.32 42-49 LF Qa 1.88% 15" HDPE Slo TO Sg 510 40.73 LF Qa 1.47% PROPOSED 8" SANITARY SEWER CROSSING 15" HD PE Sg TO S3 25.67 LF Qa 1.52 /o \-SANITARYSEWER PROPOSED 8" CROSSING 505 Soo M m 0a 00 N o �^.� o0 o m 00 n a l!1 ul Vl ul Vl Ln VM1 VMl O V1 r V1 N VMl M 00 lmA Ln 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. 13 TO U DG 15" HDPE 124.67 LF @a 2.18% 5+50 6+oo 535 530 525 520 515 510 SOS Soo STR:ig VDOT STD. DI-313, L=4' 550 TP= 530-55 MR/ \/ MI. -.0 GG T!l �� 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.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. IC, L=i TO 20 S+So 6+oo 6+50 7+00 7+50 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( 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-i AS FOUND IN THE 2o16 VDOT 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 2oi6 VDOT ROAD AND BRIDGE STANDARDS. NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.S' 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. 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 2S AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 20 21� SCOTT/R. MbLLINS'Z No. 35791 01/09/23 0 3 w 0 oLu v w i /A w U) Vl J Z0�z. km m 2 ` O ¢ o i U O U a 'll♦ 'A w O Z > U t Vl Z O Z � O `~7 Lf) Q [ w m W uj W F U)Lu 1e F U Z.'e i N N M Q n m m N 'D o 0 z� ti Cl M Cn N M J (V N w > Lu (� W Lu J J J ® � z ILL Lu L9 ~ L.L. -j (%) W Lu (,' (I) WU Y w W H O z � ul U) LU cl� I z w O I - U) U_ I J w Q CD n u Lu I w O w C x 0-cn JOB NO. 202196 SCALE 111 _ 50 I SHEET NO. 11 i I / TMP 45-73 � LUNINES, ZELDA E OR w WILLE LEE NININES = DB. 1056, PC. 607 TMP 45-74A WEBER, LEWIS A LIVING TRUST DATO EXISTING CULVERT -1.21 V �55 i2.6 MIN / TMP 41 � -- 711 OH �PR OH \ - OH -O_ - - WM - - x x x -- H x x OH - V / 1 TH pj,TJ 1 SCOTT R. LINSZ U No. 35791 '°,per 01/09/23 o � TMP 45-72 \ \ SIONAL E�C� RIVANNA WATER & SEWER AUTHORITY D.B. 768, PC. 277 i /l TMP 45-71RIVAN\ SEWER NAUTHORITY ��� D.B. 768, PC. 277 z LU \ =) > TMP 45-68E / U AC 2.211 LU(APPROX) WOOD, HUNTER W / Yl o�[ x / REVOCABLE TRUST / O < Z D.B. 5302, PC. 48 z U L006� \ x i - o o to Z Q k-x x% WOODBURN ROAD W U Ln Z O Z w m w - -_ --- = LU \ � - - - TMP 45-80 LOT z ROOFS WILL $1` 6 I LOTi r - L1�00 RIDGEWOOD MOTEL & 3 4 i' I L 6 . _ /a� CAPTURED BY POOF DRAINS a 3 - 1 ' OOF ' AND ROUTED TO STORM-- .. � MANOR LP I I - \ ZONING: R6 1 I LOT 7 I OOF D - SEWER VIA PRIVATE YARD `o 1 9 rt L 33 AYRAINS AS SHOWN. FOR i D.B. 5163, PC. 405 I LOT 8 I L ---- 1 3 LOTio OOF 25 3 �z I � I � , 1 TOWNHOMES HALF��E LOT ii L z LOT z $ LOT z8 L�9 0 1 3 ROPF'DRAITNOA��GE WILL BE o iz L1S i6 LOT3.LOTi8 , 9 Tzo Lzi 22 z zq 25 1OT / 'THEDRIVEWAYSTOWAO TOWARDS -° i 4 LOTi 3 ae N I e T STORM SEWER ALONG N N m \ e 1 7 HE PRIVATE ALLEY. i n m m - - 0 1N N rY 4 -- (28 TMP 45 68D1 - - - _ - -COMMONWEALTH H NIA VDOT RIGHT OF > WAY SECTION z � o ZONING Cl C7 0 O m R J w J BMER�� 3 ® CO AL Cyi I { L -- ' I I I I I I h I I I I I I --- . I ---LI- �1 II iI I I1 ILII ROOILII IF , �-P-�C. 514 �M oo 1$bLDINLG #3 8 ___L___ ---- 1Q4 UNITS - L___J-___L-_- ---J___L___J-___J-_-___L____-__---- BUILD NG #z Ln � w I ROOF1 I I I I 1 16 UNITS Cy CD ROOF 2 I II II II C3 O7 3 I I � I i �UILDING#x i I LOT n3 i i II 1 i i I I I (V 24UNITS N - I err 52oLU <Uj 5y2 d p-6 8 4 - ez - Ci C6 wrC e wauP 84� e yQ 530 3 f- / 6 - 4 LLJ o -14 530 - 5ti / 5z2' C _j o 41M® ------ _ I _ YD-UG � _ � / a � _ _ _ _ � Q C 2� �LU o _14A / 1 - - - - _ --- - -5- / -_� d, ------ _ ----- - 3 I\ OLU w11 _ �A won `^ Sib WAL d/ARTTMP 45 Q ° - _ - a ------------- -_-- - -_ ` BUSINESS ° 7 H � .. S10 •. � � SINESS Cl(C/ = Z I/ 526 _ -- - - - - - - - X v o S - P ' - 9 (( ��''� __----------- BERKMAR DRIVE - -• -- -- ��q ------ _ - -- -- o J � - - - -� TMP 45 68 \ \\ \� I Y w Q o - 0 RA • CHRISTOPHER B LLI > - - - - r 6� z ----- ---- 15"RCP ___7_ / �\�� o Al1AT ,SAND P, \ \ J / _-- X4 __-- _ _ ! �� cLEAso WWo - -------------- - Liw=Lm P C - / &USEPC. ~. //STATE RO� TR ES + 7/ ��_ - x - x D.B. 5376, PC. 608 J / / rLn L�� z ' 15' RCP LU LL - x�x� �II I� �/ / ' \ \ z EX3 T. .45-68C -- - x 71, / REALTY � C Pxx / / / / D.B. 1439, PC. 196 '' I V 10 x-x-x-x- Structure Area (Acres) Cyr tc (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 r 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 0.00 0.90 5.0 20 0.09 0.65 6.0 21 0.40 0.70 8.0 22 0.45 0.75 7.0 C` J I structure Area (Acres) Cw t. (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 I( ��1t� J Illlllp ZLUO N ( �( �V1 1/I 1111�11 - U) v 0 LU o J Q r o \ ( (D E E 30 0 5 GRAPHIC SCALE 20 o30 60 w d U o U JOB NO. 0 > 202196 IN FEET � 1 inch - 30 fL SCALE 1" = 30' 0 SHEET NO. m m 12 s TH0 C- 11 \ SCOTT R. LINSZ U� No. 01/09/23 �J IONAL / 40#� v �4*vv ■ / / v v / •mmommmom ou • i W w 5 / /• A • / = Tc=o.21 hrs. ' / / ' I \ z 12 F 54' OF OLF w/ A EL V. ' ' I \ w w Ego' OF CONC. FLOW / 0 ELEV.=1g' \ I O a 2 / \ u o / \ z owl \ . / ' I IMP 45-73 / > j a ■ HINES, ZELDA YAE OR CD a < F \ ■ ■ WILLE LEE HINES o - VDB. 1056, PC. 607 / U W w � \ / \ _ ■ �` TYP 45-74A l Ln °C / w c \ / ' WEBER, LEWIS A 1 \ 1 / _ \ ■ ■ ■ / LIVING TRUST/ ' Z ■ J / \ / n \ > _� ■ �_ e5 ATOEXISTING D' � o \ \ / ■ ■ �_ - CULVERT=i.23AC ' Q o \ - / \ / / / ■ ■ ■ ��� -- ---- Tc=12.6 MIN ' assetOH - OH WM - - / - J \ \ / Z' _____ _FFE= ' G _ _ ______ � \ sMT4534. BSMT4534.48 533.81 533.81 .67 � • I --_-- - 5 _ • BSMT=533.81 FF d544.67 LOT 1 BS T=533.81 3 FFE=549.67 - IMP 45-80 LOT 2 Bs T------- BSMT=533F = .6 . C'7 \ 1 = L 6 - - - _ RIDCEWOOMOTEL & 3 4 L -cyi MANORLP BETS EE A 86 LO - - - Cn \ ZONING.' RB \/ I BETWEEN F D BSMT I 7 SMT�34.50 F FE344 6 (V D.B. 50 PG. 405 I 9 L 8 LOT 6� BSMT= FFE= 45. I 534.50 BSMT= OTin 2 ' - ...... I 1 535.17 �V - � i o I L LOT ii Li O <. FFE=531.91 FFE-532.58 I I I ij 8 I GAR=531.58 I GAR=532.25 FFE=533.25 I I j---L_-_L---'�'----I---L___L-_ N \ 52 I I GARFFE==S 2Z 2 I .25 II -1--- / GAR=532.921 FFE=532.9 1 I GAR=532.921 FFE=533.25 I FFE=533.25 I N GAR=532.92 I GAR=532.92 I FFE=533.92 GAR=533.58 I GARW PUILDING #1 > Ay 24 UNITS i H Lu J J 2 530 W70m z l7 H LL- Emmm0 L9 TYP 45-8> 4 YD-UG O z THIRD MESA LLC / ` �� ---- --- - - - - 2 -- zo - r�s Q Lu v- ---S = Q rIn� U ~ LL.I TYP 45-112F2 ,(� � � •. - -- F- ■ ;Lu BERXYAR DEVELOPMENT LLC S _ 516 - - - _ w LL , zLL ul < a ___-------A ---- - ; ---- ------------ - ------ W � _ _ _ -_- - - �_----- _ - / _----"------- 0 15" RCP _____---- _ _ - __----- - - - U y v. - -_ - EX3 \\ _ Lu IMP 45-68C1 - TJ{�45-88C _ - - - MALLOY PROPERTIES -- t - - / / / / / / • �Xe Q G i III LLC REALTY CARP G % D. - - -� - - - _ _ - G TYP 45-45112B �� Z� I B. 14 96 39 PC 1 ' G- -_ B PROPERTIES LC �i \ l l l _ - - - 0 _ - - L r, TYP 45-112E ' A� ST O y BRIAN ✓ ,@ K VON ST GRAPHIC SCALE W 30 0 15 30 60 120 Ln ']JOB J NO. IN FEET) 000196 1 inch = 30 it. SCALE ill= 301 SHEET NO. 13 I Table 8: Pipe Design Table Design Year: 10 Project: Victorian Heights Job#: 202196 Prepared by: KKW,PE ,j, TH OF �Y ��C- O SCOTT R. LINSZ U No. 35791 °p 01/09/23�� ��s'SIONAL w w Z 7 Z N z O U 0 C C HO Z w c a ZWO > 3 > U w Q � JLU IY C Vl IY V) � Z0�Zo z ¢ O ¢ O U) U L U O U 3 W O z >- U u o Z O O to LOU w al c o `H7 LU 0 0ur) � ca m oc ¢ o W (n Q U J W U Z i y w a c z LU o w o w o 0 C 0 U c 0 U O N N M W n rn rn 0 o 0 c a N J U C Z� o Table 7: Grade Inlet Design Table M 0 M 3 y N 0 Q T z Q o � J N LU \N / /1 1-4 z� W J O c o J J _ a Table 6: Sump Inlet Design Table Q -� C w z I� 3 O J `- Q = Q V 2 W o U (�I ` ' u Y �1 Q o w z_ c W = o E Table 7: Grade Inlet Design Table Q z o Ul `D VJ U 0 z ��/I W L_L_ z Z W 0 z w z Z U) U J I� o J > Table 6: Sump Inlet Design Table a NW 0 L 1_ 0 o N n LL > �Q V N J __ U x u C_l u o E J U 0 w a ^ a w m d o U JOB NO. 202196 0 0 SCALE 1" = 30' 0 0 a SHEET NO. m �4 YARD DRAIN DRAINAGE DESCRIPTIONS $TR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION A2 CLEANOUT 531.81 8 188.13 6.00% 529.30 518.01 HDPE Al CLEANOUT 530.00 8 18.59 13.50% 516.01 515.50 HDPE UGD A3 CLEANOUT 528.00 8 85.04 2.00% 525.50 523.80 HDPE Al B2 CLEANOUT 525.80 8 167.36 1.20% 523.50 521.50 HDPE 61 CLEANOUT 533.00 8 18.67 8.03% 521.50 520.00 HDPE 14 CS 18" YARD INLET 519.83 8 58.53 0.51% 518.75 518.45 HDPE C4 CLEANOUT 520.25 8 32.17 0.62% 516.45 518.25 HDPE C3 CLEANOUT 522.00 8 57.25 0.61% 518.25 517.90 HDPE C2 CLEANOUT 524.00 8 15.49 0.65% 517.90 517.80 HDPE CIA 18" YARD INLET 521.50 8 28.93 0.52% 517.80 517.65 HDPE C1 18" YARD INLET 521.50 8 20.63 0.72% 517.65 517.50 HDPE 16 C7 18" YARD INLET 519.83 8 8.75 1.14% 518.55 518.45 HDPE D4 C6 18" YARD INLET 519.67 8 12.24 1.22% 518.40 518.25 HDPE C3 D2 CLEANOUT 528.00 8 10.00 10.00% 525.00 524.00 HDPE 23 D2 CLEANOUT 528.00 8 20.00 5.00% 525.00 524.00 HDPE 23 D1 CLEANOUT 524.00 8 50.00 50.00% 519.75 519.50 HDPE 24 E3 CLEANOUT 544.00 8 67.31 5.01% 539.00 535.63 HDPE E2 CLEANOUT 542.00 8 69.04 5.00% 535.63 532.18 HDPE E1 CLEANOUT 538.00 8 15.88 34.82% 532.18 526.65 HDPE 19 F2 CLEANOUT 543.00 8 125.93 1.59°h 541.00 539.00 HDPE F1 CLEANOUT 543.00 8 38.68 2.59% 539.00 538.00 HDPE 12 G1 CLEANOUT 544.00 8 50.00 4.00% 540.00 538.00 HDPE ,2 G2 CLEANOUT 545.50 8 60.00 3.33% 542.00 540.00 HDPE 13 H2 CLEANOUT 518.50 8 32.81 0.49% 516.00 515.84 HDPE H1 CLEANOUT 519.00 8 27.54 7.41% 515.84 513.80 HDPE 6 J2 CLEANOUT 521.00 8 47.93 2.34% 517.52 516.40 HDPE Ji CLEANOUT 519.00 8 6.57 5.94% 516.14 515.75 HDPE UGD K3 CLEANOUT 531.00 8 21.37 12.35% 527.64 525.00 HDPE K2 CLEANOUT 528.00 8 14.08 28.41% 521.00 517.00 HDPE 14B K1 CLEANOUT 528.00 8 44.48 9.42% 525.19 521.00 HDPE K2 K4 CLEANOUT 530.50 8 21.07 42.71% 525.00 516.00 HDPE 14 L3 CLEANOUT 518.83 8 61.32 0.54% 517.50 517.15 HDPE L2 CLEANOUT 522.00 8 97.49 0.51% 517.15 516.65 HDPE Li CLEANOUT 525.26 8 25.85 0.52% 516.65 516.50 HDPE 14 L5 CLEANOUT 519.75 8 7.87 1.27% 517.25 517.15 HDPE L2 L4 CLEANOUT 521.50 8 13.35 2.62% 517.00 516.65 HDPE Li PIPE DESIGN n=0.013forRCP n=0.012forHDPE PPe Hydrology Pipe � 2 U7 W m 3 � c a � � N E C m i; w 'o u d 3 � R E o w E d � m � u ¢ ¢ d 10 � l0 Y1 � � � m £ c o io c u £ 3 u E Y > > £ Pipe run: 13 -UGD 13 12 0.05 0.50 0.025 0.509 6.00 6.35 3.23 3.23 538.00 535.50 114.7 0.012 0.0218 15 10.33 7.40 0.26 12 11A 0.13 0.50 0.065 0.700 6.26 6.28 0.00 4.39 532.00 529.00 85.8 0.012 0.0350 15 13.08 9.50 0.15 11A 11 0.00 0.90 0.000 0.700 6.41 6.23 0.00 4.39 525.00 524.50 30.0 0.012 0.0167 15 9.03 7.30 0.07 11 10 0.00 0.90 0.000 0.700 6.48 6.21 0.00 4.39 524.40 522.10 143.0 0.012 0.0161 15 8.87 7.17 0.33 10 9 0.73 0.80 0.584 1.284 8.00 5.81 3.39 7.46 522.00 521.00 41.9 0.012 0.0239 15 10.81 9.50 0.07 9 8 0.00 0.90 0.000 1.284 8.07 5.79 0.00 7.46 519.00 517.50 59.2 0.012 0.0253 15 11.14 9.68 0.10 8 7 0.10 0.65 0.065 1.349 8.18 5.77 0.38 7.78 516.00 515.20 42.5 0.012 0.0168 15 9.60 8.70 0.08 7 6 0.12 0.85 0.102 0.000 8.26 5.75 0.59 7.78 515.10 514.50 40.7 0.012 0.0147 15 8.49 7.85 0.09 6 UGD 0.11 0.70 0.077 0.123 8.34 5.73 0.44 7.78 513.70 513.31 25.7 0.01 0.0152 15 8.63 7.95 0.05 Rpe run: 21 -UGD 21 20 0.40 0.70 0.280 0.280 8.00 5.81 7.46 1.63 533.00 528.00 89.1 0.013 0.0561 15 16.58 8.55 0.17 20 19 0.09 0.65 0.059 0.339 8.17 5.77 7.78 1.95 524.00 522.50 21.3 0.013 0.0704 15 18.56 9.58 0.04 19 18 0.00 0.90 0.000 0.504 8.21 5.76 7.78 2.90 518.56 518.35 41.8 0.012 0.0051 15 5.19 4.34 0.16 18 17 0.02 0.60 0.012 0.529 8.37 5.72 0.00 3.03 518.25 517.95 57.9 0.012 0.0052 15 5.44 4.54 0.21 17 16 0.41 0.75 0.308 1.174 8.58 5.68 1.75 6.66 517.85 517.40 81.1 0.012 0.0055 18 8.76 5.45 0.25 16 14 0.00 0.90 0.000 1.394 8.83 5.62 0.00 7.83 517.30 516.30 197.2 0.012 0.0051 18 8.80 5.62 0.58 14 14A 0.00 0.90 0.000 1.669 9.42 5.49 0.00 9.17 516.20 516.10 19.9 0.012 0.0050 18 9.55 6.15 0.05 14A 14B 0.00 0.90 0.000 1.669 9.47 5.48 0.00 9.17 516.00 515.03 81.1 0.012 1.2000 18 9.54 6.14 0.22 14B UGD0.90 0.000 1.721 9.69 5.43 0.00 9.35 514.93 513.87 151.8 0.012 0.0070 18 9.51 6.13 0.41 Pipe run: 24-19 24 23 0.05 0.70 0.035 0.080 6.00 6.35 0.22 0.51 519.33 519.09 48.3 0.01 0.0050 15 5.78 2.90 0.28 23 19 0.03 0.75 0.023 0.103 6.28 6.27 0.14 0.64 518.99 518.66 60.9 0.012 0.0054 15 5.07 2.83 0.36 Pipe run: 22-17 22 17 0.45 0.75 0.338 0.338 7.00 6.07 9.17 2.05 520.00 518.15 181.8 0.012 0.0102 15 7.00 4.95 0.61 Pipe run: UGD-OUT UGD 4 0.00 0.90 0.000 0.000 5.00 6.67 9.17 10.58 510.50 510.32 19.8 0.013 0.0091 18 10.86 7.00 0.05 4 3 0.00 0.90 0.000 0.000 5.05 6.65 9.35 10.58 510.22 509.00 120.8 0.013 0.0101 18 11.44 7.34 0.27 3 2 0.00 0.90 0.000 0.000 5.32 6.56 10.58 508.90 501.86 95.7 0.012 0.0736 18 30.86 15.76 0.10 2 1 0.00 0.90 0.000 0.000 5.42 6.53 0.00 10.58 499.15 496.40 45.6 0.012 0.0660 18 32.21 16.24 0.05 1 OUi 0.00 0.90 0.000 0.000 5.47 6.52 0.00 10.58 496.10 485.74 96.3 0.012 0.1003 18 33.26 16.55 0.10 Rpe run: 25-18 25 18 0.02 0.65 0.013 0.013 6.00 6.35 0.08 0.08 520.57 519.35 28.3 0.012 0.0430 15 14.16 2.96 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 0.01 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 ry O N L � C � � m tK 'w" + 0 'm o a � y � � � u'o 0 3 m c 3 $ a r2, N m c p c � x II N U C L 0 N,r N ` E pO CJ d O rA rn � rn ril' � J w Cf d � � 10 3B 4.0 0.73 0.80 0.584 2.34 0.00 2.34 0.0570 0.0200 2.0 0.0830 4.1500 6.61 0.78 3.5120 0.1463 0.1341 15.30 0.26 0.42 0.98 1.35 7 6 3B 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 3B 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 3B 12.0 0.12 0.85 0.102 0.41 1.35 1.76 0.0620 0.0200 2.0 0.0830 4.1500 5.86 0.84 3.5120 0.1463 0.1429 13.42 0.89 0.98 1.73 0.03 - 17 36 6.0 0.41 0.75 0.308 1.23 0.00 1.23 0.0260 0.0200 2.0 0.0830 4.1500 6.03 0.80 3.5120 0.1463 0.1371 9.12 0.66 0.86 1.05 0.18 22 See sag inlet comps for Ob 19 3B 4.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0600 0.0200 2.0 0.0830 4.1500 2.92 1.00 3.5120 0.1463 0.1663 5.52 0.72 1.00 0.27 0.00 - 18 3B 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 3B 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 3B 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 3B 8.0 0.05 0.70 0.035 0.14 0.00 0.14 0.0670 0.0200 2.0 0.0830 4.1500 2.23 0.99 3.5120 0.1463 0.1649 4.35 1.84 1.00 0.14 0.00 - 13 3B 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 3B 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 c W N � v N ems. _ W p C U W ''� c a m a o U N U N C �' d � p c � p o � u u m W � �_ N m c � m `m c 13 x � ii R ii � 3 N O � � II � c � �' a J ¢ U U o a o ur y > fn rA r w° (u rn J J w cr o u � 10 38 4.0 0.73 0.80 0.584 3.80 0.00 3.80 0.0570 0.0200 2.0 0.0830 4.1500 7.94 0.70 3.5120 0.1463 0.1224 19.82 0.20 0.33 1.27 2.53 8 6 3B 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 3B 10.0 0.10 0.65 0.065 0.42 2.53 2.95 0.0870 0.0200 2.0 0.0830 4.1500 6.67 0.78 3.5120 0.1463 0.1341 19.17 0.52 0.73 2.17 0.78 7 7 3B 12.0 0.12 0.85 0.102 0.66 0.78 1.45 0.0620 0.0200 2.0 0.0830 4.1500 5.44 0.87 3.5120 0.1463 0.1473 12.13 0.99 1.00 1.45 0.00 - 17 3B 6.0 0.41 0.75 0.308 2.00 0.00 2.00 0.0260 0.0200 2.0 0.0830 4.1500 7.23 0.72 3.5120 0.1463 0.1254 11.80 0.51 0.72 1.44 0.56 22 See sag inlet comps for Ob 19 3B 4.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0600 0.0200 2.0 0.0830 4.1500 3.50 1.00 3.5120 0.1463 0.1663 6.77 0.59 0.80 0.35 0.09 - 18 3B 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 3B 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 3B 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 3B 8.0 0.05 0.70 0.035 0.23 0.00 0.23 0.0670 0.0200 2.0 0.0830 4.1500 3.51200.14630.16345.37490 0.23 0.001338 6.00.05 0.50 0.025 0.16000 0.160.00600.02002.00.08304.1500 N2.16840�98 0.97 3.51200.14630.16192.272.641.000.160.0012 3B 6.0 0.13 0.50 0.065 0.42 0.00 0.42 0.0060 0.0200 2.0 0.0830 4.1500 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 (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 � 5 ui 0 � C N C N � N O. s v s u 3 O N o o � o � a rn a o m ° 3 m o n x w 3 m p � s w E a > � ¢ U U d Cf d rn « W v a r IY all 0.45 0.75 0.338 1.35 0.18 1.53 0.0010 0.0300 2.0 0.0830 2.7667 8.92 0.62 Carry overflow from Sir. 17 22 DT38 12.0 combined flow 1.5 0.12 0.266 4.07 all 0.40 0.70 0.280 1.12 0.00 1.12 0.0010 0.0200 2.0 0.0830 4.1500 10.72 0.95 21 DT3C 12.0 combined flow 1.1 0.12 0.258 5.90 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 x � ui m U � c c v w m c � o c x N � ut 3 y 3 �^ O N t � �' t u u 3 0 � A c u o 0 0 0 3 u 1c m w c° n p 4 m 'f= o a m 0 I] ¢ W t E a > � ¢ U U O d d rn v a � IY all 0.45 0.75 0.338 2.19 0.56 2.75 0.0010 0.0300 2.0 0.0830 2.7667 10.70 0.55 Carry overflow from Sir. 17 22 DT3B 12.0 combined flow 2.8 0.21 0.469 7.16 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 DF3C 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 1j O 00 O 00 O 00 O .t 01 O W 01 O S l0 O 00 O O l6 Or Ol OO Ln Ln Ln Ln Ln Ln H L 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 LBERKMAR DRIVE SIGHT DISTANCE 16+oo 16+5o 17+00 17+50 550 545 545 T. OF OBJ=3.5' EXISTING GRADE (TYP.) 540 �S�GHTO/ST A _ _ 54 o \ ago _ \ 535 535 SIGHT LINE (TYP.) HT�QF � EYE=3. ' 530 530 T 5�5 525 520 520 PROPOSED GRADE (TYP. 5�5 515 510 HT. OBJ=3.5' OF 510 505 505 01 00 0 00 0 O l0 O m l0 H O ci l 0 M NN O'i dMril 001 N�Ltl N N.Vt N1 N3 N N NS ry It ei m d M 06 cy) M 6 � M O M N~ Ol t0 N 6 N N 01 l6 1 1 Ln M l(1 M V1 4n In N1 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 1200i - - _ 535 530 �' / 530 15° OPEYE- HT. OF 5 / pl / ROPOSED GRADE (TYP.) 525 OWN° / 525 520 / 520 / / / 515 / 515 / EXISTING GRADE (TYP.) / 510 510 505 505 500 500 l0 ^ 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 LLn lmll 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PERSEUS LANE SIGHT DISTANCE SCOTT/R. MbLLINS'Z No. 35791 6/27/22 0 z w o w /A w fic Vl cc U) Z o � m z � 0 Q 0 O H U O w � z Z > U Z U Z LOU H O 1n U) a > m W Ww U) LU Ine < z U) > z . LU K 0 Ch co m CV co co i Lu m 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 � W" Y LU w = z � Ul U) Q —a DC LU Z w O — (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 3.38 Conservation Plan Notes: I � ; I / / DOUBLE STRAND#12 GAUGE WIRE NOTES: 1992 � WITH RUBBER HOSE & TURNBUCKLES 1. SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MA KED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO / � /' ANNUAL RYEGRASSBYERNSTCONSERVATION SEEDS (ITEM NUMBER: ERNMX-181)ATA EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE 2"x2"HARDWOOD STAKE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.t RATE OF 6o LBS. PER ACRE, OR 1 LB. PER i,000 SF, UNLESS SPECIFIED BY OTHERS. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED CUT& REMOVE BURLAP FROM TOP GRASS MIX IN THESE AREAS SHALL PROVIDE PERMANENT STABILIZATION AND SHALL / WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 1/3 OF BALL AS SHOWN NOT REQUIRE MOWING. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE l SCARIFY SUBSOIL TO4"MIN. DEPTH 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. _� / � MULCH SAUCER MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS / AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / J FINISHEDGRADE HEALTH OF THE PLANT. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND I REES UPTO 4" CAL. SHALL BE STAKED. 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN / PROTECTED. a/3HT.OFTREE TREES4"CAL.ORLARGERSHALLBE ASSOCIATIONOFNURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN / GUYED WITH 3 EQUALLY SPACED 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR TWISTED, #12 GAUGE WIRE WITH HOSE ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. AND TURNBUCKLES. LOOP HOSE ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER SEWER ELECTRICAL CABLE TELEPHONE OR OTHER UTILITY / — _ LL=III- AROUND —_ — AS TRUNK ABOVE BRANCHES SHOWN, FLAG WIRES WITH LANDSCAPE DESIGNERSAND THE VIR INIA CHAPTER OF AMERI AN SOCIETY F SC G C O C SOC 0 SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM -III=III III COURVEY TAPE. REFER TO SPECS LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN � FOR ADDITIONAL INFORMATION. DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE / ✓ =III DEPARTMENT OF TRANSPORTATION. PRESERVED AND PROTECTED. 3'AWAY 4. ALL TREES SHALL BE PLANTED A MINIMUM OF AWAY FROM ANY SIDEWALK, CURB, OR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE II=„III III— AMENDED SOIL MIX ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR / COMPACTED SUBGRADE ON AVERAGE So' O.C. AND S'-1o' FROM PROPOSED UTILITIES. SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP / Tree Planting and Staking Detail / WITHIN THE DEVELOPMENT OR A PHASE THEREOF. AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / Not To Scale 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY 0. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' THE FINAL EAN-UP. - _ bill 6'x $'LANDSCAPE& / ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL 6'xTLANDSCAPE& — _ —OH MAINTENANCE EASEMENT SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. MAINTENANCE EASEMENT INST. #: °H —6' INST. #: / 7. ALL LANDSCAPING ON PRIVATE LOTS SHALL BE PLACED WITHIN A xi 'LANDSCAPE & 3 G x S' LANDSCAPE & MAINTENANCE EASEMENT _ OH - x— �(�7-I LANDSCAPING EASEMENT. MAINTENANCE EASEMENT I— INST.#: � x—x—x—x—x—x—x—x— _ x—X / 6'x 'LANDSCAPE& 7 / MAINTENANCE EASEMENT _ - INST.#: — — — FENCING AND I� I � / ORP UM SNOW na. ` I RINC y �+ CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE MAINTENANCE EASEMENT iIVA _ �N IIIIIIImIIIIg-�/ S ,y •••• . • • 1 •. •' _ - BIMINI EMAW11140 11 MEN I�- —. WIDTH LANDSCAPE &JIM— a - � Wail �MAINTENANCE EASEMENT ��►31®LR®l_ _ ryr' • r�i�Iy �■ ��.......�w Ai � � I►Llr' • •-"rY • • •••• • �� _ • I • • 1• • • • •i� 33 LOT lo LOT 12 LOT LOT ••• • • �A I • - I I I ,1 1 I � r Ii �i r t SCOTT7R. 01,�LLINS'Z No. 35791 01/09/23 AJ 0 0 w > C oLU v w i /A w of Y/ _1 [ Z Z U � m 2:e O ¢ o i '■■' O U ; AREA o.iiA FUTURE LOCATIONS OF INTER -PARCEL CONNECTION rPROPOSED 28' � , ■ - �1�� ,a®I��,���.. �� 1 III/I� �li� � ���... � —� . ,, ��pl_�,Illf:fll :::::.:...::. ::::Inh:.nr...-:: ��� � I� © � 3 � I I1�11���®�®cam _ s� � '� r � r ' ��A_ � _■ ■ � I - ■ ®G �� E� �� ••••• ACCESS ES • / - �. iBN � .r� r — 1 •sill , . .. I �t I : • .� IFi i 1liv- I� • BUILD�NG 9 CA' �► �� JU ', Ali .I , a a= �. �� 4 �b ^ ► 6 UNITS _ '� r �iAiiiiiliou■■ice- -- ems— ' 1, — iiiu■■► 11117191 � WIN �A,IViyu, �"��_ . ►1 //ff11 . _ 1 �_ �_ I �iiiiilili !C _ f .„® O II � I ��' y - Mir ii• �e v—�®��� � � I� ME—so®®—�91i—_=®-��—f�i �� >'. � .- •� 1�TIIli* � I )sir ,���%�I� {III i. _ I� Illy-' � • �� I 1 !i �� ����F�"�_�� ,,;_ .. — ;� , `�• - ,` • •1—� •<•y". .i�17o�hd•.1i(•liliL�Tdli� , ..10 • Oil ' A�° u C ,.1•a■A1 !I � Ali ' '. L` "�►)� 4 .:+ '. n A � III `•�ia .. ---- • • ' ---'.�F�I�i�.+1•' Q •,� � - - - � ' III url � o - ��FILSd�Il�" - " ,. ' ` Q ,: = a ��`� • i _ • . 11 E �� \\\now K ' ,a i'� : :�.�� _ fir, �—� \� — , • +! — — fH-------------- 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 -------- ---- 50'PUBLIC R/W- --- --- -- NOTE: PROPOSED SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE he r ` 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 1 397 1 24 1 9528 QP QUERCUS PHELLOS IWILLOWOAK 2" CAL 1 370 21 7770 LS LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' IROTUNDIL013A SWEETGUM I 2"CAL 1 206 11 2266 QB QUERCUS BICOLOR ISWAMP WHITE OAK 1 11/2" CAL 1 299 8 1 2392 EVERGREEN TREES PA IPICEA ABIES INORWAYSPRUCE I 4-5'HT 1 41 1 10 1 410 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 1 6 HT 1 124 1 11 1 1364 SHRUBS CA ICALLICARPA AMERICANA JAMERICAN BEAUTYBUSH 1 24" HT 1 12 1 91 1092 IG JILEX GLABRA'SHAMROCK' IINKBERRY HOLLY 1 24" FIT 1 23 39 897 NHD INANDINADOMESTICA IHARBOUR DWARF NANDINA 24" FIT 1 156 42 6552 TOTAL: 33297 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. Evergreen Tree Planting Detail Not To Scale 1 — — X X �X �X X�X X X X TREES UP TO 4" CAL. SHALL BE STAKED — X WITH 2-2"x2" 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"x2" 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 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 740 LANDSCAPING REQUIRED 15 LARGE SHADE TREES LANDSCAPING PROPOSED 15 LARGE SHADE TREES BERKMAR DRIVE 800 LANDSCAPING REQUIRED 16 LARGE SHADE TREES LANDSCAPING PROPOSED 20 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 24,756 SF ID All trees to be saved shall be madced with print or ribbon at a height clearly visible to equipment operators. J EI No grading shall begin until the tee maddng has been inspected and approved by a County Inspector. 7 3. Pre-0onsmuetfon Conference: U) t L7 Tree preservation and protection mereures shall be reviewed with the contactor on site ; I� d. Equipment Operation and Storage: � Heavy equipment,veiticWar traffic and storage ofconstruction maaaialsiacluding soil shall not be permitted within the driplincs ofirees W �/ LL I to be saved_ Z W 0 t t S. Soil Erosion and StorsnasUr Detention Devices: LI Such devices shall not adversely affect trees robe saved. I 6. Eirea U) r LI Firm are not permitted within 1 W feet ofthe dnpline of has to be saved. v ' ~i 9. Toxic Materials: ® F \ / Toxicmaterials shall not be sforai within 100 feet ofthe driptine of Nees to be saved. � S. Proteethe Pencioe: LI Trees to be retained within 40 feet of a proposed building orgrading activty shall be protected by feasting. ZI Fenang shall be in place and slid] be inspected and approved by a Count) Inspector prior to grading or cunshuctim. I..1- 9. To. Well,: LI When the ground level must be raised within the dripline of a tree to be saved, atree welt shad be provided and a construction detail submitted for approval. 11. Tree Walls: LI When the ground level suet be lowered within the dripline a tee to be saved, a tree wall shag be provided; and a construction detail subndtted for approval. 111 11. Trenchine and Tunneline: 0 When trenching is required witrsi.-r the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative whenit is anticipated that necessary trenching will destroy feeder roots. 1•^. Cl ® protective fencing shall be the last items removed during the final cleanup i— I3. Damaeed Tress: w H ® Damaged trees stall a treated inmediately by penning, fertilization or other methods recommendedby a tree spedalist. ^O w NOTE: Ii IS THE DEV OPER'S RESPONSIBILITY TOCONE THE COMRACTORON TREE CONSERVATION d [n REQUTAEMENTS.ENiS. JOB NO. 6/27/2022 202196 OWNER SIGNATURE (DATE) CONTRACT PURCHASE Ii SW ♦S IT titE (DATE) 5/1/06 Pape 1 of 1 SCALE ill _ 301 SHEET NO. 16 i 0 rn m CV N O N 0 z 0 U N O 0 r7 N 0 0 U N 0 0 N L0 O ABBREVIATIONS (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) Existing Symbology ASH ASH TREE BCH BEECH TREE CB COMMUNICATION BOX X X FB FIBER BOLLARD FH FIRE HYDRANT G G GV GAS VALVE HIC HICKORY TREE 3�0 INV INVERT - - - - - 371 - - IF IRON FOUND MON MONUMENT OH OH MB MAILBOX MAP MAPLE TREE MNF MAG NAIL FOUND PAR PARADISE TREE PF PIPE FOUND SFM SFM RO RED OAK S S RCP REINFORCED CONCRETE PIPE S SIGN D D TR TRANSFORMER TP TELEVISION PEDESTAL T T UP UTILITY POLE WO WHITE OAK WM WATER METER E E WMH WATER MANHOLE WV WATER VALVE W W 12TREE25 12" TREE 25" CROWN SPREAD +540.50 TRAVERSE AND TEMPORARY BENCHMARK SUMMARY DATA TBM# NORTHING EASTING ELEVATION GPS-1 3922839.49121 11491521.45030 542.65 T-2 3922970.17561 11491599.65465 542.20 T-14432 3922791.94866 11491424.77300 541.83 T-14496 3922641.56667 11491284.88824 543.73 CP-6083 3922685.83539 11491341.04229 542.26 CP-31 3922496.86761 11491053.42071 549.62 ALL CONTROL POINTS SHOWN IN TABLE ABOVE ARE ALONG WOODBURN AND ARE COMPRISED OF 6 INCH NAILS WITH FLASHERS. LEGEND Proposed Symbology (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) EASEMENT EDGE OF PAVEMENT FENCE GAS MAJOR CONTOUR MINOR CONTOUR OVERHEAD WIRES PROPERTY LINE RIGHT OF WAY SANITARY FORCE MAIN SANITARY SEWER STORM DRAIN TELEPHONE TREELINE UNDERGROUND ELECTRIC WATER SPOT ELEVATION BUSH WATER MAIN MANHOLE • FITTING �TH-1 TEST PIT SURVEY GENERAL NOTES 1. THE BASE FILE INFORMATION FOR THIS DESIGN PLAN WAS PROVIDED BY COLLINS ENGINEERING FROM THE VICTORIAN HEIGHTS FINAL SITE PLAN, DATED 3/4/2022. 2. THE SUPPLEMENTAL TOPOGRAPHIC SURVEY WAS PREPARED FOR: WHITMAN REQUARDT & ASSOCIATES, LLP. 3. THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP 51003CO280D DATED: FEBRUARY 4, 2005. 4. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JANUARY 20, 2022; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 6. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 7. BOUNDARY AND EASEMENTS SHOWN PROVIDED BY RINKER DESIGN ASSOCIATES P.C. 8. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. RIVANNA WATER Et SEWER AUTHORITY (RWSA) GENERAL WATER AND SANITARY NOTES 1. THE WOODBURN ROAD 36" RAW WATER MAIN CONSTRUCTION PLANS IS A SUBSET OF THE VICTORIAN HEIGHTS SITE DEVELOPMENT PLANS DESIGNED BY COLLINS ENGINEERING FOR RIVERBEND DEVELOPMENT (DEVELOPER). 2. THIS SUBSET PLAN DOES NOT INCLUDE A MAINTENANCE OF TRAFFIC PLAN NOR ROADWAY IMPROVEMENTS FOR THE WORK ALONG WOODBURN ROAD. THE CONSTRUCTION SEQUENCE OF THE 36" RAW WATER MAIN SHALL BE INCORPORATED IN THE OVERALL MAINTENANCE OF TRAFFIC PLAN AND ROADWAY IMPROVEMENTS ALONG WOODBURN ROAD FOR THE VICTORIAN HEIGHTS SITE DEVELOPMENT PLANS BY COLLINS ENGINEERING. RWSA IS NOT RESPONSIBLE FOR OBTAINING A VDOT LAND USE PERMIT FOR THIS WORK. 3. THIS SUBSET PLAN DOES NOT INCLUDE EROSION AND SEDIMENT CONTROL MEASURES NOR INFORMATION OR CALCULATIONS FOR COMPLIANCE WITH THE VIRGINIA STORMWATER MANAGEMENT PLAN. THE CONSTRUCTION OF THE 36" RAW WATER MAIN SHALL BE INCORPORATED IN THE OVERALL EROSION AND SEDIMENT CONTROL PLAN AND COMPLIANCE WITH THE VIRGINIA STORMWATER MANAGEMENT PLAN FOR THE VICTORIAN HEIGHTS SITE DEVELOPMENT PLANS BY COLLINS ENGINEERING. 4. ALL MATERIALS AND METHODS OF CONSTRUCTION PERFORMED ON RWSA FACILITIES AS PART OF THIS WORK SHALL COMPLY WITH THE LATEST VERSION OF THE RWSA'S GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 5. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION PERFORMED ON RWSA FACILITIES AS PART OF THIS WORK. PROVIDE SUBMITTALS FOR ALL MATERIALS REQUIRED FOR THE WORK IN THIS SUBSET PLAN FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS, 6. COORDINATE SHUTDOWNS AND TIE-IN CONNECTIONS WITH RWSA'S INSPECTOR. RWSA PRESENCE DURING SHUTDOWNS AND TIE-INS ARE REQUIRED. ALL RWSA VALVES SHALL BE OPERATED BY RWSA. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 8. RWSA ENGINEER (SCOTT SCHILLER AT (434) 977-2970 EXT. 206) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 9. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 10. MANHOLES MUST BE TESTED BY VACUUM TESTING. INSTALLATION AND OPERATION OF VACUUM TESTING EQUIPMENT AND INDICATING DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C1244 AND PER RWSA GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS. 11. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 12. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 13. THE WATERLINE SHALL BE INSTALLED WITH NO LOCAL HIGH POINTS. THE WATERLINE SHALL BE INSTALLED AT THE ELEVATIONS AS SHOWN ON THE PLANS. 14. ALL PIPE AND FITTINGS ARE RESTRAINED. NO THRUST BLOCKS ARE REQUIRED UNLESS DICTATED BY FIELD CONDITIONS AND PRE -AUTHORIZED BY THE RWSA OR THEIR DESIGNATED REPRESENTATIVE. REFER TO RWSA STANDARDS. 15. NO BLASTING SHALL BE PERMITTED FOR THE 36" RAW WATER MAIN INSTALLATION. 16. ROCK REMOVAL AND DISPOSAL: THE REMOVAL AND DISPOSAL OF ALL SOLID ROCK THAT CANNOT BE EXCAVATED WITHOUT CONTINUOUS AND SYSTEMATIC DRILLING OR CONTINUOUS USE OF ROCK EXCAVATION EQUIPMENT. BOULDERS 1/2 CUBIC YARD OR MORE IN VOLUME, SOLID ROCK, AND ROCK IN LEDGES ARE TYPICAL OF THIS MATERIAL. TRENCH WIDTH AND EXCAVATION LIMITS FOR PAYMENT - THE FOLLOWING DEFINES THE EXCAVATION LIMITS FOR MEASUREMENT AND PAYMENT FOR ROCK AND HARDPAN REMOVAL AND DISPOSAL: 16.1 ROCK AND HARDPAN - WATER MAIN TRENCH SHALL BE MEASURED ACCORDING TO THE ACTUAL DEPTH OF THE ROCK TO THE INVERT OF THE PIPE PLUS THE SIX-INCH (6") BEDDING DEPTH BELOW THE INVERT TO THE TRENCH SUBGRADE ELEVATION, THE ACTUAL LENGTH OF THE TRENCH AND THE WIDTH OF THE TRENCH. THE MINIMUM TRENCH WIDTH SHALL BE THE NOMINAL DIAMETER OF THE PIPE PLUS 24 INCHES. THE MAXIMUM TRENCH WIDTH FOR PAYMENT OF ROCK REMOVAL SHALL BE THE NOMINAL DIAMETER OF THE PIPE PLUS 36 INCHES. MANHOLE AND STRUCTURE EXCAVATION SHALL BE FOR THE DEPTH ENCOUNTERED INCLUDING THE BASE AND SIX-INCH (6") CUSHION. THE HORIZONTAL DIMENSIONS SHALL ASSUME A SQUARE EXTENDING ONE FOOT BEYOND THE EXTERIOR WALLS OF THE STRUCTURE WHEN FORMING IS NOT REQUIRED AND TWO FEET WHEN FORMING IS REQUIRED. NO ADDITIONAL QUANTITIES ARE CONSIDERED FOR PAYMENT OF ROCK EXCAVATION FOR THE RWSA'S WATER MAIN OR ITS ASSOCIATED STRUCTURES. WHERE THE ACTUAL TRENCH WIDTH IS NOT AN EVEN FOOT OR HALF -FOOT, THE WIDTH FOR COMPUTING QUANTITIES SHALL BE INCREASED TO THE NEAREST FOOT OR HALF -FOOT. 16.2 UNAUTHORIZED EXCAVATION CONSISTS OF REMOVAL OF MATERIALS BEYOND INDICATED ELEVATIONS OR SPECIFIED WIDTHS, WITHOUT WRITTEN APPROVAL OF THE RWSA. UNDERCUT EXCAVATION QUANTITIES (BELOW WATER MAIN TRENCH OR STRUCTURE SUBGRADE) SHALL BE COMPUTED SEPARATELY. 16.3 HARDPAN OR ROCK EXCAVATION SHALL NOT BE BACKFILLED UNTIL THE RWSA OR ITS DESIGNATED REPRESENTATIVE HAS VERIFIED THAT SUCH EXCAVATION WAS REQUIRED AND HAS DETERMINED THE HARDPAN OR ROCK PROFILE. 16.4 UNSUITABLE MATERIAL - SOIL, ROCK, HARDPAN OR OTHER EXCAVATED MATERIAL ARE NOT ACCEPTABLE FOR TRENCH BACKFILL AS DETERMINED BY THE RWSA'S INSPECTOR OR DESIGNATED REPRESENTATIVE. THE VOLUME SHALL BE COMPUTED BASED ON THE COMPUTATION FOR EXCAVATION QUANTITIES. 17. WHEN CROSSING EXISTING WATERLINES, CONTRACTOR SHALL POTHOLE THE WATERLINE IN ADVANCE TO ENSURE THAT THERE WILL BE NO CONFLICT OR UNDERMINING OF EXISTING THRUST RESTRAINTS OR ANCHORS AND DESIGN CLEARANCES ARE MAINTAINED. NOTIFY THE RWSA IMMEDIATELY IF THESE CONDITIONS ARE NOT PRESENT OR MET. 18. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED #68 OR #57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 19. CONTRACTOR TO PROVIDE A PLAN FOR SUPPORTING THE EXISTING 24" AND 36" WATER MAINS (WHICH WILL REMAIN IN SERVICE) WHEN EXCAVATING UNDERNEATH THEM. SUPPORT SYSTEM SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. 20. DISINFECTION AND BACTERIOLOGICAL TESTING ARE NOT REQUIRED FOR THE RAW WATERLINE. 21. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED AND FLUSHED. PRESSURE TEST TO 200 PSI FOR 2 HOUR PER RWSA STANDARDS. ALLOWABLE LEAKAGE SHALL BE AS STATED IN RWSA STANDARDS. PRESSURE TEST TO BE WITNESSED BY RWSA. WATERLINE SHALL BE LEFT FULL OF WATER FOLLOWING ACCEPTANCE OF PRESSURE TEST. RIVANNA WATER &t SEWER AUTHORITY (RWSA) GENERAL WATER AND SANITARY NOTES (CONT'D) 22. HIGH VELOCITY FLUSHING MAY NOT BE POSSIBLE. CONTRACTOR SHALL SUBMIT PLAN FOR FLUSHING, PRESSURE WASHING (JETTING), OR CCTV TO DEMONSTRATE CLEANLINESS OF COMPLETED WATER MAIN INSTALLATION. CONTRACTOR SHALL KEEP PIPE CLEAN AND DRY AT ALL TIMES DURING CONSTRUCTION. AT THE END OF EACH WORK DAY, CONTRACTOR SHALL PLUG EACH END OF THE WATERLINE WITH A WATERTIGHT INFLATABLE PLUG OR CAP TO PREVENT TRENCH WATER, ANIMALS, AND/OR DEBRIS FROM ENTERING THE PIPE. 23. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 24. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 25. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. MATERIAL AND CONSTRUCTION NOTES 1. WATER MAIN BEDDING AND BACKFILLED FOR OPEN -TRENCH CONSTRUCTION SHALL BE IN ACCORDANCE WITH DETAIL WATER 1 ON DRAWING 3 OF 3 OF THIS PLAN SUBSET. 2. ALL WATERLINES SHALL BE DUCTILE IRON PIPE. IT SHALL BE CENTRIFUGALLY CAST PIPE MANUFACTURED IN ACCORDANCE WITH AWWA/ANSI C151/A21.51-02 OR CURRENT REVISION. THE JOINTS SHALL BE RESTRAINED OR MECHANICAL JOINT IN ACCORDANCE WITH AWWA/ANSI C111/A21.11-00 OR CURRENT REVISION. ALL DUCTILE IRON PIPE SHALL HAVE A CEMENT MORTAR LINING IN ACCORDANCE WITH AWWA/ANSI C104/A21.4-03 OR CURRENT REVISION. DUCTILE IRON PIPE SHALL HAVE A MINIMUM WALL THICKNESS EQUIVALENT TO SPECIAL THICKNESS CLASS 52 IN ACCORDANCE WITH AWWA/ANSI C151/A21.51-02. FOR 36" NOMINAL PIPE DIAMETER, MINIMUM PIPE THICKNESS SHALL BE 0.53 INCHES. PIPING SHALL ALSO HAVE AN EXTERIOR ZINC COATING FOR CORROSION CONTROL APPLIED AT 200 G/SQUARE METERS OF PIPE SURFACE AREA. AN ASPHALTIC TOPCOAT SHALL BE APPLIED TO THE ZINC COATING PER AWWA C151. DUCTILE IRON PIPE SHALL BE MANUFACTURED BY AMERICAN DUCTILE IRON PIPE, US PIPE AND FOUNDRY, OR APPROVED EQUAL. 3. DUCTILE IRON FITTINGS SHALL HAVE STANDARD MECHANICAL JOINTS MANUFACTURED IN ACCORDANCE WITH AWWA/ANSI C110/A21.10-03 OR CURRENT REVISION OR AWWA/ANSI C153/A21.53 OR CURRENT REVISION. ALL FITTINGS SHALL BE CEMENT MORTAR LINED INSIDE IN ACCORDANCE WITH AWWA/ANSI C104/A21.4-03 OR CURRENT REVISION. FITTINGS SHALL ALSO HAVE AN EXTERIOR ZINC COAT AND AN ASPHALTIC TOPCOAT APPLIED TO THE ZINC COATING PER AWWA C151. DUCTILE IRON FITTINGS SHALL BE MANUFACTURED BY AMERICAN DUCTILE IRON PIPE, US PIPE AND FOUNDRY, OR APPROVED EQUAL. 4. ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH AN 8-MIL (MINIMUM) POLYETHYLENE ENCASEMENT FOR CORROSION CONTROL. POLYETHYLENE ENCASEMENT SHALL BE ENHANCED V-BIO OR APPROVED EQUAL. WRAP SHALL OVERLAP 1 FOOT AT EACH SEAM AND BE SEALED WITH TAPE AS APPROVED BY MANUFACTURER. 5. THRUST RESTRAINT FOR WATER MAINS SHALL BE PROVIDED BY MECHANICAL JOINT RESTRAINT GLAND AS MANUFACTURER BY EBAA IRON INC. SERIES 1100 OR APPROVED EQUAL OR BY APPROVED PROPRIETARY RESTRAINED JOINT FROM THE PIPE MANUFACTURER. ALL JOINTS ARE RESTRAINED UNLESS OTHERWISE NOTED. 6. MARKING TAPE SHALL BE TWO (2) INCH WIDE MINIMUM SIZE BLUE COLORED NON-METALLIC WATER MARKING TAPE SHALL BE BURIED AT A DISTANCE OF APPROXIMATELY TWO (2) FEET BELOW GROUND AND DIRECTLY OVER ALL WATER MAINS TO ALERT WATER CONSTRUCTION AND MAINTENANCE CREWS THAT A WATER PIPE IS BELOW. THE MARKING TAPE SHALL BE CONTINUOUS AND SHALL STATE "BURIED WATER LINE BELOW." MARKING TAPE DISTURBED DURING THE COURSE OF CONSTRUCTION ON EXISTING WATERLINES SHALL BE RESTORED TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE PROJECT INSPECTOR. MARKING TAPE SHALL BE AS MANUFACTURED BY ALLEN SYSTEMS, HARRIS INDUSTRIES, INC., OR APPROVED EQUAL. 7. TRACE WIRE SHALL BE INSTALLED WITH ALL WATER MAINS AND APPURTENANCES. THE TRACE WIRE SHALL BE TEN (10) GAUGE MINIMUM (AMERICAN WIRE GAUGE) SOLID COPPER WITH THERMOPLASTIC INSULATION RECOMMENDED FOR DIRECT BURIAL. THE WIRE SHALL BE SECURED TO THE BURIED PIPE AND SHALL EXTEND CONTINUOUSLY AND UNBROKEN, FROM POINT OF ACCESS TO POINT OF ACCESS. THE ENDS OF THE WIRE SHALL TERMINATE WITH A MINIMUM OF SIX (6) FEET OF WIRE, COILED, REMAINING AVAILABLE AT ALL ACCESS POINTS INCLUDING THE AIR RELEASE/AIR VACUUM ASSEMBLY MANHOLE. IN GENERAL, TRACER WIRE ACCESS POINTS SHALL BE IN AIR RELEASE/AIR VACUUM ASSEMBLY MANHOLES, AND IN DEDICATED VALVE BOX ASSEMBLIES WITH FOAM DEBRIS PLUGS AND NOT CO -LOCATED WITH VALVE STEMS. ALL SPLICES SHALL BE MADE WITH DIRECT BURY, WATERPROOF SLICE KITS OF ADEQUATE SIZE TO ACCOMMODATE REQUIRED WIRE AND ACCEPTABLE TO THE MANUFACTURER. CONTRACTOR SHALL PERFORM A CONTINUITY TEST ON ALL TRACE WIRE IN THE PRESENCE OF RWSA STAFF. 8. THE DOGHOUSE MANHOLE SHALL BE PRECAST, FLAT TOP STYLE WITH DOGHOUSE MANHOLE BASE AND RISER SECTIONS. FRAME AND COVER SHALL BE INCLUDED WITH MANHOLE AND SHALL HAVE THE WORD, WATER, CAST ON IT. THE DOGHOUSE MANHOLE SHALL BE IN ACCORDANCE WITH DETAIL 3-1 ON DRAWING 3 OF 3 OF THIS PLAN SUBSET. 9. AIR RELEASE AND AIR VACUUM VALVE (AR/AV) ASSEMBLY SHALL CONSIST OF A TAPPING SADDLE, CORPORATION STOP, RISER PIPE, BALL VALVE, AND FITTINGS LOCATED INSIDE OF THE PRECAST CONCRETE DOGHOUSE MANHOLE. THIS ASSEMBLY SHALL BE INSTALLED FOR A FUTURE INSTALLATION OF AR/AV VALVE BY OTHERS. THE TAPPING SADDLE SHALL BE SMITH BLAIR, ROMAC, OR APPROVED EQUAL. TAPPING SADDLE AND BALL STYLE VALVES SHALL HAVE A PRESSURE RATING OF 300 PSI. THE RISER PIPE SHALL BE TYPE K COPPER PIPE AND FITTINGS SHALL BE BRASS OR BRONZE, SEE DETAIL 3-1 ON DRAWING 3 OF 3 OF THIS PLAN SUBSET. 10. A BLOW -OFF ASSEMBLY FOR FLUSHING AND DRAINING AT EACH END OF THE RAW WATER MAIN SHALL BE INSTALLED. BLOW -OFF ASSEMBLY SHALL CONSIST OF 2" THREADED PIPING AND 2" GATE VALVE. THE THREADED PIPING SHALL BE BRASS AND CONNECTED TO THE END OF THE 2" THREADED OPENING ON THE 36" PLUG OR CAP AT EACH END OF THE 36" RAW WATER MAIN. THE 2" GATE VALVE SHALL RECEIVE A THREADED CAP OR PLUG FOLLOWING THE COMPLETION OF ALL REQUIRED TESTING. THE BLOW -OFF ASSEMBLY SHALL BE WRAPPED UP IN POLYETHYLENE ENCASEMENT UPON COMPLETION AND ACCEPTANCE OF FLUSHING/TESTING OF THE 36" RAW WATER MAIN. NO VALVE BOX IS REQUIRED FOR THE 2" GATE VALVES. THESE PLANS ARE A SUBSET TO THE VICTORIAN HEIGHTS CONSTRUCTION PLANS SITE PLAN # 17V. UAIL CT I KLYIJIVIVJ SCALE: RIVANNA WATER AND SEWER AUTHORITY HORIZ: N/A DRAWING 100% SUBMITTAL `Effr•: N/A 695 MOORES CREEK LANE NOT TO BE USED FOR DATE: NOVEMBER 2022 CHARLOTTESVILLE, VIRGINIA 22902 CONSTRUCTION DESIGNED- AM WOODBURN ROAD 36-IN RAW WATER MAIN OF DRAWN: KWR Whitman, Requardt 8� Associates, LLP CHECKED- CEL LEGEND, ABBREVIATIONS, 3 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT N0: 46523-002 AND GENERAL NOTES 3 CV O U N 0 0 r7 N to to 0 ¢ U N 0 0 Il) N L0 to 1 EA.-36' PLUG OR CAP (RESTRAINED) 1 EA-2' BLOWOFF ASSEMBLY TMP 45-73 / N 3923016.43 ZELDA MAE AND WILLIE LEE E AN JR. TMP 45-72 RIVANNA WATER 1 EA.-36' BEND (46) .` E 11491614.30 AND SEWER AUTHORITY N 3922920.38 ^�X E 11491616.94 1 EA.-36' PLUG OR CAP (RESTRAINED) / 1 EA.-36' BEND (45') 1 EA.-6' DUl PRECAST 1 EA.-2' BLOWOFF ASSEMBLY 3922753.44 CONCRETE DOGHOUSE MANHOLEPT N 3922909.65 W I N Sr N 3922756.50 E 11491396.75 E FOR FUTURE 3' AR/AV VALVE N 3922768.46 N 3922820.90 R=1150' E 11491606.78 W x 3 I E 11491450.54 E 11491512.75 X-z X RJT 1'7 OHE -�� OHE • OHE UP 0 -� OHE541 OHE OHE 4P&,:�OHE OHE 0 ���H Fg ® x _ _ VNC / x�x C X C� E �� P- X E - MH W 16POP35 / PF • J6R02 h�` �_ _ _- _ _ _ OH E HE C �E -� E ®WV C n I - J 10PAR25 I\ J tOHIC20 - -� - - - - - GRAVEL - - - - - -`- - - - - - - - - - B1AC L GRAVEL Ad I W L 1 V - U �P/ Nn/ - WV W/ - � ) _. �,�� G TH-5I I r- -•_ / ` / HV-'� C �,L C r^ ( � � M �.. 1 M �^ 3 / � FH W- l - C _ 541.9 C C C C C C C C G C C C _�_ / G - C C C C C 0- -taa32 C C C C C C C C C - _ \ I 41.5312 TH- °� AA/ WOWV ODBURN ROAD 3 C_ / 5 CP-6063 / STATE ROUTE 659 -542- _ _ _1- I � _ _ _ 540 o M, ! 11••'' 542.26 t.' 1 Al _ _ VV..'' _ _ 1 _ • . z -__W___________ �YY_____ �________ T-144 543.7 _________ __�__ __ _ _ _________ __1�______ ___ TA Z----- MB 5k _ __ ____ _____ _A_ -------- ESCRIPTIVE IGH -OF-WA _ __ __M -�_ _______�_ __ _ _ ___ _ _ ____ _� ____ _-__� 542. /-___ IF •taPAR30 / • i� \ •A E • F� 'sr .%`. 1 8 C . .. 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TOP GROUND o rn Cl- � cc w � N > EXISTINGCn w o II O II O II N> EL. 542.42 (BY OTHERS) o Q � m �' w GROUND d C' > C-) > a o > " 545 J cn a- o Cn a- N w w N JL11 2 BLOWOFF 545 X w N X o ASSEMBLY w o ___-- `----_ _------ X L" o x o x W W w W L�J SEE NOTE 2, -- THIS DRAWING 540 4.8' �� �- ----___ 540 2" BLOWOFF 3.5 NOTES: ASSEMBLY COVER MIN. COVER - J 1. WATER MAIN SHALL BE FILLED WITH WATER THIS DRAWING 18" MIN. FOLLOWING SUCCESSFUL COMPLETION OF ALL 535 TESTING AND ACCEPTANCE BY THE RWSA. - 535 INV. 534.62 8" MIN. I 1 I 2. REFER TO MATERIALS AND CONSTRUCTION INV. NOTES ON DRAWING 1 OF 3 OF THIS SUBSET 530 INV. 532.57 CD 1 533.97 FOR 2"' BLOWOFF ASSEMBLY DETAILS. 530 Q J INV. 531.29 Z PROP. 36" DIA. D.I. WATER MAIN 8" MIN. C) d cV N o- 525 a o =- =- CD W Ih W W o N -- 525 U 'm cm Z CM Z W,> M m U p �� o m cn > �� o m INV. 524.15 m p Z� Q �Z �� Z� Cr Cr 520 0- m CD > > d a o M CD > > > > 520 p to CD f') to to W' N M CD M � (.0N to Cn r'0 W) w7 LC) to W J 00 c0 o) c0 . Z c0 cD fh + CDI + CD U + I< CD + + ¢ C) C)I CDl o + + O N I N I + I + v �, I N v + + Ih I �, I THESE PLANS ARE A SUBSET TO THE a S a a� w o o z Z VICTORIAN HEIGHTS CONSTRUCTION PLANS 515 N CD U) U (n (n N- p N C/'1 U (n - m (n M (n (n SITE PLAN # 515 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 NO. DATE BY REVISIONS SCALE: RIVANNA WATER AND SEWER AUTHORITY DRAWING 100% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION HORIZ: 1'=20' HORIZ VERT.: 1•=5' DATE: NOVEMBER 2022 DESIGNED' YLM DRAWN: AM 695 MOORES CREEK LANE CHARLOTTESVILLE, VIRGINIA 22902 2 of WOODBURN ROAD 36-IN RAW WATER MAIN Whitman, Requardt & Associates, LLP CHECKED- CEL PLAN AND PROFILE STA. 10+00 TO STA. 13+81 3 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO. 46523-002 TYPICAL FOUNDATION FINAL BACKFILL - 21A OR B STONE TO PAVEMENT SUBGRADE OR SURFACE FOR FINAL RESTORATION INITIAL BACKFILL #21A OR B STONE MIN. 6" BEDDING 8 OR 57 STONE ROCK INITIAL BACKFILL #21A OR B STONE N. 6" BEDDING ;8 OR #57 STONE UNDER —CUT CONDITION 4JMI MIN. 6" 12 12 BEDDING MIN MIN./#68 OR #57 STONE STABLE SOIL OR ROCK NOTES: 1. ROCK SHALL BE REMOVED TO A MINIMUM OF 6" BELOW THE PIPE AND 12" MINIMUM CLEARANCE TO THE SIDES OF THE PIPE. 2457 OR #68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE. 3. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 4.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 7.MAXIMUM TRENCH WIDTH FOR MEASUREMENT AND PAYMENT OF ROCK REMOVAL AND DISPOSAL IS 6 FEET UNLESS OTHERWISE NOTED. REVISION SEPT2015 DUCTILE IRON WATER PIPE INSTALLATION DRAWING NUMBER: DATE: NOTTO AND BEDDING SCALE: WATER 1 SCALE RIVANNA WATER AND SEWER AUTHORITY 2" BALL VALVE FIREHOSE W/ / QUICK CONNECTS CAP, M.J., RESTRAINED W/ 2" NPT TAP EXISTING WATER MAIN (RPZ) PRESSURE GAGE ASSEMBLY 2" BALL VALVES NEW WATER MAIN TO BE TESTED NOTES: 1. NO PERMANENT CONNECTIONS MAY BE MADE TO THE FINISHED WATER SYSTEM PRIOR TO THE COMPLETION OF DISINFECTION AND TESTING. 2. THE LAST JOINT MUST BE RESTRAINED OR BLOCKED. REVISION SEPT 2015 TYPICAL TEMPORARY CONNECTION FOR DRAWING NUMBER: DATE: NOTTO FLUSHING AND TESTING WATER MAINS SCALE: WATER 13 SCALE RIVANNA WATER AND SEWER AUTHORITY Project Name: RWSA Woodburn Road Water Main project Number: 500134 T.H. #: 4 Target Utility: Water Crew Chktf: DA Location: Woodburn Road, Charlottesville, VA Surface Type: 1 AsphaR Date: 6-29-22 Profile View e w ,o 1 NTS Soil Conditions: C[a Send Marker Installed: I Mag Nail/Paint Utility 1 Utility 2 Utility Found: Water Utility Size: 24" Utility Material: Metal Depth to Top: 6.84' Depth to Bottom: WA Width: NIA Elevation: 530.73 Flagging Installed: Orange- Red -'C'l Yellow -Green -N/A -Other: Benchmark Desc: Center of Electric \'-I-w .� Hand Hole.^� w ��_ 6. T_ 1- w E'- a'T--- Water wbburg, VAI• Chudo[lesville, VA • Newport News, VA • Richmond, VA • Manassas, VA •Vh ima Beach, VA • Fayetteville, NC • Raleigh, N( nummum Draper Aden KNOW WHAT'S BELOW FRAME AND COVER TOP=542.42 NEENAH FOUNDRY MODEL #R-1556-A OR APPROVED EQUAL FINISHED GRADE FUTURE 3" AR/AV VALVE (INSTALLED BY OTHERS) BRASS OR BRONZE PIPE WITH THREADED CAP 3" BRONZE BALL VALVE 3" TAPPING SADDLE 36" DI RAW WATER MAIN SEE NOTE 2 STANDARD VDOT DOGHOUSE MANHOLE RISER AND BASE UNITS #68 OR #57 STONE—/ I'G J INV. 534.62 MIN. NOTES: 1. DIAMETER OF MANHOLE SHOWN IS MINIMUM. PRECAST MANUFACTURER TO VERIFY WALL AND TOP THICKNESSES. STRUCTURE TO BE DESIGNED FOR MS-20 LOAD CONDITIONS AND IN ACCORDANCE WITH ALL REFERENCED STANDARDS. 2. PROVIDE MINIMUM 12" WIDE X 2" THICK NEOPRENE RUBBER STRIP BETWEEN THE MANHOLE OPENING AND THE PIPE CROWN. 3. FUTURE VENT TO BE INSTALLED BY OTHERS. SIZE, MATERIAL, AND LOCATION TO BE CONFIRMED WITH THE INSTALLATION OF THE FUTURE 3" AR/AV VALVE. 4. TRACE WIRE SHALL EXTEND CONTINUOUSLY AND UNBROKEN INSIDE AR/AV MANHOLE TO PROVIDE SIX (6) FEET OF LOOPED, COILED WIRE INSIDE THE AR/AV FOR USE IN LOCATING THE WATERLINE. 3-1 — AIR RELASE/AIR VACUUM VALVE ASSEMBLY DETAIL Project Name: RWSA Woodburn Road Water Main Project Number: 500134 T.H.#:$ Target Utility: Communication Crew Chief: DA Location: Woodburn Road, Charlottesville, VA Data. 6-29-22 Surface Type: Asphalt Profile View Sail Conditions: 11Clag nd Marker Installed: Mag NalVPeint Utility 1 Utility 2 N. fV Utility Found: Comm. 1 Utility Size: t^ • Utility Material: Cable Depth to Top: 2.64' Depth to Bottom: WA NTS width: WA Elevation: 534.37 Flagging Installed: ra Red -Blue -Yellow -Green -N/A -Other: Benchmark Desc: Notes: Center of Electric _ Comer of Fence. = "�•-�•� Hand Hole. c- y ) e - - -�. E Water Valve c4burg, VA • Charlottesville, VA Newport News, VA • Richmond, VA Manssas, VA Virginia Beach, VA • Fayetteville, NC Raleigh, 110 Project Name: RWSA Woodburn Road Water Main Project Number: 500134 T.H. #:6 Target UUIBy:Communication Crew Chief. TL Location: Woodburn Road, Charlottesville, VA Surface Type: Gress Date: 6-29-22 Profile View m ro 1 • NTS Soil Conditions: Red Soil Marker Installed: Hub Stake Utility 1 Utility 2 Utility Found: Comm. Utility Size: 2" Utility Material: Conduit Depth to Top: 6.37' Depth to Bottom: WA Width: WA Elevation: 5W.61 Flagging Installed: ra Red -Blue -Yellow -Green -N/A -Other: Benchmark Desc: j Comer of Fence. —. Water Man Hole "Bx w - T \ \ Water Valve Mw mr1nR_— {M Cksburg, VAI• Charlottesville, VA • Newport News, VA • Richmond, VA • Manassas, VA •Virginia Beach, VA • Fayetteville, NC • Raleigh, N( Project Name: RWSA Woodburn Road Water Main Project Number: 500134 T.H. #: 1 Target Utility: Water Crew Chief: TL Location: Woodburn Road, Charlottesville, VA Surface Type: Grass Date: 6-29-22 Profile View ni 1 NTS Son Conditions: wet Sd#Clay Marker Installed: I Hub/Stake utility 1 Udllty 2 Utility Found: Water Utility Size: 12" Utility Material: Metal Depth to Top: 3.68' Depth to Bottom: WA Width: WA Elevation: 538.07 Flagging Installed: Orange -Red- lue Yellow -Green -N/A -Other: Benchmark Desc: Notes: =OHEE U OHeR� CKtiVhL 14� c ROAD --_-i Bluebburg, VA • ChadottesWlle, vw�Qk .0 Draper Aden V.XOW WH2i'S BELOW R 5a, —6H 1 OHE GRAVEL _ c c� Edge of Pavement _ �s - - p/ 7 GHT TH#1 7 FB X /542— __ H Power HE 6 x Pole 42 d� 4432 Q C 411.83 Water - ------ _--,--._ Meter ON Project Name: RWSA Woodburn Road Water Main Project Number: 500134 T.H. #: 3A I Target Utility: Water 24" Crew ChIeP.. DA Location: Woodburn Road, Charlottesville, VA Data: 7-8-22 wrteceType: Gravel ProfileMew Soil Condition,: Compact Clay/Roots Marker Installed: I Hub/Stake utility Utility m Utility Found: Water. l Utility Sire: 24" Utility Material: Metal Depth W Top: 9.71' Depth to Bottom: N/A NTS Width: N/A Elevation: 532.89 Flagging Installed: Orange -Red lue Yellow -Green -N/A -Other: Benchmark Desc: -F E-`-� � i —' a Wter ^N -&`' Valve le. ne 3 _______ ---- Tul uon T ' -A---� Valve Bb[ksburg, VAI• Chorlottesville, VA •Newport News, VA •Richmond, VA • Monassay VA• Viginb Beaty, VA • FayetreWlle, NC • Raeigh, N(� Draper Aden sxow wxxr•s BELOW Project Name: RWSA Woodburn Road Water Main Project Number: 500134 T.H. #: 7 Target Utility: Water 36" Crew Chief. TL Location: Woodburn Road, Charlottesville, VA Date: 7-8-22 Utility 1 Utility 2 Utility Found: Water Utility Size: 36" Utility Material: Metal Depth to Top: 8.17' Depth to Bottom: N/A Width: WA Elevation: 533.76 Flagging Installed: Orange - Red -4eYellm-Green-N/A-Other: Benchmark Desc: G Corner of Fence E X� r�E 4gff - TH#7 - Water Man Hole '^ ate_ \ wJ\ s i T �— [— Water Valve NTS rcksburg, VAI• Charlottesville, VA • Newport News, VA • Richmond, VA • Manassas, VA •Virginia Beach, VA • Fayetteville, NC • Raleigh, N( THESE PLANS ARE A SUBSET TO THE VICTORIAN HEIGHTS CONSTRUCTION PLANS SITE PLAN # NO. DATE BY REVISIONS 100%SUBMITTAL NOT TO BE USED FOR CONSTRUCTION Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 SCALE: HORIZ: 1 "=20' VERT.: 1"=5' DATE: NOVEMBER 2022 DESIGNED: YLM DRAWN: YLM CHECKED I PROJECT NO. 46523-002 RIVANNA WATER AND SEWER AUTHORITY 695 MOORES CREEK LANE CHARLOTTESVILLE, VIRGINIA 22902 DRAWING 3 OF 3 WOODBURN ROAD 36-IN RAW WATER MAIN NOTES AND DETAILS