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HomeMy WebLinkAboutSDP202100074 Plan - Revision 2022-02-14THURSTON GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER. COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (PORTION OF) - 4.874 AC 056A1-01-00-029RO (PORTION OF) - 3109 AC TOTAL AREA: PHASE 11 = 21.022 ACRES PHASE IIA = 4.953 AC (THIS SITE PLAN) NO7E.. PHASE I (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE 0 VERLA Y DISTRICTS. PROPOSED USE: PHASE II (102 UNITS TOTAL - PHASE I/) 64 SINGLE FAMILY ATTACHED RESIDEN7AL UNITS (VILLA AND TOWNHOUSE UNITS) 38 SINGLE FAMILY DETACHED RESIDENTIAL UNITS PHASE IIA (THIS SITE PLAN) 14 SINGLE FAMILY ATTACHED RESIDENTIAL UN17S (VILLA AND TOWNHOUSE UNITS) 10 SINGLE FAMILY DETACHED RESIDEN7AL UNITS DENSITY. OVERALL DEVELOPMENT - ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT = 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE II & III GROSS ACREAGE = 31.091 ACRES (GROSS ACREAGE) PHASE II & 111 NET ACREAGE = 30.798 ACRES (NET ACREAGE) OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES x 6 UNITS / ACRE = 247 UNITS OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UNITS - PHASE 1, 102 UNITS - PHASE It, & 95 UNITS - PHASE Ill) PHASE IIA (7N/S S17F PLAN) ALLOWABLE NET DENSITY = 6 DU/AC x 4.953 AC = 29 UNITS PROPOSED NET DENSITY = 24 UNITS / 4.953 AC = 4.85 DU/AC OPEN SPACE: PHASE H OPEN SPACE REQUIRED = 21.02 AC x 251' = 5.26 AC OPEN SPACE PROPOSED = 2.98 AC (14.29) GREENWAY AREA = Z07 AC (336%) GREENSPACE PROPOSED = 10.05 AC (4781-) PHASE IIA (THIS SITE PLAN) OPEN SPACE REQUIRED = 4.953 x 257 = 1.24 AC OPEN SPACE PROPOSED = 2367 AC (47.5%) NOTE.. 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 NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS., MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE: NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY 07HER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR. 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURALI FORESTAL DISTRICT. • NONE TOPO & SURVEY. THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. A BOUNDARY LINE ADJUSTMENT PLAT WAS CREATED BY ROUDABUSH, GALE AND ASSOCIATES IN FEBRUARY OF 2021 FOR THE PHASE IIA SITE AREA. DATUM: NAD 83 EXIS77NG VEGETATION: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGHTING NO STREET LIGH77NG IS PROPOSED WIN THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS. PARKING PHASE lI 64 SFA UNITS = 128 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 128 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 16 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES TOTAL GUEST PARKING PROVIDED = 26 SPACES TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES TOTAL PARKING PROVIDED: 192 SPACES + 37 SPACES = 229 SPACES NOTE. • THE ADDIT70NAL PARKING PROVIDED WITH THE PHASE l DEVELOPMENT DOES NOT EXCEED 207 OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE S17E PLAN SHEET FOR SIGNAGE ALONG MCCOMB STREET. PHASING: PHASE II SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IIA. PHASE I IS CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILDING S17ES: EACH LOT SHALL CONTAIN A BUILDING S17E THAT COMPLIES WITH THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES, A CEMETERY EXISTS ON 7HE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). 7HE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT SEE EXISTING COND177ONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY. STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE W1774 THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORT70N OF THE RESIDUE PROPERTY IS LOCA7ED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. NO RETAINING WALLS PROPOSED WITH THIS SITE PLAN FOR PHASE 11A. LANDSCAPING: STREET TREES ARE PROPOSED Wl774 7741S SITE PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 32.7.9 OF THE COUNTY CODE, SEE SHEET 7. ]RASH.' EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE l DEVELOPMENT INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AMENITIES WI7H A PASSIVE RECREAT70NAL AMENITY. A 7RAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE 7RAIL. IMPERVIOUS AREAS: PJ-I�S 1 PHASE IIA PROPOSED ROADWAY.. 107,632 SF 22,063 SF PROPOSED SIDEWALK: 31,251 SF 8,429 SF PROPOSED BUILDINGS: 161,712 SF 30,840 SF PROPOSED DRI VEWAYS:• 46,692 SF 6,471 SF TOTAL IMPERVIOUS AREA: 347,287 SF (367) 67,803 SF (31%) LAND AREAS PHASE 11 PHASE IIA RIGHT-OF-WAY.' 176,676 SF (4.06 AC - 19.3%) 36,021 SF (0.83 AC - 16.8%) LOTS: 355,799 SF (8.17 AC - 38.9.Z) 74,912 SF (1.72 AC - 34.7%) OPEN SPACE: 130,512 SF (3.00 AC - 14.3%) 28,747 SF (0.66 AC - 133%) GREEN WAY.• 30,7969 SF (7.07 AC - 336%) 78,241 SF (1.80 AC - 36.3%) FIRE FLOW. EXISTING FIRE FLOW AT HYDRANT LOCATED ONS17E IS 3,240 GPM AT 20 PSI. ISO CALCULATIONS: 7N£ MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1100 GPM. PLEASANT GREEN -PHASE 2A PHASE IIB FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-02500 1.85 ac. DB 5495, PG 635 PHASE III STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-029130 3.109 ac. DB 5495, PG 635 (f 1 P �O LOT ROPOSFO OQ�� OT / 6= _ \ � RAMBLING \ R K" N OT / / / F /- 6 3 ( L . y I / T LO / ,i r / / 74 / PHASE IIA LOT LOT LOT STANLEY MARTIN COMPANIES LLC TMP 055CO-03-00-000AO 16.28 ac. DB 549PG 635 ® 69 -- ®®®® -0 ®0 0 00000 68 0000 --- \ 1100 ® 0 / // LOT / -- - 0®0 A / 67 STANLEY MARTIN COMPANIES LLC \ TMP 056A1-01-00-02600 0 -4:$74 ac. DB PG 635 0 ----` 000000000000 ®®�\ 00 0®®® 00 000 ®® o®® ` 00 00 NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4 STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPOSED IS NOT LOCATED W TVIN A DAM INUNDATION ZONE. TRIP GENERATION CALCULATIONS AOTRATE AM PEAK RATE PMPEAKRATE CODE 210: SINGLE FAMILY DETACHED ON ITS 91 0.74 0.99 358VPD MVPH 38VPH PROPOSED - 38DWELLINGUNITS (179 ENTER/179 EXIT) (7ENTER/21EXIT) (24 ENTER/14 EXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS 7.32 0.46 0.56 468VPD WVPH 36 VPH PROPOSED-WOWELLING UNITS (2MENTER/2MEXIT) IS ENTER/22 EXIT) (24 ENTER/12 EXIT) 826 VPD 58 VPH 74 VPH TOTAL: 136 PROPOSED DWEILIN G ON ITS (251 ENTER/251 EXIT) (15MTER/43 EXIT) (48 ENTER/26 EXIT) 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SHEET LAYOUT SCALE: 1" =60' / 30 z5 z6 PHASEI zJ % LOT z8 PHASE[ / \LOT LOT 23 24 8 - LOT LOT s L OT LOT _ 7 \ LOT \ LOT /\ 9 2a •'L NS���� LOT Sip 45 6T LOT \ 47 • \ \ LOT \ 48 \ 99 i \ \ LOT / BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 7ro e o SITE 9 ® LAUREL HILLS 1336 � G RAVROCK CROZET 110 ,RTH CROSSING 44 GRAVROC 7d WAYLANDS W JARMAN GRANT WAYLAND PARK GAP ESTATES BARGAMIN PARK L'OL°I REA PARKSIDE VILLAGE a VICINITY MAP SCALE: 1"=2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 SITE NOTES & DETAILS 6 UTILITY NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 7 TOTAL SHEETS NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY PHASE II A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETARVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR 200 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 ELEVA7ON TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE 0 0 0 0 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY J �F� (ISC�O;TTR LINSIZNo. 35791 2/14/22 Aj U) Z z O � O U w m 0 U=i _J z O a F z W w ~ W N CD N CD o � T .N-I N z� cM M O Q.N.F. V C'M W" O N W N > z W J J U) W O J WU W in z LU W U) O O 0 N Q LU F1 J z U_ N LU 2 z w (D z a Q UJ w O U u U F W 11J O W a U0 JOB NO. 182154 SCALE AS SHOWN 1 I' \ I k U � -_ --- , � J_ �------A--_ - i --------- ' \ - D ---- --------____ EXISTING RAILROAD CONNECTION TO PUBLIC STREET INSTALLED UNDER WITT' Flffl it - - - - ______ ______i FIRE HYDRANT INSTALLED UNDER PLEASANT GREEN PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 - ------------------ --- ------ / - - BLOW -OFF PROPOSED UNDER PLEASANT GREEN--`" �- _ _ _ _ _ _ _ PHASE I ROAD &UTILITY PLANS SUB-2019-00071 ----- PHASE I ROAD & UTILITY PLANS SUB-2019-00071 - 1 TIE -INTO EXISTING 8" WATERLINE INSTALLED WITH PLEASANT aceroNEAREST wreasecnoN ' - 'EXISTING RWSA iz" DI WATERLINE_ y EXISTING RWSA iz" DI WATERLINE : �, ', NT. o F BLUE RIDGE AND JARMANS GAP CULVERT PROPOSED WITH THE PLEASANT - GRAVEL ROAD GREEN PHASE I ROAD &UTILITY PLAN -SUB-zo2g-0007i DAD=aaao --- '--`, GREEN PHASE I ROAD & UTILITY PLAN - i ' - - SUB-- zoi9-0007-iT0 BE REMOVED o � ----w- - TED UNDER _MCC STREET U--_--_ - --- PLEASANT- - - _----GRPHASE I ROAD &UTILITY PLANS SUB 09 001' w - - - - _ - --- - ry &IC `1 _ - - - w - _ No. 35791 12/30/214� - - - - - - - - - D e pop P,S rRE fr - - - - - - --- z ---- -- - _ - XISTI CS T 6 g \ _ %r / - w / NG A A 8" DI WATERLINE a, PG er RENOVATED FOR USE BY - - -_ _� P_ -�T F_ _ r � F PORTION OF EXISTING 6" DI WATERLINE AND / y EXISTING BARN TO D UBLIC DRAINAGE rR THE NEIGHBORHOOD / / / �, zDo6 INAGE EASEMENT EXISTING BLOW -OFF TO BE REMOVED. 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I ® e _ 01al ®0 j 0)�® p ®A ® II® I ' 0000 \ m r v \v A� \\ 1�-v v vvv V 1 ®� �® .i I 1 ♦ li Iv J /' - — ,v vvv vvvv vvv � I I III® I � - -- - - ' vV � IF �vv� v v v v v v v ® � I I I� i � 0ft�® ®�® M. A O ti c? ® M co C� N z i Q W O N W J W N ~ � (f) z O J w a L z W L.L 0 L9 I w p N z U W _ (n z z W" _ 0 LLI Y � � z o Ul� w z c/) W o I.-V Z LU V Z' U) z < Ln J w w w J N� ^ 0 O O N U F- d \n JOB NO. 182154 SCALE III =6o' SHEET NO. 2 CONSTRUCTION FIRE PREVENTION NOTES: i. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED ATALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6 WASTE AND COMB STIBLE DEBRIS SHALL BE REMOVED FROM THE B ILDING AT THE END OF EArun A W AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA s i c / O o � �o �. I / PROPOSED STREET / M PROPOSED BOLLARDS. CCOMB STREET— // SEEDETAIL- SHEETS. PUBLIC ROAD (56' RAW) D.B5234.PG.297 IMITSOFPUBLIC R/W °o —, _ \ PROPOSED VDOT STD. CG-6 (TYP.) ° q D ° \" ROPOSED'NO PARKINGSIGN (TYP.) D SCOTT /R. 05-LLINS No. 35791 a 2/14/22 STATEWIDE FIRE CODE. U \ SIGN (TYP.) h x \ PHASE III 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE "\ N MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. / PROJECT BOUNDARY (TYP.) 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT \ TIE-IN TO EXISTING FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. PROPOSED (TYP PROPOSEDz5'R \ MIT PRIVATE ALLEY 'NO / \ SPEED PARKING' SIGN (TYP.) \ /Q / \ PROPOSED MILL & OVERLAY. PRO PARKING' SIGN NO \ S°\ SEE DETAIL ON SHEETS. PROPOSED ENTRANCETO PARKING' SIGN (TYP.) PROPOSED SPEED / // \ \ ����t '7 \ � FUTURE PRIVATE TRAVELWAY PROPOSED CG 9D LIMIT SIGN (TYP.) QO // /, \s/�F \ C / PRIVATE ALLEY ROAD CONSTRUCTION z PHASE III ENTRANCE (TYP.) �O rc°j\ Y,� g \ 6 \ /( / ROPOSED UNDER PLEASANT GREEN PHASE I Q / / / / \ \qC�\ C ROAD & UTILITY PLAN S(SUB 2029 o0o71) U O� LU PROPOSED STOP \ \ \ \ \ / A O PROPOSED VDOT Dr SIGN (TYP.) \ \ \ \ S/ zo' UTILITY EASEMENT V p STD. CG-6 (TYP.) �, \ \ \ T D.B. 5264, PG. 297 z J > I— D / \ a ST �- o a as /� z A / Z - - - N � \ ,j PROPOSED ���cc i z in CG-sz(TYP) Q // M/ti LOT // ✓ m�\- —�— —1 O U O 0 D° ROPOSEDS'CONCRETESIDEWALK ° / / / J 1"I?0 qG�c. 58 // 1G�, //1 \ _ z QLU z / r�/Y�� ROPOSED & PLANTING STRIP D '� / // \ /'��/ \\ / QO°h j� \ \ \ \\M - -- o z w -14 MGM m n siA 3 // �0' C \ \ LOT / / /� �1// / ` �M` — %iLLEY iii Uj Uj a. . _ C� y / �i� M_ — SEME w — �M I_M /,. �. / Q Q�/\ / \ I\ ________.__ M CL D.b. 5234, PG. 297 � 0 °�Q' l,et tiI/�y oo"�C�, / / \ l M M Uj ;0 PROPOSED'NO D /C2 ' / /A / / / q( \\9 \\ LOT / \/ / / / \\ / \ / Q1 of// \ \ \/ — r� \ LU PARKING' SIGN (TYP.) — — D�r�BC" \,�%. 57- ° P •�•`%��R ` \m ° PROPOSED STOP C tiry SIGN (TYP.) LOT \ \m PROPOSED d q / / I/ s SIG HT m Rom, NO PARKING' �F20<c3o\ 61 /�O� /ryry // ���/ �\W S ` C z\m PROPOSED // ti SIGN (TYP.) / /N \ / Q o //ryo / / // / F�F / C� / 56 a-30 4 \ / p JC 5 o(TYP) / / / o/ O' \ O LOT / / // /�ti / // \/ Q°o� 9 "! / D LOT •/2.C'9/� g. 6z /.Ci�. �/ / / / //\ / /LOT �\ °D / \� 2 w N ^� N + q \ \ / S 4LLPROPOSED'NO•LL /`\ M\ // / \ / ?o�c�c \ / �,+h / y / / / / 55 / / M v PROPOSEDSPEfD, / h / / / / / 4C'� / \ +oqF/\ / a \ �\ / ° N PROPOSED CT °C e m / /iv \ Q o '� 2 G l \rz PARKING' SIGN (TYP.) / 'ENTRANCE(' Y�LOT 63 / �/ / " // / \ /LOT / / D / LOT � _ � +�o qG / C, / \ / / / G \ yo Q1 / / �� 26 / LU / / // / - \ / / �\ tig, PROPOSED STREET LOT / \ / Q> o IV LOT / \ / �\ ° SIGN (TYP.) \ / / / r / / \ ` h / LOT \ W / / LOT / / / / `�\ m 4 / �c \ // r LOT / Z 74 / / / / i /}�,/� 27 / c i / h PROPOSED'NO \ \ / \ Q o / / / / / / / / / PARKING' SIGN (TYP.) / F \ / / / / / i LOT �� / / \\ CN LLLL u - w `2 / iLL LL LLLL. /l LOT / \�// / \' \\ / // / / // `4, / z / / / S +� LOTl z LL W LL _ ° °� \ / / t. J / / D m / / ` x / CV PROPOSED NO °P � \ /\\ LOT \8\ // / � s` \ \� / \ \\�\/// LOT ✓ / // / \\ /PARKING'SIGN(TYP.) m \ /\�\ j d Gq \ / / (� `�� //\\ `' \ ��LLW �/ S \` / / / / // / / / / \ / / / / ` Q \ \ \ 51 ?k� QgG \/ 0P/ > \ CV ♦ LL \\ \ / �/ 2 / / / / \ / / / Lji�\\ ry \ m \ \ \ �F/ \ N W 7 �F� \.PROPOSED'NO �/ A�� \ \ PARKING' SIGN (TYP.) ` `( / \ Q ~ \\ LU J ♦° EXISTING CEMETERY LL \\ / u �J / / / / LOT / / / / \\ / r �� \ \ \ j \.\\ / J SHALL BEUNDISTURBED\ S 71 / /// \\\ // // //\*\ y3 m\ D D \� \\\ // a / // \\ / J z ♦LLLL LL ` s / / o /// �/ / ��\\ \m D \\\ LOT / \ U_ \ / W Q ♦LL. LL OPENSPACELL'C'W4LL O / W ` (G.3QAC) l� \\ / ���\ \u \�/ / /// \\ �PROPOSEDSPEED \ \ \ LOT / / / \ LIMIT SIGN (TYP.) / \ / Q 70 / / /� \ \ / / / �\ 4>. \\ LO / DUPREE STREET ROAD CONSTRUCTION \ T / PROPOSED UNDER PLEASANT GREEN PHASE I LU 4 \ e \ / / / / o� // / ROAD & UTILITY PLANS SUB-zoi 00o i Q c �\\\\ U LOT / / / \ PROPOSED'NO / \ / \` ` \ \ LOT / / \\\ V W Y = J ioo' WPO BUFFER (TYPJ 6g PARKING' SIGN (TYP.) \� / \ „ \ \ // 7*4*� \\ 3 w ioo-YEAR FLOODPLAIN (TYP.) ♦ W S v y / / / ��/// TIE, -INTO EXISTING ALS ON TREET , \ V °D V / W PROPOSED ° _ o�OoOoOoOoOo LOT /r / 5 \. PHASEI oC / \ D A w �7 60 LU O NOTES: �� v y / v / / /y, \ O 3.. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER 4 s3. / \ u \ / // / / \ ` \� Q - CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES IN / / // / / / \ \ 4- (n PROPOSED LOT LINE (TYP.) \ / LOT Q) e BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT, CONTRACTOR SHALL LL \ S \\� // / //// 67 /� // / /_ b• � � �I �°°° S LU Q CONTACT ENGINEER TO INSPECTE/PAND ROADWAY TIE-INS TO EXISTING ROADS PRIOR TO ANY CONCRETE / r/ D D> / \W / �w�/ / / /� // // vy+� x / v < g� OR PAVEMENT BEING PLACED. z. CONTRACTOR SHALL VERIFY E P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE p \ ♦ � � J THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. Q a- / / D - - - \ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND\��j / \ \ / \ DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING p HAS E I IA O �- / / \ \ u/ \ \ / / // > s/ \ D o FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY O \ \ // / // / / / /F� \ NV ` a ; ® p SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. \ S \ \ / // LOT / \ �� \ ` °°° 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. O ` �6' \ \ / // 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL 66 / // INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. W — \ VAR. WIDTH GREENWAY W� \ — \ EASEMENT \ \ \ v DB. 5537, PG.745 , 0 LU vv vv v LOT \ / / In GRAP_HM- SC ALE o \\ \\ \\j / i 65 j /r JOB NO. 821O. LL , W zo a o zo ao— so \ v A V A // �• . °. D D SCALE 120 %O \ - � � � ° � � ��-� O O ( IN FEET ° a SHEET NO. 1 inch = 20 Ft. \ / PROPOSEDTYPE NOTE: ROOF DRAINS FROM THE PROPOSED TOWNHOUSE UNITS SHALL TIE INTO BLOW-OFFASSEMBI THE YARD DRAIN SYSTEM AND CONNECT TO THE PROPOSED STORM SEWER. PROPOSED DRAINAGE SYST PROPOSED zo' ACSA UTILITY EASEMENT (TYP.) D.B.- PG. \ PHASE III - PROPOSED 8" CL 52 DI WATE \ \ (FUTURE) PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE PROPOSED VAR. WIDTH ACSA \ PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / - TILITY EASEMENT (TYP.) \ SYSTEM w/ io' PRIVATE EASEMENT (TYP. / , \ D.B..PG. D.B PG. / / PROPOSED 20' PUBLIC AINAGE DREASEMENT. / PROPOSED 8"x8" TEE / / M - M Z2¢ v & (2) s° G.V. MCCO , B STREET j _ \ ROPOSED 8"x6" REDUCER 56' PUBLIC STREET D.B. 5�34, PG. 297 / r PROJECT BOUNDARY (TYP. \ � - PROPOSED 20' ACSA - - ° \ °° • '• • UTILITY EASEMENT (TYP.)' PROPOSED TYPE A D.B. , PG. BLOW -OFF ASSEMBLY / NOV.73o.o�,y \ �° \ /q� PHASE III \ PROPOSED SANITARY SEWER SERVICE LATERAL FUTURE 72_ PROPOSED 6" CL 52TY I§- P. � PROPOSED 8" PLUG i DI WATERLINE i / \ / < 1�� zo'UTILITYEASEMENT �2<' \ SLOPES STEEPER �HAN > SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX / / /. /' /j \ F 9 - OPEN SPACE V D.B. 5264, PG. 297 PROPOSED 8" 8" TEE \ WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF \ / / � j / _ /\ M F - 10 04 AC) - - -- SCOTT /R. ObLLINS Z No. 35791 a 2/14/22�� x & (3) - 8" G.V. _ _ 6o LBS. PER ACRE, OR i LB PER s,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) / %1' fti 3 PROPOSED 4" CL 53 DI WATERLINE _ /,�'' ��� /F�-7 17 \y D.B. PG. pL\ S Tr72 .3 RIB PROPOSED WATER SERVICE LATERAL (TYP.) / \ M / r / OT / �\ 5 - � PROPOSED zo' PUBLIC �� A / �� PROPOSED12" HDPE YARD DRAIN SYSTEM j� % �� 51 i �` --- DRAINAGE EASEMENT n J� //4°� /F 3`5 to/ / - w/so'PRIVATEEASEMENT( TYP.) �i Oi f ` Q // / D M i D.B. PG. \ i r 4 B PG. _ _ - - - C.O. LOTz / � / PROPOSED FIRE HYDRANT /-7 p T ~ reamµ r j r INV.7z8.7 / -.i /$9 / / / //� 7zo.67 _ -- -MGM �' ASSEMBLYw/8"x6'_TEE / / / / 3z' / / // YD-16 m M- m _ � 6m PG M U m _ _ - LOT OH w m p ` z GSt22.67/ / / 9 33 G 7 i3 ROPOSED 6"x4" REDUCER - p F ; � � � � 1 ' °• P�g� BR � / / / F gz� 5 �o / // / / /� 57 /%/ / E-7z / n z 07 / /� LL e -. -. \M •<... /S / �'T/ - / 7i7.00 OT I -- w ` LL S / X AR=74o: / / / �REPOACEDEXISTING6"(ga°BEND...... x6"TEE W / `(�`�` • ", • '. • � . ` . ' M /� 7i8.o 56 � � AND TIE -INTO EXISTING 6" DI WATERLINE � LOT ROPOSED zo A ' / � 15 P CSA y a /Ice L / . f1 1 � •` `� . ' l� \ , s • / M � • / ;' / R=zoo, 9 // 3 LC LOT \� \ // �\ � 25 � UTILITY EASEMENT (TYP. / TIE -INTO ROAD DRAINAGE SYSTEM PROPOSED WITH THE 60 / 7zz.3 / / / / / V / 55G-7i7-6� �/ • t / �F/I/RE�HYDRANT PROPOSED UNDER / PROPOSED 2o' ACSA. ' ' / / ( / �y PLEASANT GREEN PHASE II ROAD PLAN (SUB20z0ooz6) / / �� / LbT/ V / YD FE=7 / k f� i-73a LOT s / -PLEASANTGREEN PHASE I aA V LC / // • - - .. _ `. . `` •%•'. `v - �/35 1 7 �i %- // y I // / / . • / 3 ' CN.OV. L8s833L 7z6oLOT \4 ROAD UTILITY PLANS (SUB-201 o0o 1 )UTILITY EASEMENT (TYP.) D.B. 4f G. BSMT=7z6_ O \ A A 1; T y� r • ll T AR=734 / 1a� \ // �5.33 aQ / `Fl V / , / / , • \ � • .. ' • •. 7,• `. ` � 00� � 64 � % / r Q- PHASE IIB / / -- 74 -��° _, • ' •� ` \. - •. • .\,%• • • / RSM�z5.1�G.V. 7zo.67 / � Q SANITARY SEWER PROPOSED UNDER // \ / / // / E= 1 / ' � \ � _, , •• . •, . •.. -. ,� � � � � / i � \ / � YD-1 LQT 7 / '/Q� Qwco"`� / . LEASANT GREEN PHASE I ' �" ---_. __ ._.. • . ` - • • ILL • \ •l `:�,' �/l ROAD & UTILITY PLANS (SUB-zoig-0007i) I - '. - I / / / @ LOT \ LOT r / \ /• 7z6 �7 7z6:z7 �3 / / YARD DRAIN SYSTEM SYSTEM PROPOSED WITH THE / / / G=725.0o Q // / 7 1 \PLEASANT GREEN PHASE II ROAD PLAN SUBzoz000z6). \ \ , i .6 LOT FE-7 O 6" DI WATERLINE PROPOSED UNDER 1$ a / i � � � \ - -, .. ` . • . ` • •l", • `` ` \ / l l / � i , • ix � �4 / PLEASANT GREEN PHASE I 1 �' �'.' ,e•'.=' 725.i7- 730 // / \ \ \ 71333 51 - / s/ / \\ROAD& UTILITY PLANS(SUB-z0ig-0oo71) - e 725.17 // 7 y = 0 6 \ / e: : •�7z4 % - - ✓ / 73 �� \ \`\� \ \ \ �E=7 c / /� / - 77 i�' / / 1 \ %2Z TIE-IN TO ROAD DRAINAGE SYSTEM PROPOSED WITH THE PROPOSED 8" SANITARY SEWER (TYPJ`• ` / 723.1% J // / PLEASANT GREEN PHASE II ROAD PLAN SUBzaz00026) ' ' \ / / / LOT / ( \ PROPOSED WATER / w zS z U P En � o z z g J a '• z U- 100' WI O BUFFER (TYP. --- -- -- • i 8•. - \ 7231/// SERVICE LATERAL (TYP�PHASE I / LOT 71 20 - • •LL `' `' SPACE'C' -i / �f / % PROPOSED zo' ACSA UTILITY EASEMENT (TYP.) y PEN SPA p Lu zo. 3 \ // / \\ / J _ 0.30 AC = _ \ / PG - _- -, - __ ----- --- -- - - _:.. --- -----\ `. `, :+• . • ` •;�� _ \`� jzo 83 �/ O� _ - �� X \ ,.e. / i i \\\ 21 / D.B. PG. / - -- \ 70- //ER - - a // / TIE -INTO EXISTING \ \ LOT (+7 - A / -CID BS = / / \ ti SANITARY SEWERMH \ 3� /� // / \\ \ \\ --- �. - - s i7.\ �7 \ �% / LOT \ - \ _ 1 - ... UNDER - - �• _ = >-;`•� �\ � �\\ -LOT PROPOSED 8" CL z DI WATERLINE /<FIRE HYDRANT PROPOSED U / / / \ � J OO Q O °O Oo OO © OO Oa OO OO Oo \ J - - = _ OO OO Oo - 7zo__, /% / AR G G LEASANTGREEN PHASE I / / / LOT 22 \ \ / (*l _ \ 7i7.00 � / � � / / � '' ^ �EMCiVlz IN TO EXIST 6, / -7zo.o \ 8" DI WATERLINE ROAD & UTILITY PLANS (SUB-zoz9-00072) / \ PLUG _ O°OO� oOOOo o - - �`. \ - LOT 23 \ \I j - O \ OO O O O OO ioo' WPO BUFFER (TYP j . /i A / \ UU /oU o / - / S i7 / % \ \ CIO - - �. - �`< _ �` 1333 / - - -// 16 / ��' \ 8" DI WATERLINE PROPOSED UNDER 24 \ / _ Q Q Q OO O O Zoo -YEAR FLOODPLAIN (TYP.) ____ / Q _ �� O O //� - - A �A LEASANT GREEN PHASE I - - -- ---' • Q O --- ---- ---- -.�j 7i3�33 _.// / _ %� ( 9- 7 \. (V - - 0 v / / ROAD &UTILITY PLAN SSUB-zos o0o z) W �`' � C) � a- vS A _ PROPOSED WATER / r / - - ' 20' UTILITY EASEMENT / CV SLOPES STEEPER THAN 3:3. SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX p �� 10',17 SERVICE LATERAL (TYP.) 'z �y / fV° �\ D.B. 5264, PG. 297 \ � CNI UJ Z WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF - `�iL7 /j �� / / / / ;� � _ 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)I 7 / -LO_T �� / b v P 'PROPOSED 2i. PUBLIC Q V / / A y oo ti i V --67 - tiv o� / RAINAGE EASEMENT \� , �- \ - ROJECT BOUNDARY (TYP.) _ _ / „1 A D.B. PG. 9 PROPOSED SANITARY SEWER OO � � � i`? � // \ •,� / / %�\° � W v >• � Z V - _ SERVICE LATERAL TYP.) \ / yy o A �� z - ` VARIABLE WIDTH \ h 74171 \\a i - \� 1 i1 \ 7 / LLI EXISTING STREAM � � - _ � \ ^' \ \ � � GREENWAY EASEMENT \ � � \ A k \ • ` • DB. 5537, PG.745 \ v A A 7o4s7 LET - /� ` ` / j - °OOoOoOoOoOoO O 702 v _ ,- �. -� O OOOa Oo O OOOOvO v �� - C0 v v // C� vQ v Oo / v v v // / I � _090 CC v O PROPOSED zo' ACSA \ \ \ ` �O? \ 702.83 / / \ LOT C)= Z UTILITY EASEMENT (TYP. A v '/ -'• • `• ` D.B. PG. 48 Y C) LLI 49 LOTLu PROPOSED UNDERGROUND STORMWATER MANAGEMENT = \� • `. ` '. • ` 50 (� Lu \ ul FACILITY'D' -SEE VSMP PLAN FOR DETAILS \ - ��A\� _ (WPOzoz000053) \ � • •� • i � � n / ~ OO \ m . Lu L1J • ` ° \ \ \ \ O \ VAR. WIDTH SWM FACILITY &\\ \ �� `. '. \'. \ ■. v v v cc v v 0/ i ��� w Av MAINTENANCE EASEMENT o O O \V D.B. \PG. \A V ..v` \ TIE-IN TO EXISTING i U)OOPEN SPACE A SANITARY SEWER MH- \ \0 \ I0.34 ACED UNDERGROUND STORMWATER MANAGEMENT \ \ -�- jLu / �f FA -SEE VSMP PLAN FOR DETAILS (WPOzoz000053) V A D.B. PG. �l _ A ♦ A \ LU \ \ \ \ \ O \ / . •• •�\•��• .� .` S• ��• � • . ,. A � � i � -k ✓ �/ /,i/ i r � JQVAR. WIDTH SWIM FACILITY&�A � Q MAINTENANCE O EPSEMENTV D.B. GA �O ROPOSEDzo'ACS C) OO Q UTILITY EASEMENT (TYP.) �� N SEE VSMP PLAN (WPOzoz000053) • `_`• •. • -' y` • I SANITARY SEWER PROPOSED UN' FOR SWM OUTFACE DESIGN / �� 1 PLEASANT GREEN PHASE I - ROAD & UTILITY PLANS (SUB-201 NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE o w GRAPHIC SCA-L�� � � � � EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 1V A \ E � � �/�� Job No. n \ -o 70 \ i ,. - Qo /� jj 30 0 15 30 60 �120 A \ .. o 0000 o Q o o Ll V1 Q I �� 82154 A A 0� 0OV Q� m � °%•2o'UTILITYEASEMENT �1 v A SCALE Q O D.B. 5264, PG. 297 0� 0 DO u O' N FEET ) �v Ooo I inch = 30 ft. / �0 // �V A A _ / fll �/ �;� GeA SHEET NO. Cul 4 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD-1 B 12" Yard Drain 717.00 12 65.80 4.06% 714.00 711.33 HDPE YD-1A 12" Yard Drain 714.33 12 47.80 2.09% 711.33 710.33 HDPE VD-1 12" Yard Drain 713.33 12 1 41.30 1 2.01% 1 710.33 1709.50 j HDPE EXIST. GROUND EXIST. GROUND Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Litct)ford Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Renwick Lane (Private Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 5' WIDE CONCRETE 3' CURB & GUTTER SIDEWALK CLEAR R ZONE; 2% 2% PLANTING •:..:. 4" VDOT 21A STRIP STONE BASE sr(pA'/E SUBBASE 5E� 6 -82.5 B2 5 6 0' ,0' MIT LANE) (T AV LANE) 24• F/C-F/C 49' R/W TYPICAL NLTIGf B0j?fI00,0 STREL'T SUCTION (49 ' R14F� RA&BLINC BROOA- LANE a@' LITCHFORB ROAD (ALL FUBLIC ROADS) CS-SSAR RESIDENTIAL cE AIIXPD USE SUBDIVISION STREET DESIGN SPEED.' 25 AlPH Al PARTYING PE"ITTEB NOT TO SCALE POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' CLEAR ZONE SURFACE 2% 2% 6' PLANTING STRIP 5' WIDE CONCRETE SIDEWALK EXIST. GROUND EXI ROTS . OUND GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE I POINT OF CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START R/W C/L FINISHED GRADE OF CONSTRUCTION. CURBC& GUTTER c& CURB GUTTER 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS 114".•1' 114..1' PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 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 DESIGN N• wor ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. STONE 4.1 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR BZ2..5 10' (D• B,' TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A RAVEL LANE) (TRAVEL LANE) 2. NATURAL WATERCOURSE. 20' E P-E P / / 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 27' PRIVATE ROAD R/W VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE TYPICAL ALLLTY SUCTION - 27' PRIi�ATE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE RENIf'ICK LANE (PRIPATE ALLEY) ALBEMARLE COUNTY INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER 15 HPII DESIGN SPEED WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. GENERAL CONSTRUCTION NOTES NOT TO SCALE 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B 1. PRIOR TO ANY CONS7RUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, OR C). INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY PE-1. NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. 2. ALL MA7ERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR SPECIFICA77ONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PRODDED IN ACCORDANCE 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ANY CLEARING, GRADING OR OTHER CONS7RUC77ON. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. PROPOSED i.S" SM-9.5A OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE SURFACE COURSE ACCESS. REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. PROPOSED 3" BM-25 11. THE SPEED LIMITS TO BE POSTED ON SPEED UMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT 6. PAWD, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN INTERMEDIATE COURSE FOR PUBLIC ROADS. PROPOSED 6"-8" COMPACTED THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY IN ' AGGREGATE BASE COURSE 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL ORDER TO STABILIZE A DRAINAGE CHANNEL. TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. coMPAcreosueGRAD 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE ORGINIA MANUAL FOR 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT UNIFORM 7RAFRC CON7ROL DEVICES OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE INSPECTION PROCEDURE AND NTH A VDOT OR COUNTY INSPECTOR PRESENT PIPE -CLASS 111 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA ASPHALT PAVING - PROPOSED PUBLIC ROADS GENERAL ROAD NOTES: STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NO SCALE GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT PROPOSED STATE MAINTAINED ROADS: OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND COVERED. VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE RIGHT-OF-WAY BEFORE BEING COVERED. SUBGRADE. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY DRAINAGE TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE CONDITIONS INDICATE. THE PAVEMENT STRUCTURE IS PLACED. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF v. PLACEMENTOF BASE MATERIALS, INCLUDING STONE DEPTHS, FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. COURSE AS SOON AS POSSIBLE. PAVEMENT vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION METHOD OF CORRECTION. TO SCHEDULE AN INSPECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF OR III PRIOR TO PLACING AGGREGATE BASE. VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT MAINTENANCE. THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS THE PUGMILL RE UIREMENT WILL APPLY Q . STEEL BOLLARD DETAIL NO SCALE 3/1G" STEEL PLATE WELDED TO POST h GROUND SMOOTH 2-1/2• DIA- GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND IN51GNIA YELLOW 3/4• DIAL STEEL PIN W/ HEAD W/ 3/8 DIA. HOLE FOR LOCK FIN15H SURFACE 3' DIA. GALVANIZED STEEL PIPE SLEEVE CPAINT A60VE GROUND PORTION SAME AS POST) SIT- CONGRETE FOOTING 3/1G' STEEL PLATE WELDED - TO SLEEVE 12 NOTE' DRILL A 13/1G• DIA. HOLE THRU BOTH THE P05T AND SLEEVE FOR PIN PLACEMENT. 0 T7 CO 9B MIRKRN S C VY WIDTH OF ENTRANCE W EXISTING MPROPOSED EXPANSION JNi SIDEWALK OR SIDEW&K SPACE F F IE 2.. p.. JJ(• EXPANSION JOINT w S 0 F-CUR ; w ER UNTY2 INCLUDED ENTRA4LE TER RERGGUTTER i IN a 4 IN Flow LINE W W EKPMSaN ENTRANCE WIDTH JOINT DESIRABLE MINIMUM IB' f ABSOLUTE Mnwu 1z• ME OF PAVEAENT LIMTS OF PED. LIMITS CP PED. /.LLE55 ROUTE® ACCESS ROGOTE IMAVED STATENON-TROERSMLE ASK L UMAVEG TAE EMf RNRCE l W. z OF LIMTS OF PTO. c LINKS PTO. CESS ROUTE® NW-TRAVERSMtEACESB RWTE® PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE AMI A. RG.T-OF-WAY IS RE IREO 6 lxE LIMITS OF PEDESTRIAN ACCESS FRUIT EXTDIG BEYOND ERNMW OR HROMSED VDOT IT T-OF WAY, PEOESTRM ACCESS BODIES PROVIDE A CONTINUOUS iRUDIEG STABLE FAR AD SLIP RESISTANT :e..e PNOBATH COHNECIYG P1L ACCESSIBLE ELEMENTS OF A o4v4 e4e' 4o. e. 4e.e FACILITY THAT CA BE MPRCACKD. ENTERED AO RY PEfES1RN5-F WR, JUACESS ROUTE ISMJACENT TO BACK of N WIDTH SHOULD RE s'. SECTION F-F G HALF PLAN W X PEDESTRIAN ALDER MUT. ® WE BEND PROVIDE A MINIMUM s' TRAVERSABLE WIDTH REWFRED WITH A MAX. 2X CRISS SLOPE. WEN USED IN COIIJWCTIOX NTH STMDMD n PARL W-3 OR CG-r THE CUM FACE ON THIN STANDARD IS YO BE ADJUSTED TO MATCH THE MOUNTABLE CURB WKOURATICN. ® NoaMA GUTTERA _-- < �. .:. ______ ___ YIT SECTION E-E 'P - .i. ". •°. AY. •q 9 eY 54 not To 10%CHANGE e9e a eYY^Pe4e4644$¢$4'4eYv CLAN Al IX.E.S.I LONG. B- AMA. BASE TYPE I SMUT 210 ® PONT CP CP/LE CrvMGE tti MAt SLOPE 5'-0" ei. FOR CWB AW CUiiw WLY y{ . L'. .\. F iT R BUILT LY x a 12 i WARREN INCREASE INMOPE AT MINIMUM 10' IMTERVAB o,e 4e¢g4o-Y-e^' •" CTION C SECTION C-C " IT M RIGERVAL HID' AND 4 i MARIUDECREASE M REASE FW SLC I.EEDNG URBAN LATER SECTION D-D sPEaFaaTW REFEWEMGE STANDARD ENTRANCE GUTTER NV ROM MD RRDGE sTANAi05 REVSpH GATE SHEET 1 OF 1 SO NIRGINN DEPORTMENT OF TRASPCRTATON 07/15 203.02 EW-12 TOP OF LUi PAT LIMIT<TYPa!LI T CUT OUTLET RFE TO Q88DE ITRANSIENT BEGIN WITH 45• WEE IT H ELBOW AIN ' FILL SHOULDER CROSSDRAIN CD -)AT LOWER END OF CUTSME OF PAVEMENT CENTER LINE SECTION TRAVEL LANES 1,�'2 _ (WITH TYPE ISELECT MArERNL)/ I65' TRY TRENCH PLACEMENT My x JJJ PAY WITS FOR gITLET RPE TO SHOULDER LINE BEGIN WITH 45• t-PAVEMENT 91IRFµ[ k BASE EL TCE Of FLL oPC 11 BUD �• o�'o• •"•"•"• �SeUV MATERUI TYNZIL SSP .np 1"Ro TE 4B R GATE 00 LRU91f0 5 ME E AEG E : GLASS METING pB GRIDATpN REWIREYENTS. PLAN VIEW c6oTwTu oxuxwE FABRIC (PLACEMENT OF CD-1 CROSSDRAIN) OR �- PAVEYEHT SIAFACE Y BASE �- suaBasE OR ¢IaWT sTAsgYED SUBBASE o 000; O Polo a -ALECT MATERIAL TYPEECR SUBSTRATE Pa CEMENT OR LIME STABILIZED) GFOif%nLf #5l ACCREWTE, pR A GRECATE OR CRUSHED DRAINAGE arcs LCETNc Na cReDATpx REEUNF3IExrs. GENERAL NOTES FARO L UNLESS SPECPCµLY ReNCATEO. MOBWRNN WILL IpT BE LOCATED AT THIS PONT WHEN WIDTH MUNDANE MD SIACRAOE ME STAKIZED 2. TISNCH WALL BE FILLED WITH AMPEANTE AND THADLI RNO TAPED TO ENSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE T OUTLET PIPE SHAL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT MO SHALL BE PLACED ON A GRADE PMNLEL TO THE SHOULDER SLOPE 2 S MN. 13 % DESWAd£I (RACE. A. ON CURB NO GUTTER SECTIONS WHERE R IS IMPOWB TO OTHERWISE PROVIDE EYE, IN.OUT 5 FCN CROSSDRNNS. THEY ME TO BE LOCATED 50 AN TO VAN INTO DROP xEIS aR MANHOLES. 10.1531 5, aN SUPEEWCE WED SECTIONS WENCH 5 TO BE UNDER ENTIRE PAVEMENT MEA WITH OUTLET PPE ON LW SIDE MLY. S. INVERT ELEVAM AT OUTLET ONE OF WTLEI ME TD SE A MINIMUM OF P-0- ABOVE INVERT ELEVATION OF RECEIVING GR BACK DITCH eR STRACTygE. W WALL THICKNESS WNI - INCHES ]. AL CONNECTIONS (ELBOWS, WYES.ETCJ WITHN PAY UNITS FOR OUTLET PIPE ME TO BE OF THE SAAE CRUSHING STRENGTH M THE CUTLET PPE. WNW TESTED MCVRDING TO MTM D-2412 AT 52 OFFLECTICN. S. CUTLET PIPE TO BE SECURELY MO TED TO EW-MR OTHER DRAINAGE STRUCTURE. VDOT SPECIFICATION Roro AND BMWE STANDARDS STANDARD CROSSDRAIN RFEEREXLE SHEET I OF I REVOICA DATE (AT LOWER END OF CUTS) 2S3 0" mI W. YIRaMA DEPORTMENT CF TRANSPORTATION TaI CC 11 NOTE: WHEN A PEDESTRIAN ACCESS RdRE CROSSES A COYERCIA ENTRANCE THE CROSS BE RE SHALEHE2X FOR A WWTX OF 5 PEET. A asEET GENERAL NOTES TR AVRwpx SAE wRFARc INLAYS TO BE AS � AN MAINLINERJAWAT ISEE NOTE 31 SPORM Ox PLANS[ (RADIUS TO BEM 1. WEN USED IN CONJUNCTION MYTH STANDARD CG-3 OR W-]. THELING FACE W THIS STANDARD 5 10 SHOWN ON RANI BE ADJUSTED i0 NNCX THE MOUNTABLE WaR CF2 OR LG-6 CONFIGURATION. _ _ / / 2. SEE STANDARD C -G FOR Wae RAP DESIGN r0 SE SIDEWALK USED WITH TIFF STANUNO. 4CEWAK ISEE NOTE 5) I OPTIWA UNPAVED SPAR SLOW LIKE 3, MAINLINE PAVEMENT SHALL BE CdISTRUCTEO r0 THE RAW ME MY SLBGRME STABILIZATION _ " --- a j---- [EXCEPT REOUIP£D FEW MAKERS PAVEMENT WHICH GM BE EMP.WSpN OMTTED IN THE ENTRANCE.) PINT EXPANSION d. RADA CUROR COIEINATIW Mp WETTER NOTE: WIDTH "B21-0" OR ART IRDWAY XALL RE NTO EFIDD TE 11. LIS EXCEPT RM REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION rJ PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE WAA CANNOT ACCOMMODATE THE TURNING REQUIREMENTS ANTICIPATED ATED HEAVY MUCK V 5K RFMC MARLINE ROADWAY SLOPE O' PARABOLIC CURVE ENTRANCE ONLY) iRlfFI Fl THE DEPTH FOR $DEWAN b CURB RAPS WITHN ED LIMITS OF C RApII31OVLD BE NWVYo To ]-.(YE cc-w 6p CE PAV OR eY UM- D TN W LINE CRAE CHANCE _ _ - p WTpxA SLOW WEB S. PLANS AGE TO INDICATE WHEN CONSTRUCTION OF A FLOW NYHM-----RITE _ [gE TI NE IS NEWRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. BF MM. 0 ® ], THE DESIRABLE AO MAXMUM ENTRANCE DRAW CHANGES GRACE CHANGE --- C11ME LISTED IN THE ALOWMLE ENTRANCE GRACED TABLE. AN DESE VALES ARE NOT APPLICABLE TO STREET CONNECTIONS. Y 2a' NxMIM IaR LWNEROA ENTaAKE INTERSECTION NOTES R. WHEN M-11 Is USED FOR STREET COIECrIOxs THE ACCORD W CONSTRUCT WAS CHANGES NTH A PM C CURVE CONNECTION MUST BE DESIGNED IN WITH AMENTo POLICY AU THE IFPUCABLE RFTIaELENTS SECTION OFTHE NDOT ROM DESIGN MANVA,INCLIDING STOPPING A - A SIGHT DSTANCE AD K vAVE REWIFEN,ENTS. 9. OPTENA FLOWING AGO REQUIRE WARNING OF A PORTICO TH WETTER i0 RNVIIE POSITIVE ORANA.E OLDENE TOW. NO55 TXE I ALLOWABLE ENTRANCE GRADE CHANGES CLAPS A] !IS IX.EU - COHLREIE SECTION C-C ENTRANCE VOLNE GRADE CHARGE 'D" DESIRABLE MA LM HIGH wWE TxM uoo vP0 ox 3% MGDIUN 500-1500 VPD 53% 5% LOIN LE44114W SCO VPD SBY BS NOTE: ALOWMM ENTRANCE GRAVE TALE IS MY APPLICABLE TO STREET CONNECTIONS WECIFICATIW I REFERENCE METHOD OF TREATMENT WONT AND MODE STAwMDs mz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) RevmW DATE SHEET 1 of YIRGNIA DEPARTMENT OP TRMSPwTATCN 0]/15 2W Oe EXISTING RAILROAD PHASE III (FUTURE) 386 ADT No. 35791 F� 12/30/214� Yl I O / z o ¢ G O U ED I U m f W U1 U) u Z ,a-, f ^� O Z l wf W fY / f \ 6 r � O PHASE II \ 1 LOT OT � 66 i TRIP GENERATION CALCULATIONS - PHASE IIA _.. \ .... ADT RATE AM PEAK RATE PM PEAK RATE CODE210:SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 PROPOSED- 10 DWELLING UN ITS 94.4 VPD 7.4VPH 9.9 VPH (47.2 ENTER/47.2 EXIT) (1.85 ENTER/5.55 EXIT) (6.24 ENTER/3.66 EXIT) 'E0 CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 1 1p \ O _ PROPOSED- 14 DWELLING UNITS 302.48VPD 6.44VPH 7.84VPH \ \ � '�'`' 1➢ (51.24 ENTER/51.24 EXIT) (1.48 ENTER/COINS EXIT) (4.94 ENTER/2.9 EXIT) TOTAL: 24 PROPOSED DWELLING UNITS 196.88 VPD 13.84 VPH 17.74 VPH o1 (98.44 ENTER/98.44 EXIT) (3.33 ENTER/10.51 EXIT) (11.18 ENTER/6.56 EXIT) NTRIP GENERATION CALCULATIONS BASED ON ITS TRIP GENERATION MANUAL (LOTH EDITION) TOP OF r4- 2" R CURB (VARIABLE WIDTH) NOTE: BASE COURSE- 61"1' 4" CONC. NOTE #ABA OR URS#2113. NOTE: VDOT #57, #68, OR NOTE.• 3, 000 PSI VDOTDEPENDING ON AF • • �• •• i 7" #78 STONE BASE UNDER AT 2$ DAYS, 4 r• ti, r ULTIMATE TRAFFIC • A •• • • •�• � . •� ' . � .f E r CURB &CHECKED BY OR S77?ONGER VDOT PRIOR TO PARVING // // / / A. LIMITSAND ,•!�, •• •• •• '�• M' UNDERDRAINS .'.•�•_ _ AND/OR BACKFILLING\/�,\\\�\ °.''` PRIVATE ALLEY NO SCALE CO-2 LINTS OF PAY FOR PAVEN:Nr WSJ OUTLET PIPE sueBME TOP OF Wr U" COIBIHPTN. Waw.... suaGRAL TL aF Fu Ew-12 �1•' FLL DITCH IIYRCµI lf' SHOULDER LINE IJNE 11 LE EDGE OF PAVEMENT CROSSDRAIN CD-2 ON FILLS CENTER LINE SECTION 1 �r•�GD TRAVEL LANES U UNITY TYPE I SELECT "URA) - ---4---AA-T---------4--- EDGE C£ PAVEPENT TRENCH PLACEMENT SHOULDER LINE I-OFYPICPLI-x iQ OF FLL �PAVENENi SURFACE L BASE $:JBBAY / UNITS OF PAY FOR "p.q OUTLET ME .POP. e o. rYLECT wTERA TYPE xanE PLAN VIEW SHOWING PLACEMENT OF _"�• CD-2 CROSSDRNN ' .57 AGGREGATE. •B AGGREGATE OR Oa9ED •p-G.. GLASS MEETING RB GRADI REOUNEMENIM. GEOTEKTLE WANME NON -PERFORATED OUTLET PIPE BB OR 1. PAVEMENT ....S R BASE SURBM1SE OR CEMENT STOBIMED SINBME -SELECT MATERIAL PEICH SWCRADE W WALL TYICKNEss IMlm- gECHEs - o'oPe ePePSPo o siealzfm WWW*ESTfo ACCORDING To ASTM cadlz AT sx Dfafcn0u. 95, A➢GREGATE RB AGGREGATE CR CRUSHED i %Y GNSS AEEIW RB VACATION REQUIREMENTS, DEO E LE DRMVwE r-a•• FAJRM, GENERAL NOTES L TRENCH SNI DE FILLED WITH AGGREGATE Yp THOROUGHLY HONE TINNED TO INSURE COWAGTIESS. APPROACH AM PAVELENT 2. OUTLET PIPE SHAL BEGIN AT THE EIXS OF THE TRAVEL LINE PAVENwT MT SNAIL BE PLACED ON A DRUM PMNLEL TO THE SHOULDER SLOPE 2 % MIN l3i OESIRA$FI GRACE. B21DGE :" wB(MSE A ON CURB AND cViiER SECTIOMS.INEFE IT IS MP059AE i0 OTHERWISE PROVIDE - - CD"2 OUTLETS FOR OR NAME, DRY ME TO BE LOCATED 5O AS TO LEA INTO DROP WL •_ - INLETS P( NAMLEA GfSGATE BAY MATERIAL TYPE 5'- I 0 L� �AS�RE N0. 2E B" NN. EEPTR -I ! ON SUFERELEVgiEO 9ELTpNS TREXCX Is i0 BE WOER EMnf PAVEMENT AREA I- NIIX OUTLET PIPE W LOW WE ONLY. 5. INVERT ELEVA:M AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM CIE r or MOVE INVERT RENATIW OF RECEIVING ORMMLE DITd OR STRUCTURE. PLACEMENT OF CD-2 CROSSDRAIN AT 6. ALL cDENPOTIOxs E(eows, WTEs, ETC.) WITHIN Pa uuas FOR WnET PIF£ AL TO BRIDGE APPROACH SLABS RE w TTE SAVE cRusxnS STRENGTH M THE OUTLET PPE. ]. CUTLET PPE TO BE SECURELY CONNECTED TO Ew-120fl OTHER DRNNNE STRUCTURE, SPEWIOATION REiEREx2 STANDARD CROSSDRAIN RCM Mo eRNGE sTMpARDs z3z MI TAT GRADE SAGS AND BRIDGE APPROACHES) Rw9W DATE $XFET I w 1 Tp1 NKRNnM osPMTuwT W TRANSPORTATION o2ne me.Ds TYPE Cf RH CHUSHFC STRENGTH MILT " NUM. pN,£rER %W,i. 6" NOu. DIAMETER wO]TM WALLPVL .VJ p.I6J Su00iH WALL PE ]p P51 MNN Tp P51 WN% Me! RUDE: CWPONENTS W CURB RAP$ CONSIST W THE FOLLOWING HYORWLa CEMENT SIDEWALK (DEPTH N INCHES. MEA IN SQUARE YMOBI GENERAL NOTES CURB WHEN REWIRED (W-2 OR CO-3 IN LINEAR FEET[ BETECTMLE WARNING SURFACE uaA N SQUARE YANDE THE DETECTABLE WA9MNG SHALL HE PRONGED BY iRWGT DOMES EPLX OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD ME SOUR EO FW EMI MR. CUT MAN. 2, THE 2 EETE-TAIEE WNWNS SURFACE PRODUCTS OPAL MEET TXE IEWEEYENiS OF OF SECABN 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WMNNO SURFACE. DETECT IBE BONNE AGSM' PR -DUCTS HIRED SNAL BE FROM THE MATERIAS 4b1 INµ RAP 12.1 MAX MPRWED PRODUCT LSr NUMBER T2. 3. SLOPING WES OF CAST RAP SEAT BE POURED MONOWITCALY WITH WAP FLOOR OR BY USING FERN55BLE CONSTRUCTION JOINT WITH REQUIRED BARS. 0 e A. REOMFEO BMs NE i0 BE N].5 X B" RKEO TOFNTER i0 CENTER µONE BOTH 90(s OF THE RAP FLOOR, MO-CEPTX OF RAM FLLC2 MINMUM R CWCREIE COVER tY] . p:1 MA% 5, ROMWAY CUD / CLIMB AND GUTTER ACH TEAMSTERS ADJACENT TO CLIMB TYPE A RAPS AFE NCLUMD W PAYNIM FOR CURB / CURB AND DUTIES. PERPENDICULAR 5. CURD Ill AM REgARED DOW SIDI AND SHARED USE PATHS. THE WIDTH OF THE CONE RAP SHALL MATCH SIDEWALK WOTX. WHEN CURB RAPS ACE USEDN CONTJ�B USE P M0 USE PATH. THE MINIMUM WIDTH STAL BE THE WITH7. CEDMTAAE WANIWS SXAL EXTEND TXE FULL WITX OP TXE''51BR SURE RMP LACING FLUORB. zm CNW RAPS BLL BE INSTALLED MO LOCATED WITHIN PEQESTRM CROSSMAKS121 MMAS SMWR W PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAPS SHOULD IIOFTSE Ex. ATED BEER) VENCLE STW LIKES. LICNT POLES, FINE EIYMMiS. DROP TYPE B 9, RANK MAY BE PLAEO ON RKTAL OR TMGENTIµ SECTORS PROVIDED THAT PARALLEL OF THE NX AN THE WINE OPENIKOK IS PLAm WITHINCONNECTION 4 \. OPENING THAT 1XF AOIS AT 11E [CNNECTION OF THE CURB OFENNG 5 OF THE C B FERPENW LM 1 i U 0 THE CURB. Y vnro"ti �q 4.rRt•,. ))V SL 1 P Vi I IO. DETECTABLE wµNMO $WfAtf PANELS snµL BE WSiµLED Pwsx wrtn >` 1 YHA i o ti, ,MAX I TIE BAY Cc CWB. 11. WHERE CURB RMWS INTERSECT A RARE SECTION OF CURB AT ENTO CC Tl 12:1�HAlt S B. GR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE KRAL 5�ylry` A FACTOPY RADIUS OR BE FIELDMODIFIEDAS RECOMMENDED BY THE ,W, Y OF MAANouzoilnWFOR METHODS Or A RISSTA ICING DETECTABLE WARNINGSSGON RAGSius. "NOT AT X 2" HIGHER THAN T EDGE OF PAEIENT Ai M Y SCE AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED OWE .6"-R4- C-C 00000 N L A0000 0000000 LMonc qNM - 00 000Dopo o0 OF o00 DOD o0000000 o to 00000000000 ooaoIN 000 o00 oppp0 D000 ro� 00.. o a o o o o 0...0 x- x F HA rR IT 00000000000000 ceTEcrroLE WAMNG ' AT BA9( OF CHID "-14" VMUdF FEEL NDTN OF gAIM FLOOR SEE NO IT B. 1- PAT LIRiS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �voor COPY O THE O OIHµ STAVED µD SIGNED DRAWING IS W FILE IN THE CONTRA. OFFOC SPECIFICATION REM MD MINE STANDARDS CG-12 DETECTABLE WARNING SURFACE R2 LNG' sxBEr ICE s RwSaN SITE (GENERAL NOTES) 'DNS spz 20401 04/9 VIRG" DEPARTMENT OF TRANSPORTATION SW PAVED SHOULDER SECTION V TO WE IS NO SCALE VYEWMIN SINAL BE CFIIIFIFD WDER MM AMC WETTER GEOIEYTLE IiMNfF r/ (OVERLN 1'-0• AT TDR _ - PAVflENT 51R0MODS DURJ'T RPE SEE NOTE 1 INS] IDWEDATE. NB • PFTi XCDIET Da PFWHED LMs LEc1ND NB aMAnW BEa1EELlwr. CURB MID GUTTER SECTION RB. COMEDY M CONNECTOR COPS PAYWE VUET T-0• M �mm EN-12 ITYRCAI OUTLET PPE 1O SCAT VOf7T 9PECECATpA STANDARD PAVEMENT EDGEDRAIN F.E. q,p BM)OE sTADARDs MM 2 1 W 2 REVISION ONE BUT m.DB VINCI DEPAVTLENT OF TRANSFORTATON SON ]m CO-12 A .5 DOWELS. B- LOW I HERY651AE AT JL'OWNIiRUCTpN 12.1 MA% "P� y y LRAP 121 MAX X B _J RAP ISEE THOLE] A (BEE 1MLE1 40 MI ON OWTI TO MI RNOUCI Na Li/RMSITILN @liiER PM SLOPE TO 20:1 iXRWGX RAP LENGTH GUTTER PAN MAXIMUM SLOPE 20.1 BY YN SHAPE TO MATCH EAE OF ROIDWAY LYRE BACK CP CUR B d : 20u B:1M SECTION A -A AY- y 1 121 MI g'\ WI WITH BUFFER STRIP M SLOPE P LEWIN 17712:1I Y4L,� tt!::M WITHOUT BUFFER STRIP EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT L. III °o C, ua. _l. "S CAN DETECTIBLE WARNING SURFACE PERNPRILE careTaucnan DINT y p CROSSWAI{ \, "�'I SECTION U-U CNwa NOTES: CWRED cuM ONE DIRECTION STRIP ONE DIRECTION WITH BUFFER STRIP I. FOR GENERAL VOTES ON THE CETECTMLE WARNING SU160LE BEE SHEET IV S. WITHOUT BUFFER STRIP 2. THE REWROD LENGTH OF APMILLEL RAP 5 LIYTEO 70 15 FEET, GOTTENREGARDESS SH LINE AOL. ]. WETTER PM SHALE BE A MAXIYW SLOPE OF 2011 AT THE RAP OPTIONS. C DIAGONAL PLACEMENT IS NOT PERMTTM. ull TYPE B PARALLEL APPLICATION ROADWAY GRACE N PERCENT MNINW RAW LENGM IH FEET P' 6Wa 6" Wqe 0 8 1 5 2 5 0 3 6 B a 6 D 6 8 ROM AND BRIDGE S STANDARDS SHEET 3 OF 5 REVISION DATE AMUC" 0/W CROSSWA. t CROSSWAK TWO DIRECTIONS SMALLER RA WITHOUT BUFFER STRIP ONµ SCALED µ0 SIGNED DOMINO 5 ON ME N THE CEH )ETECTABLE WARNING SU TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRMSPORTATION µ WDCE SPECIFICATION RFACE MEER DS spz 504 M M M N z M I Q 1 WC) J N LL1 N \ ,~^ / v I _j LU J J a W 7 > z �0 L UXMW III � W^, ' 1,V1 I/ W O N z < Uj O = cn z U Q 1 I ^ V I 2 Y � z LU p � z � LU V Ul U) LU LJJ � ' I w N LLMI Uj U) �z1� v, ® � /^\1 V / I- J Nw a LNV W < J J 1/.lL V 0 O O N U W 0 LU of d JOB NO. 182154 SCALE AS SHOWN SHEET NO. 5 IS 1/2" E.J.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4' INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS I PVC FEMALE CL=UTA_____ WfT11 D___ FLAT SL KOR-N-SEAL No. 5406-10 AWS' • WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45P BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTDREI SANITARY LATERAL WYE --- (i [ (Y ------------- I - BOTTOM OF TRENCH SECTION 'A -A' /� /•`��• SEWER _ CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY FUTURE SANITARY LATERAL (WHEN INLTNE LAYOUT RE17D) CAST CLEANOUT IRIS FRAME AND LID FRAME � \T` \t (TI H1 / 'rV, % ( 1 22LMML��L22IIoo I I�LStlG6W ', 1 1 I\ L P r { �.... WYE SEWER LATERAL A A CONCRETE 45" BEND COLLAR PLAN VIEW _ - - - STANDARD SANITARY CLEANOUT IN PAVED AREAS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - 110':b,I I IO'- WATER SEWER 3 A o � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM % SEE PART 3, PARAGRAPH ➢) SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS TUTS FIG. W-1 (4) 1" (amm) CA NO= o so3/4• (EN1mm) DA O I, 1 1/2• 27 1/z' Dw [�.] [699mm] 26 1/4• DIA 7' F`......-- 1657TI [178mm] f [606mmjl Dw [722ITITJ I 5/8• [t6mm] D D �28 6- CI 36. TO 'lll [914mm] iH'� O 26 [BBOmm 1 1�• 13/16• [38mm] FRAME SECTION I [29mm] 2• (51,Nn) LETRAS (REOkRED F115H) [a5mm7 1 q�% SPN C7Bm ] 4 3 22 13/16`3mm]'I 2 1/8" 7mm] [97mm] [579mm] [54mm * L, i 3/8" [635mm] 4 11 /i6" 16, [35mm] 9/18" O.D. OF CKT GROOVE [11 [14mm] SECTION VIEW i/4" (6m) Dw CAM B01'T SEE .A'sp1BLY NEOPmRENE GASKET DEf1R L (2) W9RR X 5/8 X 1 1/2 n S [` (2} GORED BBD• LL i 5/6" RT# 12) 3 PARTa dD11X3q,5 (2) 6LT RIX 5/8-11XN 1/2 55 F W PXNtBRAS [6mm 2400 ' [41mm PART# 00981250 [6mm 1/2' 1 1/8• (2 UC) Dw BOSS [13mm .63 DIA STAINLESS STEEL ROD (2) WSHR 5/8 ID Im OD SE PART# oDA6T318 PLAN VIEW PIOKBAR & IACKLUG HOLE DETAIL 2) NO NX 5/8-11 7H NYLIC NOTE: PARf(I MINI 1. ALL MANHOLES WD1BN 100 YEAR FLOODPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NO MX JAM 5/9-11 ZN Z ALTERNATIVE D SHN FOR WATERTIGHT COVERS WILL BE CONSIOMED. PART$ W051M 3. COVERS BULL BE FIXED TO FRAMES WITH LOCNNG LUGS OR SWUAR ASSEMBLY. (2) 1935R IDS( LUG TYPICAL WATERTIGHT (SHARD PA" Qo1&15US MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S-LE TD-32 (4) 1(25mm) Dw HOLES ON 32 3/4" (B34mm) Dw BOLT CI CLE. 2" (51mm) LETTERS (RECESSED FLUSH) r 0 [25mm] D r Sp N I A Qr PICKHO EED SS 1 1/27 D [38mm] T O 0 0 r w = N m v A: W `` (2) CARED u PICKBARS T1 1/8" (29mm) CIABOSS D �" v 27 1/2• CIA 1 1/2• [69m Bm] m 26 1/4• Dw 17BmNO [667mm] [ ] 25' CIA 1 1/2- [38mm] 1/4" (6 [m) Dw] 3 1/B' 24' D14 NEOPRENE GASKET [79mm] O [606mm] �iu T28 7/,6' CIA I! 523. CIA M ] 11 BOOM] 8 36" DIAze CIA [91m] [635mm3 FRAME SECTION O.D. OF CASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL t o , ( gZ4 IN a,• INITIAL BACKFILL11;61 MIN MIN, BEDDING STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE g• 4 I B. INITIAL BACKFILL 4 NO SOIL\ - MI MIN. B 6 8 STONE MIN MIN GRANULAR FILL AS APPROVED BY ACSA STA CK' STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.140 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FlG. W-2 TD-2 V COMPRESSION x 3/4• MALE PIPE CCUPUNC� OR APPROVED EQUAL I" TONE N" SOFT COPPER 1"d5 NOM NO SW:A1E0 FITTINGS DUAL SERVICE SINGLE SERVICE NOW. 1) SADDLES SHALL BE USED ON PVC PPE, 101 FOR USE ON ATTACHED SINIX2 FAMILY RESPENTIAL SLRMCES OR DUAL RESIDENT& .`{----.T AND IRRIGATION SEMM ES. IE - 2• IL 7MPRESSNIN , 3/4" MALE PIPE COI APPROVED EUUAL FOR USE ON DETACHED SWORE FAMILY WSIDENTUL SEANCE WHERE M ImRGAnON NEIER IS NOT PROMDED. IBM CID -FIMSNED GRADE 34" LAN. COPPERSEIIER f/B BEND COUPUNO� vs ME'RR 1'w4i'v11 •Iy �+�h cOIRORAOON STHP Y'•"� ✓• PNIX AS 4 �A�,.^a,41uy' tR�xy K¢SSARY CARD CR MET UNDER No Ncn :AbJ'l `i ."tit,ui a e WAMEIER DRNN PIPE, ,r STONE POCKET. l N MIINNN THIMNEA) � s .t�r;wyi yV •L F; SPNG. WO4AlE .MM.._.M+:.. +U TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TO-10 ACSA GENERAL WATER & SEWER CONDITIONS (September 24, 2023.) i. 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. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL3874 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 TESTTO 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. 23. 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. 24. 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. 2S. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 26. 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. 27. 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. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L I H I T L I H T BO 2.50 2.50 3.D1 0.24 4" 6" & 45 22 7/2 2.00 1.50 2.25 200 2.60 2.52 0.15 0.10 2.00 225 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.56 3.16 3.21 0.48 g" 45 22 1/2 2.66 LEE 266 2.16 2.77 2.69 0.26 0.13 3.16 291 265 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 L83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL 111RUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 IU-6 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 4 NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* EMBEDMENT B"MIN (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER NO. 68 STONE - _ HAUNCHING BEDDING 6" max 4" min OUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 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' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 TD-13 I FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA --, 1'-0" MAX y_FI„ 4" DIAMETER BRANCH AND VALVE � - WATER NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (2707 2' TO 10' 18"-22" ALVE BO% 7 CU. FT. /j6B STONE 42"MIN r 6" GATE •'•., VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST .•': i,��I;(� ` }! BLOCK AGAINST \ / UNDISTURBED STABLE SOIL. STEEL PILE ^�I WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1 2 MIN. COV ER FROM THE MAIN / TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 VE BOX RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") J. PLUG VAKIDJ THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP I LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS MG. W-6 TD-19 RUBBER COATED STEEL 3'-I MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS .4 12- -MIN MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF -r CONTRIBUTING -- `-"s--- SEWER.� "• . 12° A FILLETED INVERT OR A SMOOTH ''ed TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. 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 TD-25 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 'a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE of I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II a U z N 3 M.J. GATE VALVE WATER LINE In 8 r I 1_ I 2500 P.S.I. CONCRETE P 4 2'x 2' BEARING AREA. THRUST BLOCK •: 4 .4 V a . A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD-9 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL t] MIN. 12' CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 10 THICK VDOT 1•, No. 66 STONE BEDDING 6'x8•xl6' AND 4•x8'xi 6' SOLID CONCRETE BLOCKS CENTER WALL (4EACHHSI )R DOGHOUSE MANHOLE BASE I MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL OF STRUCTURE BEYOND BASE BEFORE FILLING THE OPENING OF SNEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING ( 12" MIN. CAST -IN PLACE A• 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW • I. NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD-26 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH FLEXIBLE CONNECTION -, NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE F CONNECTION " BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 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 MANHOLE. 2- SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE-(T I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 SCOTT/R. CZ •LLINSZ No. 35791 1�1 pow 12/30/21�� ti'SIONAL '0A ( C Z J O c Q 0 E F U Do U Z) Do w (n u � J L ^ Z .Q O H (n Z [ W ° ~ ce C w N n O Qi M � N 7- 1 M 0) N z 1 a W N Lu W N > Cn Zw J J Q J _ J z_ LLL U ~ 0 � � W Q Q OJ N o?S z T /'� T- L ) I- W � Q ° Y z Lu z � ul r� r^^ Lu vJ Lu LL ZLU (D Lu F- z - cl) Q J F- LU J Q 0 0 O O (N w 0 w a Ul JOB NO. 182154 SCALE N/A SHEET NO. 6 TREES UP TO 4" CAL. SHALL BE STAKED WITH za kY' 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 COURVEVTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES o/3 UP TREE 2'Sa" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX DOUBLE STRAND#n2 GAUGE WIRE - -- --- --- _ / / // / J 11 III/ WITH RUBBER HOSE&TURNBUCKLES / !✓ /! \ - - / HARDWOOD STAKE CUT& REMOVE BURLAP FROM TOP \\ / \ �O,o �� \ .•,, ¢/30F BALL AS SHOWN SCARIFY SUBSOIL TO4"MIN. DEPTH \ \ PHASE III - (`. / \ •// / T u1 . MULCH SAUCER V�•. (FUTURE) \ �, //, L1 V / -- '• • r FINISHED GRADE / TREES UPT04"CAL. SHALLBESTAKED. TREES4" CAL. OR LARGER SHALL BE --_ GUYED WITH 3 EQUALLY SPACED TWISTED, WITH HOSE AND TURNBUCKLES. LO P HOSE AROUND SSHOW , UNK FLAG WOVE BRANCHES \ - / AS SHOWN, FLAG WIRES WITH / COURVEV TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX \ (4) ASL STREET TREES COMPACTEDSUBGRADE \ \ ALONNLITCHFORD RD\- 8 UAPSTREETTREES SCOTT/R. Ct?LLINSZ No. 35791 a 2/14/22�� "LINILI CUT AND N APFROMTOP Tree Planting and Staking Detail rALONG RAMBjING BROOK LN / /\x x x a/30FBALLASSHOWN11T Not To Scale \ / /SCARIFYSUBSOILT04'MIN.DEPTH " � I (z)UAPSTREETTREES , 5 Cl/ 1 /� LQQQ F COMPACTED SUBGRADE / / ^ \\ \ \V _ - ALONG LITCHFORD RD / j / / / IN. �u��a / l / / / / !/ / /! \ LOT �� \ \ Evergreen Tree Planting Detail � vA � I 3 �, / // / • Q x / / / / /j / / / � ALLEY i Not To Scale i -- --- _ / O � / 9 % \ M �� ATE EASEMENT (2T R/W).401 F PUBLIC `m - - _ j / / / w. Q�OQ / / 5 / / �/ / M D.B. 5234, PG. 297Pill V / i / P ROAD 91 R/ ) \M - - - / / �� . //, LCT/ / / \ LOT \ - - - _ - - - Z o a / \ \ M 6ry I ---- LOT 6� 0 J L 56 z / o F // / OPEN SPACE // \ ✓ / LOT I W +"EXISTING '�++ ,\ . // /6z // l 1 / \ LOT \\ / 2 Lu ERY / /� ` \M // j / / / B / 55 \ / /Y c / ,'• LL T CEME+ \\_ i Ice GRAPHIC' SCALE 6LOT 26 54 c �- - \ \ - - - , ,"• l• `.l - - - T T l/ - `� i / / ! /// / // LOT LOB53 \ L / / \ / S; - / / \ \ / \ i / / �/ f // / /( IN FEET ) / --74 _PROPOSED 6 LANDSCAPI G EASEMENT Ylnch = 30/ft. / �� \ `+•Z"�+•` \,/ /// i' D.B.,PG. / / / - x /LOT \ \ / / ( ELOCATED ALONG S + " / / / DUPREE STREET _OT OPEN SPACE \ / / / / • •' \�� // / /// /// �// � - _ \ // // /� \ I .. ! \ � � �� // LOT \ / '���� ��1 / \\ � � z$ / / i / (0.30 AC) " / L %72CN Lu \ -- __--- \\ .- +�-.�.• +`'�\ �'��1 �� /j x� �---��/ / / � \ \ '� �`'�, � LOT � / a � M � \LOT N \ i \ �+ •+`+".• S 71 (8) ASL STREET TREES PHASE II ONG RA MBLING AMBLING ROOM / LOB •" + + + " + CONSERVATION PLAN NOTES: / / % \ // / \ 32 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT _ _ _ CLEARLY VISIBLE TO EQUIPMENT OPERATORS, NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE _ -Q PROPOSEDTREE \- �` \ \ \ �L MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY - �. --- �FNN 2. HEAVYENGINEEQUNG IPMENT,UIPMENTR VEHICULAR TRAFFIC AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL ��� OO QECTION F� ONO - -' - " " / O �V� - -� ` y //v LDT- \ \ n \ \ NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. O O 0\ TREECLE PROPOSED LIMITSING OF � 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER MANAGEMENT FACILITIES OO .J"U U U U " LOCATIONS SHALL BE COORDINATED SUCH THAT SHALL NOT ADVERSELY AFFECT TREES TO BE Q�n \. v v v O �� \ v �� v PRESERVED AND PROTECTED. - - - -- -- LOB 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED _� �� v �\ v j/ v -6 AND PROTECTED. y v v 1v �V d LIMITS OF STREAM v ! 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE ROPERTY LINEN BUFFER (TYP.). • • � \ \ / j\� PRESERVED AND PROTECTED. _ S \ / X/ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY \ THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I �;� O •` \ / / j LOT- 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR \ --- --- -- --- __ \ \ S� -\ \ ! / %6 \/ /\ / / \ \ r• OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL a SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \ \ \ - \ -- \ \ \ \ \ \ // \ • '),6 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED \/ + - SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT \ \ \ - \ \ \ \ / ! �65 - �• "+ �..4 - \ 0 \ - CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED B A PROFESSIONAL FORESTER OR R C Y TREE SPECIALIST. O_ 0 �. \ - ---- - -- - � \ \ �\ --- \ O � \ \ � j/ . •�• +•' .' _ s 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, o SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR o \ y ioo YR FLOODPLAI SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. �� \ - _ \\ i �- ® \\ \\ \\\ \�// "// ✓�W: LL `• 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. 3 ; /x / / ! LOT 23 CID i /®op N ra8 i 8 - / C`7 z / LL \ I J CY) \� N Lu Lu J �w J Q LL Lu •,:.. _\ Q '' nn J N z \\-y\\ Z = V Q QO OO �fl 0 0 \ _ 00 \\� �\ +, SV1/NI \\ U = \ O copnly or Albemarle �OO � � - - 00 � \ \ • �• o V A \, I Comervation Plan Checklist- To be placed on Landscape Plans \ O \ n \ \ \' `: •' �`+�'• FACILITY 'I]' X / \/\\j �.Ln 1992 3.38 Mandbook, pp 111-284-111-297 for complete specifications) 0 `�• �• ..� "� �` • V V� n -- - / 1. The fell ostobeeae, be aM1own on theoleo: - \ • \ 9 Trees to be saved Q Limts of claming ( tad dupllne of tr t b saved), ® Location and type of protective f uing; ® Guide changes req - rg tree 11 or all O r�aea❑menmgmtom,e>�beyma me ltmib nee�ea�. 2. M,rkmosP 0 AT trees to be saved shall be riarkal with print orribbon at a height clesdy visible m equipment operators. Q No gr id shall begin m❑1 the tree marking has bear inspected and approval by a Coumy Inspector, 3. ProLopatrnetion Conference: ILI Treepreservationmdp-teetionmeasures shall bereviewed withthe contractor on site. 4. Battlement operation and Smrace: to be sv Heavenvseee. mL veluadm❑atiic mid storage ofmrtsnuchon mmmals including soil shall not be peautted within be dripBnm ofhm 5. Sail Erosion and 3tornmater Delenden Dedess: ® Such devices shall rot adversely affeIX trees to b9 eaves. 6. Ftrea El Firm are pot permitted wiAm lW feet pfthe MpWeo(❑smmba saved. 7. Tone Materials: Ll Toxicmataials s❑sll not be stored wnthin 100 feet ofthe ddpline oftrss to be saved. S. Protective Trades: 0 Trees to be rGained vrifhin 40 ket ofaproposedbvilding or guiding activity s❑all be protMMby fencing. 0 Fmclng shall be m p]ace and shall be inepatad and appav� by a County Iriapect°x prior m grading a corntructipn. 9. Tree Wells: ® Whmn egrmmdlevelmustbervsedw nthedripuneofa❑eetobesavedatmeweBshaubepmvidedmdamnshucmnd°tail subnuttod for approval. 10Tree Wall,: Ll Wtionthegemdlevelmuatbelowmedmtl ffiednplineatreetobeswM,atreewAlsh beprovrded,a acom❑pc❑mdetad subnutted for approval. 11. TrencM1Ne and TunnNlne. 0 When trenchirigis raquimd withn the Bmi6 of clemng,i[shall ba done asfa away from Netrmks of❑ees as poatrble TumeWg underalarge tree shoU be considered w An alternative when it is an neipmed that necessary trarchsng will destroy fes a roou. 12. CCU ® Protective facing shalt ba the last items removed dmrig rho final cleanup. 13. financed Treece 0 Damaged"os shallb �immadiaRly by pmmrtg, fatikmfimmothwmdhods recommended by atrce spaciakst. NOTE: IT ISTHE DEV EI PER'S RESPONSIBILITY TO CONFERWITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 9/17/2021 Source: Va. DSWC Plate 3.38-2 - OWNER SIcrvwruRE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) IQ - 401 511106 Page 1 of I LANDSCAPING NOTES: '1. 1 LARGE STREET TREE PROVIDED FOR EVERY 5o' OF STREET FRONTAGE. 2. STREET TREES SHALL BE LOCATED so' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. STREET TREES SHALL BE LOCATED io' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN io'. STREET TREES MAY BE PLANTED ON TOP OF DRAINAGE PIPES INSTALLED AT A DEPTH OF io' OR GREATER. 3, STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLES WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES. 5. TOTAL STREET FRONTAGE=1,229' REQUIRED STREET TREES: 25 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) PROPOSED STREET TREES: 25 STREET FRONTAGE ALONG RAMBLING BROOK LANE: 794' REQUIRED STREET TREES: 16 PROPOSED STREET TREES: 3.6 STREET FRONTAGE ALONG LITCHFORD ROAD: 290' REQUIRED STREET TREES: 6 PROPOSED STREET TREES: 6 STREET FRONTAGE ALONG LITCHFORD ROAD:145' REQUIRED STREET TREES: 3 PROPOSED STREET TREES: 3 6. TOTAL SITE AREA = 4.953 ACRES REQUIRED CANOPY = 20%x 4.953 AC = o.99 ACRES EXISTING CANOPY TO BE PRESERVED = 61,258 SF (1.4 AC) PROPOSED CANOPY = 6,895 SF (o.16 AC) TOTAL SITE CANOPY = 68,153 SF (3..56 ACRES) PHASE III PLANT LIST SYM I COMMONNAME I BOTANICALNAME SIZE CANOPY QUANTITY TOTAL STREETTREES ASL LEGARY'SUGAR MAPLE JACER SACCHARUM TEGACY 10-12'HT 195 15 2925 LAP PRINCETON'ELM ULMUSAMERICANATRINCETON' 10-12'HT 1 397 10 3970 TOTAL CANOPY: 6895 \ O \ \ \ �-EXISTING STREAM ( \'\,-OPEN SPACE \ \\ ++���,.� 'A' \ \} \ \ (0.34 AC) \o \, + \ \ I ( Ono \ •.�j•.:+••+ LL.y; •_`�\�.\ 1"-� ! I / /O I I 0MO I � \ I I \ \ O0 Oo Oo 00 / C� 00 On I I II /��� v %0 A\ �I \T W, z wul Q Z Lu Lu ram^ z r/ ) Q ~ Q vLuLU Q a- 0 \ \ O o O I \ I I N I� - 03 0 " .`' � o Fin \ kI G 0� Y OO Ln JOB NO. ,o a o00;/ \ 182154 v / V v T SCALE CAD I ^ ll _ 30l �0 AV SHE�NO. �/- 000 l )..>