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HomeMy WebLinkAboutSDP201900009 Plan - Revision Final Site Plan and Comps. 2020-01-10GENERAL 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.: 56A 1-1-29 (13.49 AC) 56A 1-1-26 (4.74 AC) 56A 1-1-30A (0.50 AC) 55CO-3-A 1 (0.70 AC) 56-7 (3.87 AC) TOTAL AREA: 23.3 ACRES TOTAL AREA PHASE I =13.49 ACRES + 3.87 ACRES (56-7 PARCEL) = 17.36 TOTAL AREA PHASE Il (RESIDUE) = 5.94 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT PROPOSED USE: SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TH UNITS) DENSITY: ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 23.3 ACRES x 6 UNITS / ACRE = 139 UNITS ALLOWED PHASE l: 50 PROPOSED UNITS + 1 EXISTING BUILDING = 51 TOTAL UNITS PROPOSED PHASE I DENSITY: 51 UNITS/17.36 AC (2.94 DWELLING UNITS/ACRE) NOTE. • CHANGE OF USE PERMITS WILL BE REQUIRED FOR THE TWO EXISTING STRUCTURES SHOWN ON THE PLAN TO BE CONVERTED FOR USE BY THE NEIGHBORHOOD. OPEN SPACE.• TOTAL PHASE l OPEN SPACE PROPOSED = 8.113 AC (46.739) (NOTE: AREA OF ACCESS ESMT WITHIN OPEN SPACE C EXCLUDED FROM O.S. CALCS) TOTAL PHASE l OPEN SPACE REQUIRED (259) = 2.433 ACRES 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 NO PRESERVED SLOPES OR MANAGED SLOPES EXIST WITHIN THE LIMITS OF THE PROPERTY. OFF -SITE PRESERVED AND MANAGED STEEP SLOPES HAVE BEEN SHOWN & LABELED ON THE EXISTING CONDITIONS SHEET. 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 OTHER 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 WA TERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ 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 JANUARY OF 2019. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SECTION 4.17 AND BE BELOW 3000 LUMENS. PARKING: 50 SFA UNITS + 1 EXISTING DWELLING = 102 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 102 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 13 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB ST. IN FRONT OF LOTS 1-13 = 18 SPACES 2. CLUBHOUSE PARKING SPACES = 16 SPACES J. ALLEY PARKING SPACES: 2 SPACES TOTAL GUEST PARKING PROVIDED = 36 SPACES PARKING NOTES: 1. (10) SPACES WITHIN THE CLUBHOUSE PARKING LOT SHALL BE STRIPED OUT AS SHOWN ON THE SITE PLAN UNTIL PHASE // OF THE DEVELOPMENT. 2. THE (18) INTERMITTENT ON -STREET PARKING SPACES ALONG MCCOMB STREET IN FRONT OF THE PHASE H RESIDUE AREA WILL COUNT TOWARD THE PARKING CALCULATIONS FOR PHASE ll. THESE SPACES WILL NOT BE PART OF THE PHASE I PARKING (BASED ON THE PROXIMITY OF THE SPACES TO THE PHASE I L 0 IS). TOTAL PARKING REQUIRED: 102 SPACES + 13 SPACES = 115 SPACES TOTAL PARKING PROVIDED: 102 SPACES + 36 SPACES = 138 SPACES NOTE: THE ADDITIONAL PARKING PROVIDED WITH THE PHASE I DEVELOPMENT DOES NOT EXCEED 209' OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SHEET 13 FOR THE APPROVED DETAILED SIGNAGE PLAN. PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 2 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES (1) PHASE, AND PHASE 2 WILL BE THE RESIDUE PARCELS. BUILDING SITES.• PARCELS 1-50 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL TMP 56A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: PROPOSED 2.55 ACRES (OPEN SPACE A). THIS RECREATIONAL AREA WILL INCLUDE A CLUBHOUSE, OPEN FIELD FOR ACTIVE RECREATION (10,000 SF MIN.), A TOT LOT (MIN. 2,500 sf), AND AN OUTDOOR PATIO/MEETING AREA WITH A FIRE PIT TOT LOT AREA SHALL INCLUDE THE FOLLOWING (AT A MINIMUM): ONE (1) SWING (FOUR SEATS), ONE (1) SLIDE WITH TWO (2) CLIMBERS, ONE (1) BUCKABOUT OR WHIRL & TWO (2) BENCHES OPEN SPACE.• RECREATION AREA OPEN SPACE (OPEN SPACE A): 2.541 ACRES ADDITIONAL OPEN SPACE. • AREA B: 0.278 ACRES, AREA C 0.444 ACRES, AREA D: 0.750 AC, AREA E- 0.013 AC, AREA F.- 0.217 AC, & TMP-56-7 (3.87 cc.) TOTAL PHASE l OPEN SPACE. • 8.113 - 46.739' OPEN SPACE (MIN. REQUIRED =259) IMPERVIOUS AREAS: Existing Building & Structures 2,975 sf Proposed Roadway & Parking Lot 75,500 sf Proposed Sidewalk 23,375 sf Proposed Buildings 56,520 sf Proposed Driveways 17,800 sf Future Impervious Areas 10,650 sf Emergency Access Road 11,575 sf 198,395 sf (47% of Phase 1) 4.55 ac. PROPOSED USES: LOTS: 133, 905 SF (3.074 AC) ROADS (R/W), ALLEYS & ACCESS ESMT.• 133,295 SF (3.06 AC) OPEN SPACE: 184,825 SF (4.243 AC) + 3.87 AC (TMP 56-7) RECREATION AREA: 110,922 SF (2.55 AC) OFFS/ TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. PLEASANT GREEN - PHASE FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA EXISTING RAILROAD OPEN SPACE & �- -� PROPOSED RECREATION AND TOT LOT AREA - _ i� i MCCOMB STREET ROAD CONSTRUCTION �oT LOT \ PROPOSED UNDER PLEASANT GREEN '%' LOT 2 .. :. RO ER � LOT \ PHASE I ROAD & UTILITY PLANS SUB-2019-00071�� 4 ,� �� LOT ,\ 5 ,..:LOT \ \ \ - PESGH' pS6 P1255 302 LOT LOT �S _. _ i cj LOT �.10 LOT ,0 SIL TMP 056 DBSTANLEY MARTIN COMPANIES OT y LLC / _ . w J l _ •.�.`���.� .\y,. ' 12 \/ . �. TMP 056A1-01-00-02900 LOT �/ 13.486 cc. �' e DB 5226, PG 309 GRITZ M DARNELL TMP OS 1-01-00-03500 / 1.205 cc. 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SCALE 1 �� - 6�� 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 THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 50 DWELLING UNITS ADT RATE - 5.86 VPD PER DU = 293 ADT (146 ENTER/147 EXIT) AM PEAK RATE - 0.44 VPH PER DU = 22 VPH (3 ENTER/19 EXIT) PM PEAK RATE - 0.52 VPH PER DU = 26 VPH (18 ENTER/8 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. VICINITY MAP SCALE. 11I 2�aQ r 1H 0 _ LAUREL HILL, �°� CROZET r C FO SS I N S SCOTT R. COLLINS Z IGRAYR-OCKO No. 35791 W,AYLANDS WAYLAHD PA.Rrt GRANT �� SITE �t�ar� Hill Bye ��s _ . Crozet -�,�� SI ONAL �� IREA PARIBCSIDIE VILLAGE 'y ii rd s Cold Trail Golf CIO 9 , PARK VIEW BROO KWO Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 SITE PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING PLAN 8 GRADING PLAN 9 NOTES & DETAILS 10 NOTES & DETAILS 11 LANDSCAPING PLAN 12 LANDSCAPING PLAN 13 ROAD SIGNAGE & ON -STREET PARKING PLAN 14 HUNT PROPERTY PLAN 14 TOTAL NUMBER OF 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 ROADS EXISTING CULVERT i CUL VERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6 » DEPTH OF EC-3A DITCH EC-2 DI TCH g" DEPTH OF EC-2 DITCH ....... EARTH DITCH DRI VEWA Y CUL VERT BENCH MARK CLEARING LIMITS EXISTING CONTOUR PROPOSED CONTOUR 20o 240.5E VDOT STANDARD STOP SIGN •� PROPOSED SPOT ELEVATION APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT a, o Q rn o o W� N WQ Li J_ > 0 V ,^ w � O Z J Q W" Y W H Zw w J� w O 0 N z Q ^J LU rH� V 1 J z U. 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PHASE I ROAD & UTILITY PLANS SUB-2019-00071 / D.B. 5264 PG. z97 � / DB 5226, PG 309 A=80.z6o8', JQ ��`� zo' UTILITY EASEMENT WIA W Un FIREHYDRANT PROPOSED UNDER PLEASANT GREEN '��❑D.B. 5264,PG.z97 � �? Z PHASE I ROAD & UTILITY PLANS SUB-2019-00071 �` ❑ STORM SEWER PROPOSED WITH / / o 0�� -j H� z i - JQ' PLEASANT GREEN PHASE I ROAD PHASE I ROAD & UTILITY PLANS SUB-2019-00071 & UTILITY PLAN SUB-2o N75° 23' 11.48"E 49.00� , FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN -� o 1g-o0071 BLOW -OFF PROPOSED UNDER PLEASANT GREEN y / _ / J \ o 0 0 0 PHASE I ROAD & UTILITY PLANS SUB-2019-00071 2o' PUBLIC DRAINAGE EASEMENT / w o w = 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN D.B. 26 PG. 2 056AI -00 W �o� — ' 5 4, 97 VAR. WIDTH SIGHT PHASE I ROAD & UTILITY PLANS SUB-2019-00071 TMP o560 2 1-0o-o32Ao o - PHASE II PROPOSED � 0.2 ac. ��\ /dl/ A DISTANCE EASEMENT / DD 2194, PG 65 / T� D B G ----- - N 5 4, • O�0®00000000- _ CONNECTION TO TM 5 A126 / - P 6 VAR WIDTH SIGHT � O E � DISTANCE EASEME T 26 P z97 / / �� - - 0 00 ° i ` \D.B. _, .. ❑� b�4 P �9 _ OQa ---- 0 4 3 4 5 C07C�OO0000000 -'' 00 � � �- — _ , � � � � � � ©o L=31.86, R=225.50no �� j - - - - A=8.o962 r 0 0 N6° 31' 02.28"W 9 7T o o _ � z L=13.61, R=485.50 % m A=1.6o6 zo' UTILITY EASEMENT-- / _ 00 4 D.B. 5264, PG. 297 �1 %\ui 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN wo �� �� ,� o /�20' UTILITY EASEMENT — �- - PHASE I ROAD & UTILITY PLANS SUB-2019-00071 — /'� D.B. 5264, PG. z97 0 Lu - - n N4 54� 39.11' W 59.z4' . i ❑ ul L=36.24, R=47.50 ;� � ❑� / / �h Lu o A=43.7117 STORM SEWER PROPOSED WITH V �� PHASE ROAD W - - - �" PLEASANT GREEN PH I GRADING PROPOSED WITH PLEASANT GREENS A�A PHASE I ROAD & UTILITY PLAN - SUB-201g-00071 &UTILITY PLAN SUB zo1 000 1 s- PHASE II ❑ v 9 7 W � �00o00p000 _� ©0 _ _ 0©0000000v0000C)Oo00o0°O; QO0000000 /%\\I — i 0 L 39 _ U DRAINAGE 0 O \� is ° 1 , R o �� O`O • 0 0 c A 39 0488 � �_ zo' P BLIC DRA � - 00 �� _I VDOT STANDARD ROUNDABOUT PROPOSED V / 0 � � ✓� � � D.B. 5z64, PG. z97% � _ _ _ � 0 WITH THE PLEASANT GREEN PHASE I ROAD � � ° -- 68 --- 0 OO o &UTILITY PLAN SUB zo1 000 1 \ N36 z3' 36.o8"E 38. j WE REALTY PARTNERS LLC � ' TMP os6no-oo-oo-iron _ O . L=z1.34, R-47.5o RI / -� 21.854 cc. VAR. WIDTH SIGHT - - A=zS 7385 Lij \ DB 4856, PG 582 - - - - 0 1'', DISTANCE EASEMENT / / \ o0 - \\ V Nz ° z 2 8o"E 1 8i'- D.B. 5264 PG. 297 o`er � 5 9' S• 9• ��b _ ° z o1. 2„W 65•53,\ ' - ---- 0 EXISTING STREAM Q N - 5 , REAM 0 � - - - - \ O 5 9 5f, EXISTING FEMA �� p N3°°30, f ��� < -_ V V ioo YR FLOODPLAIN o 4i'°81%76 , C) Lu 00 y� �0�° o ° ,� BIO-FILTER PROPOSED WITH PLEASANT GREEN N I O ` z� PHASE I VSMP PLAN - WPO-201 0000 CD - EXISTING 100 � �, _,0 0 0 -� SWM EASEMENT . STREAM BUFFER �� \ j O CONNECTOR ROAD CONSTRUCTION \ D.B. 5z64, PG. z97; 0 MILE REALTY PARTNERS LLG � - PROPOSED UNDER PLEASANT GREEN p7� 0Oo TMP oS�OQ 4 dc. 115Z70 - l O CONNECTOR ROAD PLANS -SUB-2019-00058 ° m I O (0Des Pc 582� A ` V - I SANITARY SEWER PROPOSED UNDER PLEASANT GREEN o G �� \ \ PHASE I ROAD & UTILITY PLANS - SUB-2019-00071 \ �AT � \ 000 V I I � �I, 20 � I 1 - - ' UTILITY EASEMENT, 00 0000- � D.B. 5264, PG. 297 � OO 00 00 GRADING PROPOSED UNDER PLEASANT GREEN- . 00 0 \ \ \ 1 0 CONNECTOR ROAD PLANS -SUB-2019-00058 / I 0 00 v�v - \', N'---- - _ - - q STANLEY MARTIN COMPANIES LLC _ - 00000 r TMP 056A1-01-00-030A0 000 ❑ ❑ �V A ❑ ����- �00 �o I 00a0 05 \ - - \ \ o _ ❑ - DB 5226, PG 309 © 0 0 Lu r' w a Ln JOB NO. 182154 SCALE 11l _ 501 SHEET NO. 2 Product Spec -Freestanding Saddle Seat 945.1 945-2 Saddle Beat, Angled Post Saddle Seat, Straight Post I IT TI M927F.LA PJ1Dam g45t Saedk 911UPAck ERQLABEA 2.bNCRETE beat Aapd Post 1.]17x 14114" 1341N' x13'1014' D19 ou ds 9 9a52 Sntltlla Seat Sb-M1t Pod 1.212'x td if4" 1341t4'x 13'-101;4' D.16 co. ds 9 Y TheTp Sadtlla Sea[h en emaamp ant nn rig cortponentmatsuppoid be pen bops of'n W fl by Reap rig tided opening maey, by use of body wdgd Enueassenbysndervanre7oft-he height, tabb'nadrn and 1&13'16"in ten p. 9 aATF81A15 Sot: TnesenteMnbe m oshuded O mt-al Ea Cal m ^ debts Shill be pbuud homiest and Include wMer dram isles. Wed deahallee rmleed by se sides. gp Pont Assembly The spade half abill De body Wbiiayt, a spacerconsmdad of 3a• AN not ahead hull plant, ,hide and be filly Asking to a pat oonsuucnttl oF317xt3 ga pahan¢etl steel Ne rig A base pip d 11 ge. gphanbad shoal steel sM1ell hewgmtl to Ma botlhm ofine past b hciaep hgma8on end rdemn the oat he lie comic Baal sal act aasarM shall have v e p y c tre cane. Hnhospinale Hub a:samy mall on"&.,2,5D0le, mincie, iamerml hailer hub wan tapered rolls Aasemdy: bearings. &arimgs shay be patted wMM1 grease pdormassemhly and propcled against rhndmnanmmrpagn m epsmmens smlamine spinal. sn.n. Feetmxa: All hslmes hardware shed be Fagener6hle A. FidWasel Tn.$gkgg^saelsnao nexe wmr noises m. Th.,dagesmmbyandeaposedmb-home shall ae 6npmd'o bflp_ggk' w-awwgr.raanp.umanal,,m",: awe . Miracle Product Specifications m.°m-" Tots' Choice --Side Slide Side-b Bum &Glide Slides &Ski Slide Y P 718.700 718.728-4 Side-b Side Slide from 3' Deck Y Bump &Glitle Slide from 4' Deck i H , 1 718-728-5 718-874 Bum & Glide Slide from Ski Slitle from 3Deck 4'-6" to 5'-e' Deck nI II Ind I' F H C on Product Specifications Tols'Chdoe Vertical Climbers Cliff Camber Canyon Climber Tend pDom Climber Climbing Pole &SWder Climber 718-719* 8. 718-719-6 and 718-721** & 718-721-6 Cliff Climber for 6'or 6'-e'Deck Canyon Chriberfor 6'or6'-6"Deck em#r1571aGfCpnamrforYa40etands>wr. haddia-, Th(Rod Gimbarfmy-aedr MaL ffiae �iNra atlaom'mxssmda w-nrrm MaWnas ae yrtl:al andayasa-asamDa- III a 718-731* & 718-731-6 and 71&808** & 718-808-8 TrapDoor Cl i m bar for 6' or 6'-6"Deck Climbin Pole for lr Deck 9 se, 1e71am D GrM f T ti h '•Moddait#803CImbl Pgela I. he 'Dept rm alma "I va"ae Rn ar` n.. ua.Ewhmo rad¢an. Mal. asere Yea arts a'J arcs xa' a.14 + ` j x,1 I) rA Product Specirications nnlrtnc�. Tole'Chiaa Post Climber 718,616 Post Cltm bar Postglmber. medecksld-lbown. bil 2Bg➢515.T gaol ER21AMA GONCREIE 71b416 postartber 1'2.Ve'abl 134 lie, 114112' NA DPsempri Pw[aurDers era Beal seam amen roaus8n desk or haestane'm 3112"Posn;. Camendsare-filliandcan be 9 9 9 r.on.m.d tpr.a n la . enemas. rY 9 play xp pandomodar: Pont clkaam able bm e mhuhled oftT. Ga%Daleeersneq . Climrreawl4 m -S'16' a addsand 6-TV In will. Fmtanera. Son asaenfhsndl con to, webbi Feslenss and Fnstenm Sgi Ahardware. Rnhhm: hmolidsasball M1a.eafej$cJgAnbh. product Iss r� F, i ■ ■-7 - w w M • • li�l . ... �t.a�a��•�ar•�au�:��, m�®d®a1Y➢1®l i lik Da]IQdIm6IF .1 ri"A [s=�m®r�0�:a�mmom I I - D J REF I G©�®GI®a]ID➢1®d fD61 �i]afF3.�Gim4a pz�su&�DTmcm��:�:>.0�-.�E=nd.>•�.3� iii I D.7 mle, s1. Gsms�o,ta� ,mig le rroauct Spectrncauons TotsChoice GrooveM II Slide 718-638.4 718-638-5 4' Groove II Slide 5' Groove II Slide t ' 718.638.6 718.638.8 6' & 6'-6"' Groove II Slide S' Groove II Slide _5 ,®, E Product Specifications is Inc. AAlIl Try -Rings - Straight, 6'tength,and "S"Try-Rings -Leh&Right 718.709.5 and 718.712.5 718-712.15 Try-Rings,13theight,6' "S"Try-Rings, Left 718.709.5 and 718.712.5 1 718-712-15 "S" T RI Right Try -Rings, �• Ig Miracle Product Specifications Swing Seats 284, 2840 and 2841 299 and 2990 Slashproof Seat 360°7ot Seat 0 Nor,. Chains NOTshown. 2840TT and 2941TT 29XTT SlashproofSeatw7fensile Tough Chain 360• Tot Seat varrensileTough Chain Note: Chains NOTsllown. 0 2740 and 2741 2760 Inclusive String Seat Generagon Swung Seal IL Note Chains NOTshosen. Oracle Product Specifications a .,°a°° 'IkMiracle Product Specifications ".lam innIk Miracle Product Specifications a°..e202°.a Tots' Choice' Arch Swing Frames - 1 Bay, 2 Bey, 3 Bay, 4 Bay, Therapeutic Seal Bays 8 Exlensioln and 1 Bey Extension 71M2-2 718-852-4 718-852-6 Arch Swing Frame- Arch Swing FrameArch - ag 1 Bay (for 2 Seats) 2 Bay (for 4 Seats) Arch Swing Feat - 3 Bay (for 6 Seats) Rnfi ffnflfl 718.8524 718 852-1 H Arch Swing Frame- Arch Swing Frame Therapeutic Swing 4 Bay troy Seats) Seat or Generation Swing P g nflfl P1 7%852-2HH 718-862-1HX Arch Seeing Frame -Thera wing Arch SwingF#nsion-Thera eutic 9 P P Seeing Seat or Generation Swing Swin seat or swan - g g 9 9 1 Bay (for 2 Beats) NO PARKING SIGN (TYP) Ten Spin 304 Ten Spin 44 NooF[ ) 29M meUMILWAGE P111IF&INe ggygB= 3D4 Ten Spin 701Ax411°H 2D•DyA D.Dm.yd.. bremstraidg) D Tenn Sp a4pr T1N - an merl mundryye comphmnttmtalbwsten 1101 cNbrento pity0onetme. MATERIALS Bo : r s b talk edl a.n 1p'xMl .m and abp hrm,n ea tlY P ^dY ant payedM Y d' l M 4tlnd h ah[ d h tlh,,M (5gmd dN .spinal rPdg.a with e ah 1p w ar red a ro Me WPo arm ooth. aasa. loser esonant sM1 Ih Id d' fie k p in red- Body Wthae ent, bodem I-r radidad beer ohall n, arl and rip larinmed ahee[HOPE Y4'tlkd, with bdA-ncomrwnahudad sell etas A-D0. Nat AsemdY: Pogae mbyahallempnsearopffid.nphp.Wb#¢n MedenplM,port ftem, aping, handofm oms slap end -Ind r dab. Top hidon qme, lol boom lnOm pule end ba b-o- Idle bib used dlmngadsM LOPE Y4'tldoN. Pogweldammshell monap hot m h shAn q atlas od-, Pom RR101y.nd sea pawl aR ro W P Dill. seusptlm5'm gMaAdie beomduieddmuM 3Y4°OD CRR 101a and hadmp ,aftan shills plane anelNmnahrated d319'blskeheq ASR1A38 So., ehaAmeseure L4'DO Slhnp ConnMaamb ab0 Iee 1.3140D 11 ill so Wbe. pipepiu9and3 liialmndm insert Erempodd-logs aft-aaum11571Cin Will Tob son Tube shall be wnsauobe d5'1uhe. tt m end 1? bid shell ASTMA 98. weidneal whndl: WHeecSpin shall ba opmlmMd dlmrdeneiy, tl6'wdl poryetlrybne and ahellmemum 3M in diamq*r by4' Ngh Hall gaps: Hall no 1,41 be mngruopehfan ll ga. ah.. Ash pip with solid abiet,l -One eddgak[Sao¢ Erdre assmby ahNlmammaTin hdghtand 113'insndih. Faahn- Agd.t... gbdden.hglbe Fegenr $MBA, Finishes: Ten6pinahallbefn) adm Bhdneae.d Peginake-Cab. S DISTANCE TO NEAREST INTERSECTION NO PARKING INT. OF BLUE RIDGE AND JARMAN'S GAP SIGN (TYP) ROAD =111o' Risk Management Sign 100 4��*' _L_ Note: English version shown. MODEL PRODUCT GROUND SPACE 787 Risk Management Sin -Enlist 1'.6'x3'-6' la 9 9 CONCRETE yd 767FR Rid, Managamenl Sign - French 1'-8'x3'-6' g.09 a. yd. 787SP Ral,ManagementSign- Spanish i'-6'x3'-6• 0.09a1.yd. DESCRIPTION The Risk Mau meal Si in hildnded m'nferm mho parents aiddildren Pal ga 9r' pa al am someneanracJ sNPrm along with small playas the agdpment'n the play area. Sig, Numirun3003-1114 ,08'hlck-powder waled wNtewi6r screen printed overlay Steel Frame: 2-318. OD 12 gauge gal-ined steel tubing. Hardware: Simmons smol thal mused loohng W hedoll hromovc. Finish: TheeameshdlhowaMira.Cele finish. XJH 0�p O SCOTT R, COLLINSt� No. 35791 ,�L' L S I0NAL E z Q LU - e z MCCOMB STREET ROAD CONSTRUCTION r PROPOSED PARKING AREA ACCESS PROPOSED UNDER PLEASANT GREEN -- _ O v CO O PHASE I ROAD & UTILITY PLANS SUB-2019-00071 - - / H w = PARKING PERMITTED IN THIS / Z ¢ z PROPOSED CG-6 (TYP.) O I O _ PROPOSED TOT LOT AREA SECTION OF MCCOMB STREET F■I U 6o'R 2,500 SF MINIMUM PHASE ILU PROPOSED CG-gB U) z (1) WHIRL DRIVEWAY ENTRANCE (TYP) z PARKING AREAS TO BE OPEN SPACE A & PLANTING STRIP ( �S� W Qc STRIPED � Q I PARKING UOUT FOR NO NTIL PHASE II � RECREATION & 2. 1 ACRES 25'MAX. FRONT SETBACK SITE PLAN Is APPROVE (1) BENCH S4 _ 30, '� i zi STOP PROPOSED _ z� CK CONNECTION TO PUBLIC STREET PROPOSED UNDER STREET SIGN (TYP) Ln CG-12 (TYP.) a z2: F ONC J 2 PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 SIGN TYP o I . ° 5 �N s� ) LU (4) SWINGS �� \ / - ���'a. > I PROPOSED 5 CONCRETE SIDEWALK �� y2 �� ��, �, �� N w ,2j CLIMBERS �( ° _ 10� (2) PICNIC TABLES v�\�', OPEN SPACE F I bon (1) SLIDE LOT 0.217 AC �� ��(2) SADDLE SEATS \ y o' � '�'' `y N ��o- oA LOT 1 ) G LOT 2 , PROPOSED SS, �. C, 1 BENCH g- - �i����, P L07 3 ,- �tioxs OEC o>O O RECREATION FIELD /° AF������ '� \ ( LOT r 4 �oX16 OEG� - - P�\A G (1) SLIDE - so,000 SF 8� O� G1� \ s� 1oX16 O�CK OR ��6G� G�� u, No MINIMUM F (2) SWINGS ADA HANDICAP 1� �s�G s� s-� 1oX16 �p,PC� P� ��� �� s o �1 F 11 GN, 6p� c' 2 0 � �. tiG� +� LO ECK PAS �5 55 30 �� 5 0 1 2 G - V SIGN (TYP) / pi 5, � 4Q '71 �A p,R , PROPOSED 6' CONCRETE SIDEWALK % �� i/ �,� �o `F o PROPOSED LOT tip T CG-12 TYP o NO PARKING 7 V (TYP) � a OPEN SPACE C V. ti SIGN (TYP) L9 �� G�� ��� LOT ti��� \ 8 ­)8 AC 0 444 ��C' 1 � ti°��� (NOTE: OPEN SPACE IS �� ti� A ��� LOT EXCLUSIVE OF 0.023 AC / M \ EXISTING BARN TO BE L J \ F ` 9 ,tip _ � \ 9 , \ gyp- WITHIN ACCESS EASEMENT / M I 10 RENOVATED FOR USE BY �� � �cQ �y('' ;. �°C�� ��F' zz \ THE NEIGHBORHOOD N � EXISTING HOUSE TO BE \ / �\ �� �j i ° �P 9,,,G� �' CONVERTED TO A CLUBHOUSE LOT z CL - � +ti a ~ \rLOT 1w �.. \ NO PARKING 5' CONCRETE SIDEWALK ti� Q, P+ ��- 11 y`� / 20' WIDE PAVED EMERGENCY ACCESS ROAD \ / ` PROPOSED WITH THE PLEASANT GREEN PHASE W Z \ SIGN (TYP) �.p o /ti° C, F� VAR. WIDTH SIGHT 1 9 z DISTANCE EASEMENT N C +�� �cFLOT ROAD &UTILITY PLAN -SUB-2olg-00071 CV o^s �� A D.B. 26 PG. 2 / o.� � o, / 5 4y 97 �� A STOP SIGN (TYP.) �� 12 U - - - - - - - - ! s`- �(`� Q I--��'� �.\ LOT �, �P ROADWAY EXTENSION AND �. W CG-12 (TYP.) 25'R �� �3 ti5 \ \ ` a�� \ 0+0� \ ti CONNECTION TO TMP 6A-1-26A PROPOSED PARKING AREA ACCESS �, -- - � z ° -=- '�� titi - ---- _ PROPOSED CG Y CG 11 ENTRANCE PROPOSED WITH J �� - - - - ___, , THE PLEASANT GREEN PHASE I ROAD 6 (TYP > & UTILITY PLAN - SUB-2019-00071 - - 6o'R \ \ U) N. M V M - w CL rlone- z / w u STREET , �SIG (TYP)LOT Q Q Q B STRF �L9 0 \„o xj 33_ - -- - -� P ET �\ J 1o_ - - - - G* 25'R - PROPOSED W � NO PARKING LOT / \ GPR - _ _ CG-12 (TYP.) Q � 1$ � S �' �m�a LU SIGN (TYP) V! �,Ip l �20 E PHASE LINE (TYP.) �, ��'�r- GP34 5 CONCRETE SIDEWALK f a ` a5 Q �o , �� LOCATION OF REMOVABLE CIO)/y a- i �.5 PARKING PERMITTED IN THIS PROPOSED ASHALT BOLLARDS & KNOX BOX FOR \ SECTION OF MCCOMB STREET DRIVEWAY (TYP-) 2 3 P° \ 12X1 PGA LOT �/� a: '� EMERGENCY ACCESS ROAD \ w NOTE: SIGHT DISTANCE CONCRETE SIDEWALK F�C�' 2 �' 35 SHALL BE VERIFIED WITH PHASE 11 5� �� �� B5 p �o , `� y1AQ \ - PHASE II DEVELOPMENT PLAN a- LOT ��� _ - Ul V) LU LIMITS OF PUBLIC R/W �,kzP PRIVATE ALLEY ROAD CONSTRUCTION w P RIW 36 _ PR N ACE =� �- - � �, ,� .� a_ � I I- w PROPOSED UNDER PLEASANT GREEN ` PR 497 �` ° ' -o as '0 "a 2� pG - -0 36. z MAX. FRONT SETBACK i L.L PHASE I ROAD &UTILITY PLANS SUB-2019-00071 �34t � a -�, � 5' \ \ �, B 5 LOT - Z D o- ADA HANDICAP -- ------- 37 � � \ � �,° SIGN ( TY P) ' -- P�' �i �. LOCATION OF EXISTING , "` U) _ EI 2 MAX. FRONT SETBACK zg' MIS\ GRAVEL DRIVEWAY 5 GE N 4 - - o X', LOT GAR? (TYP )\ "r \' FIC FIC `✓ "',._ -, SIDESETBPCK89 � \ .. IIJ ° PHASE II PROPOSED m I 9i -- -,\ \ , \ - ,\ Q ROADWAY EXTENSION AND - - TURNAROUND six2 -" 6' PLANTING STRIP � " ROUND AREA " - �, CONNECTION TO TMP 6A-1-26 a, Q - o GARAGE 4 RI / - - -I LOT 1 ° v , 0 �, --- o _- - R I - J 5 � � 651 s_ ti/ ee;3o �' LOT W I n " sago 5 SIDE SETBACK m LIMITS OF PUBLIC R/W " rn� 15 z _ -- 1 x2o 3g �. " - �__ 5 MIN. FRONT SETBACK GARAGE II __ �^ - T- - SNP') MAT LINE o w m 1o'x18' PARKING SPACE TY - _ gM//� LOT I, 1� x2o LOT I o o I \ O i2M �� � �RAGE �� n N ire ry CV k o�LOT .k" N ml i6 39 ml w 41 F qRq 2 - I 2 I 2 -i 2 \/ �� /� /� k2p _,\ / � ;�� -1 -- � 12X -- ,II � N 12�X20 11 Ijw l PHASE I I F l GqR v LOT GARAG N N N LOT m X i� N f- /C F `� �'' A OPEN SPACE B m I "' G RAGES 1 0 " �w� \ A PROPOSED CG-gB �C \ OT �� n r' N 17 - _ _ = 40 N W (TYP.) % (Z ��� 7 m' -i-- PROPOSEDCG- B �., - o k� I 25' MAX. FRONT SETBACK LU = U I- N �' 26 k - - - - ry ¢ �2 ENTRANCE (TYP.) - ENTRANCE TYP. � O 8 � 0.2 8 AC LOCATION OF P --1 9 'I I �''� Z Ul \\ � 'LU -' w ccC� PROPOSED MAIL KIOSK 5' CONCRETE SIDEWALK k20 H Q / -- 4 m 85t I O _ k GAR 5 SIDES 47' ►- 12 x20 LOT lam ° N J a to � q F _BACK -_ " w ARAGE OPEN SPACE E 77 o" U _ - _ _-- � P > '. JOB N0. DUPREE STREET ROAD CONSTRUCTION � � � ( `' �/ LOT ,�io ,o � � � _-_ � 41 I - i, (NOT GRAPHIC SCALE � � F- PROPOSED UNDER PLEASANT GREEN �, 8�' 2 ,k v �'y 0.013 AC - Q W =� 182154 7 0 �, �/ o �, / EXCL w PHASE I ROAD & UTILITY PLANS SUB-2019-00071 N 2Rkzor M 4/ N N ti <v ? - 87' I o 3o G 15 3o so Z1zo �, A p / LOT ,� 12,x2o o ,, WITHIN \ \� SCALE A GF ,� 18 a�� r z GARAGE LOT n x _ \ 11t Ot i LOTS ��- = / �� �; � � _ - 4 I rn ��- 3 �iq 20' I J '� SHEET NO. 28/�� IN FEET ) PHASE LINE (TYP.) �� 4� \ NN \ �/ LOT 22� G ��' S SETBACK ' SIDE \ 1 inch 30 f l . 3 NOTE: SIGHT DISTANCE �C \ G ___ ' as SHALL BE VERIFIED WITH PHASE I I 5 CONCRETE SIDEWALK �, FI \� Z� a o PHASE II DEVELOPMENT PLAN ��o LOT���� / \ f n m LIMITS OF PUBLIC R/W \ PRIVATE ALLEY ROAD CONSTRUCTION v P E RI \, 36 PROPOSED UNDER PLEASANT GREEN P 9 =� 2� PG' 1 PHASE I ROAD & UTILITY PLANS SUB-2019-00071 z'MAX. FRONT SETBACK p B 5234� j 5 a y2X2 PLOT ° Zb 3 Gp7,R P I 25' MAX. FRONT SETBACK LOT18, \ X 18 MI - o 12 Xzo R PHASE II PROPOSED E SETBPCK� / I �C . / I. 1Lf GAA"�- (TYP•) 89 � 7C rn 9 - �� 2 \\\� _ - ROADWAY EXTENSION AND �' _�I -,TURNAROUND RE 12X2O CONNECTION TO TMP 56A-1-26 s ��, �� 7' - `- � '' I LOT GARAGE RIw �RIW LOT �m 9_ 65 0 - �� 5SIDE SETBACK II 1 'X20' ,� �, LIMITS OF PUBLIC R/W I nN 15 I N - 9-= _�MIN. FRONT SETBACK G RAGE 38 - io'x18' PARKING SPACE (TYP.) - -- MATG LINE N _ N ss; �RA2pCF 25 / M �-- °_ �v l AGE �m11, LOT � LOT �SHE -- - y \ O N_ --- .. 86' X2j I2 k2O \ / ~ Q /� mll I 12 0 - P 12'X20' CL Lu / I L�� ofp ZCOTT R. COLLINS'� u No. 35791 ,�Ll ZONAL E� PHASE I I F c''`1R v �� o o_ LOT GARAG __, N N LOT m X Iw N SHEA, DANIEL E OR A GEEA PROPOSED CG-9B /C F/C,_ A� / OPEN SPACE B R' x I - r --- �- G RAGE -I 40 7 o N / ENTRANCE TYP. �� 0.2 8 AC �7 PROPOSED CG-9B - � �� TMP 056A1-01-0003 00 u �OT ,` (TYP.) 2 � co , ��-25' MAX. FRONT SETBACK \ � ��, c �� 26 / �,� -- - -ENTRANCE (TYP.) 0.464 cc. c ry � 7 _ I / o c� LOCATION OF PROPOSED MAIL KIOSK- u 5' CONCRETE SIDEWALK _ qR2° y 4 N / 41 co ' 85 N OPEN SPACE C DB 2413, PG 214 V1 E SETB 47 12 x2o' o u _ f G E / ACK N iLu GARAGE n X N 0. AC zo � 5 Slp o � LOT � � � N I � 444 DUPREE STREET ROAD CONSTRUCTION ( LOT G OPEN SPACE E -- 41 a, Q `u (NOTE: OPEN SPACE IS PROPOSED UNDER PLEASANT GREEN 8�' 2 / v �� 0.013 AC Z 1 j -� "'' 7 / o �,� o v / - _ EXCLUSIVE OF o.023 AC 0 PHASE I ROAD &UTILITY PLANS SUB-2019-00071 N zk2p,� ~ 4 N N �p�/ LOT 87, WITHIN ACCESS EASEMENT / m ii �Rq N < L 12 X20 O � � i� G� v 1$ � � � � �I � Z GARAGE LOT � x n o � - LOT ' _ ,i co Q' so � �. ,�/ E� / � ' � [f 2 I � N M / z Q �x o C. 9"• q p 4C/ �n 1 1 �- N - rv)PHASE LINE (TYP.) ��' ��, �� ; . l �`� " o/ LOT %a �` - �\ > S SIDE SETBACK PROPOSED ASPHALT w�' 19 Gq �o� ,L (� - / Lu RZ v a 91, u 1 ti �Q 1 SFj DRIVEWAY (TYP.) o/ ,� �O' p / 24' un u Lu 8� � � w , o �, 9 V- , �T �/ q ° C' �' w/� S� ALSTON STREET ROAD CONSTRUCTION �g STOP SIGN (TYP.) y N R !� ti ti 4 LOT Z/ �Q�,�' ti� U� 'O� z� 8GF ' LOT 20 ��o ,,� , , �c < Q �- �Q G k�o s 29 1�, PHASE OSROAD & UT IL TY PLANS SUB 2019-00071, � R /� •�' o' G� �C u �CG-12 (TYP.) '��L tip. �/ �cF ti <c�' ` z ti wL/ \ Q�� LOT z Q / LOT 25' MAX. FRONT SETBACK / a s �� u 5 O�� J ti MIN. FRONT SETBACK \ / PHASE II PROPOSED '.Q� ti '��O �� 3p , CPC, �� 21 Gq eo, c zo, + a �� ti6 ,Rq� 1 2' � 9 o C. ti S 8� N i LOT�� � c � c ROADWAY EXTENSION AND � '� � � � R � ti �„ � .yo .S`� � � � �, , ,� � CONNECTION TO TMP 56A-1-26�Ty'� o ti LOT / ti\% ,ti6 LOT �F,r I >� \ % GFIV � Gq 0, 1 (0 1 �C 22 �6> PROPOSED ASPHALT o � 3 �C��` DRIVEWAY (TYP.) �z ZELLER, ORY W�, SF �pk• p�c� LOT TMP 056A1 1 TREETSIGN(TYP.)-00032A0,� o LOT 6A �� LOT �\ 23 y f� �,�,� LOT 0.26 ac. 2 ti � .71 g\ � o �� �a; DB 2194, PG ' - �3 0 �� PROPOSED ASPHALT 24 ��a �� ` �� `25' MAX. FRONT SETBACK G k�o 44 goo DRIVEWAY (TYP.) �a.� y�f�,\ t° �. s VAR. WIDTH SIGHT -s r- T'�`'o. VAR. WIDTH SIGHT DISTANCE EASEMENT DISTANCE EASEMENTQ- NO PARKING 9 5 4, ��S �� D.B. z6 PG. 297 � T� � �� �,/ � � LOT D.B. 5264, PG. 297 s ,� SIGN (TYP) �S b NO PARKING R` 'MIN. FRONT SETBACK G��o, SIGN (TYP) �'Q9 45 �\ a - l �i/ icy CG-12 TYP. � - ( CON SIDEWALK �z LOT � � � CRETE �o C` O 6' PLANTING STRIP 6 tiQ�c, O - O �©. 5' CONCRETE SIDEWALK Oo °�l ° ° , \>! zo�� pG� 25' MAX. FRONT SETBACK 0� � � -' ` �, � " GPI LOT � 0� O 47 LOT��. z*ti / P ° 1 O � ° �s � � - � C,P 48 p�L O LOT °o PHASE 11 YIELD SIGN49 TYP o O° Oo • 1"",m ", G, LOT v o Oo �O VDOT STANDARD ROUNDABOUT PROPOSED C��� o5 O O WITH THE PLEASANT GREEN PHASE I ROAD O O O Oo & UTILITY PLAN - SUB-2019-00071 i� \ � O° O° yz / \�� °�c� i � 0 � /- 1; � VUE REALTY PARTNERS EEC 0��y��, _ ��, A TMP 05600-00-00-11500 o �' 00 � ° 21.854 cc. Oo VAR. WIDTH SIGHT 00 O DISTANCE EASEMENTS - , �� DB 4856, PG 582 �,�� - ®0 D.B. 5264, PG. 297 i\\ � ♦ Oo � / OPEN SPACED 0.75o AC /0 EXISTING STREAM 00 EXISTING FEMA 100 YR FLOODPLAIN �i��i����: �� � �j � �i�- - �� NOTES: � NO GUARDRAIL IS PROPOSED WITH THIS 0 00 %�`%��% DEVELOPMENT PLAN. 2. NO RETAINING WALLS ARE PROPOSED WITH THIS DESIGN FOR THE PHASE I DEVELOPMENT. 3. ALL DRIVEWAY ENTRANCES SHALL BE CG-gB DRIVEWAY ENTRANCES ALONG THE PUBLIC STREET. O' 00• 4. SEE SHEET 9 FOR TYPICAL DIMENSIONS OF THE � o PROPOSED LOTS, DRIVEWAYS, AND SETBACKS. / ` O 5. ALL PAVEMENT MATERIALS SHALL BE / THERMOPLASTIC TYPE "B" CLASS I, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. STREAM BUFFER 0 O Oo / Gl 8� CONCRETE SIDEWALK O O O I CONNECTOR ROAD CONSTRUCTION rn I 0 0 PROPOSED UNDER PLEASANT GREEN 1i O CONNECTOR ROAD PLANS - SUB-2019-00058 O 2b 0 Do ' 6PLANTING STRIP I� FlEfP_TEIP a lIOo • o / o � _ LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 2,747 1,673 26 1,852 1,285 2 2,154 1,602 27 1,874 1,306 3 2,218 1,667 28 2,874 1,58 4 2,241 1,691 29 2,702 1,565 5 3,206 2,176 30 1,797 1,288 6 3,042 1,968 31 1,891 1,380 7 2,293 1,738 32 2,704 1,693 8 2,223 1,670 33 2,406 1,395 9 2,768 1,715 34 1,870 1,320 10 2,740 1,695 35 1,870 1,320 11 2,037 1,481 36 1,871 1,321 12 2,033 1,477 37 2,788 1,589 13 3,270 1,867 38 2,933 1,701 14 2,624 1,787 39 1,907 1,356 15 2,075 1,528 40 1,875 1,324 16 2,059 1,511 41 1,887 1,334 17 2,793 1,836 42 2,608 1,509 18 2,795 1,883 43 4,412 3,019 19 2,016 1,464 44 3,561 2,760 20 1,978 1,426 45 3,533 2,733 21 2,647 1,717 46 5,837 3,901 22 2,602 1,657 47 5,894 3,853 23 1,876 1,326 48 3,446 2,644 24 2,715 1,645 49 3,384 2,584 25 3,098 1,773 50 4,205 2,823 1 O 0 0 _ o 2 I illi • OO F/C1F/C GRAPHIC SCALE 0000 0 30 0 15 30 60 120 O O o O ( IN FEET ) 0 N 1 inch - 30 ft. LD M z Q N J CY) V Lu w " N V J w Q J z J z LL. LuW 1 � z 0 rl Q J � LU z Q U Q w ul U) z Lu I- Lu Zw W V U) J � z J � � O Lu CV J Lu w w a JOB NO. 182154 SCALE ill _30 SHEET NO. 4 NOTES: -- i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. E z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY EXISTING RWSA zz" DI WATERLINE SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. EXISTING RWSA iz" DI WATERLINE 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. EXISTING RAILROAD GRAVEL ROAD 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. EXISTING ACSA 8" DI WATERLIN TIE-IN TO EXISTING 8" WATERLINE PROPOSED WITH PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 - - - - - - - - A, = - - - - - - - - - - -Jw ° W_---- AN � -- - -- PROPOSED UNDER PLEASANT GREEN OPEN SPACE & UTILITY PLANS SUB-2019-00071 - ET - AREA A PROPOSED CLUBHOUSE, E TOT LOT AREA AND o _ 731 J 736 J W \N / - ACTIVE RECREATION FIELD / w w------- w I W — W _ j /.. w FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN \\ v7 , PH TI NS`Q PHASE I ROAD & U LITY PLA W EXISTING R WATERLINE LOT T . � �o � sz _ul \ `gyp � T - u - _ - - - - - i V LOT 3 � LOT 2 � � _jj 4 G� V Q •° • - -� � �A \ LOT - i � M \ . `. - - - GREEN \ %/ ; - \ �R �0 \0 �,ZG - - ' ROAD U B 2 071 8" DI WATERLINE PROPOSED UNDER PLEASANT ee J PHASE I AD &UTILITY PLANS S 019 00 •• - - N SERV LATERA / \, i 'LOT 0 255 G 2 6 SANITARY SEWER ICE L (TYP.)� � PHASE I LOT _�l :A . LOT / \ ILATERALJ / / WATER SERV CE (TYP.) LOT - \ / - \ i WATER SERVICE LATERAL (TYP.) e zo' UTILITY EASEMENT LOT � / �`�� / D.B. 5264, PG. 297 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 y \ . 10 \ / 6" SDR-26 PVC SANITARY SEWER LATERAL �� � LOT SILVEA, ILY PROPOSED WITH PLEASAN GREEN PHASE I i ��° V�\ 11 \ TMP 056A1-01-00-036A0 ROAD & UTILITY PLAN - SUB-2019-00071 �� - A �\ \ \ A SANITARY SEWER PROPOSED UNDER PLEASANT GREEN 0.255 cc. PHASE I ROAD & UTILITY PLANS SUB 2019 00071 DR 4436, PG 302 1 � OT - ° �— ®� \ LOT o° D , ° � �07 13 ° (D 6" SDR-26 PVC SANITARY SEWER LATERAL �� �A ' \ PROPOSED WITH PLEASAN GREEN PHASE I ROAD & UTILITY PLAN - SUB-20100o 1 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN M M i 1 / / �` 9 7 T RITZ M DARNELL / PHASE I ROAD & UTILITY PLANS SUB-2019-00071 \- — — \ , _nj- - LOT EXISTING RWSA iz" DI WATERLINE \ �j O A \ 33 \ z7 �\ LOTS, � \. " - -_ \ \ BLOW -OFF PROPOSED UNDER PLEASANT GREEN _ O 34 V PHASE I ROAD & UTILITY PLANS SUB-2019-00071 PROPOSED PHASE LINE � \ ���\�;� � \ �� \ - - - - - - - - - - - - - - - - (TYPICAL) \ \ LOT\ \\ FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN % / \ PHASE I ROAD & UTILITY PLANS SUB-2019-00071 35 \ - PHASE 11 zo' UTILITY EASEMENT LOT � � / '� \ PRIVATE ALLEY ROAD CONSTRUCTION D.B. 5264, PG. 297 \ \ 36 PROPOSED UNDER PLEASANT GREEN PHASE I ROAD &UTILITY PLANS SUB-2019-00071 _ - 37 - / L w - - zo' UTILITY EASEMENT_ P / v - . D.B. 5z6�. z9 - � - 7 ° m \ I LOT L �4 LLJ - Lu 1 1 Lr) �aA _ LOT A 11 A w - /;%�� 3 1 �� - Z zo' UTILI I 8" DI WATERLINE PROPOSED UNDER ,e — TY EASEMENT i MAT HLIN_ -SEES E 6 � FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN Y °° / • / � - - PLEASANT GREEN �, ` \ U \\ 5 4, 97 _- -; D.B. z6 PG. z - 1 -- - L07 1 PLANS SUB-2019-00071 ��� �° \ - Q PHASE I ROAD &UTILITY PLANS SUB-2019-00071 ( �_ � � � -� I � PHASE I ROAD &UTILITY /L LOT - I I - ` - \ ` - _ w LOT I 16 39 �- PHASE 11 WATER SERVI/CE LATERAL (TYP.) : I I --- � -LOT - -.LOT I L] /LOT 7 40SANITARY SEWER PROPOSED UNDER PLEASANT GREEN - - LLJ PHASE I ROAD UTILITY PLAN B-2 1 71 26 -- - S O & U S SU 0 9 000 � � / � A � �- SANITARY SEWER SERVICE LATERAL (TYP.) \i � °Sp,� LOT 1 u- - \\ DUPREE STREET ROAD CONSTRUCTION / OPEN SPACE C♦) � PROPOSED UNDER PLEASANT GREEN / LOT 27 AREA B / �� 41� PHASE I ROAD & UTILITY PLANS SUB-2019-00071 — � / LOT I I / LOT ° ,r ( " DI WATERLINE PROPOSED UNDER PLEASANT GREEN �Q4 j � \_ ( LOT,, I � � / .� • --- 42 � / / OPEN SPACE - PHASE I ROAD &UTILITY PLANS SUB-2019-00071 � 28 / � I / ! AR EA �ED UNDER PLEASANT GREEN TILITY PLANS SUB-2019-00071 %' 'Q \ /• i i- _ i / / V LOT -- -WATER SERVICE LATERAL (TYP.) 19 SANITARY SEWER SERVICE LATERAL (TYP.) V ♦ LOT ALSTON STREET ROAD CONSTRUCTION 20 PROPOSED UNDER PLEASANT GREEN GRAPHIC SCALE LOT >` 29 / L PHASE I RCS &UTILITY PLANS SUB-2019-00071 30 o is 30 60 1" 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN LOT Ilk `LOT �� � \ `,PHASE I ROAD & UTILITY PLANS SUB-2019-00071 L� 30 / FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN ., / LOT \ ( IN FEET PHASE I ROAD & UTILITY PLANS SUB-2019-00071 / 1 inch 30 fl. ____ \ / ��L /1 Q I-, � 000_NTH 0 SCOTT R, COLLINS'� No. 35791 ,�Ll ZONAL E� U) `u Z Z J F L r u O��L U w m _ c 0 J L Z O Q C z Ww > L ce LD z� M z cY) Q N J M CL w w N N V J w Q J > Q z W z LU 1 z Lu 1-- rl J 0 � w >- Z Q �- U Q J w _ z ul U) w I— LU Zw w V W J � � O Lu 0 O J N CL I- Lu a Ln JOB NO. 182154 SCALE ill _30 SHEET NO. 5 PUMP H0USEIA PHASE II °� \� � \ 20' UTILITY EASEMENT LOTS\ \ \ PRIVATE ALLEY ROAD CONSTRUCTION D.B. 5264, PG. 297 PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 / \� LOT 37 "Tr- P7L j i _ __ — —1 20 UTILITY EASEMENT`\� / / \ \ / D.B. 5264, PG. 297 \\ LOT I 14 _ — LOT I LOT 38 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN 20 UTILITY EASEMENT 5 HEET PHASE I ROAD & UTILITY PLANS SUB-2019-00071 ( D.B. 5264,`PG. 297 I MAT HLINE SEE II=II LOT _ �I LOT I 1 LOT 16 I I �, 39 I 2 PHASE 11 . WATER SERVICE LATERAL (TYP) ° 1 % LOT LOT I I SANITARY SEWER PROPOSED UNDER PLEASANT GREEN % ( /LOT /' I I I 17 — — —I II Lu 40 - - PHASE I ROAD & UTILITY PLANS - SUB-2019-00071 / 26 _ — — — Lu — -SANITARY (SEWER SERVICE LATERAL (TYP.)\`, � F— OPEN SPACE LOT cry DUPREE STREET ROAD CONSTRUCTION O � 1 LOT I d j PROPOSED UNDER PLEASANT GREEN AREA B � o�� - 4 1 � \ PHASE I ROAD & UTILITY PLANS SUB-2019-00071 2] \ /LOT I I zg LOT LOT I / 2 p OPEN SPACE6" DI WATERLINE PROPOSED UNDER PLEASANT GREEN ,;'Q \ / /' / ., � � 4 � PHASE I ROAD &UTILITY PLANS SUB-2019-00071 /� i�, 28 / / / AREA C LOT / - -=WATER SERVICE LATERAL (TYP.) / / 19 1 v / SANITARY SEWER SERVICE LATERAL (TYP.) SLOT - ALSTON STREET ROAD CONSTRUCTION PROPOSED UNDER PLEASANT GREEN FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN j 29 �� / / 20 PHASE I ROAD & UTILITY PLANS SUB-2019-00071 PHASE I ROAD & UTILITY PLANS SUB-2019-00071 BLOW -OFF PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB-2019-00071 � / / - ' / / j 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN //LOT i � r LOT J/ -PHASE I ROAD & UTILITY PLANS SUB-2019-00071 30 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN / f PHASE I ROAD & UTILITY PLANS SUB-2019-00071' i �\ LOT LOT / % LOT ' A / i , 43 - w a LOT J LOT / �/ J \ SLOT \ �3 . \ \ \ \ LOT �A \� 2 32/ � 4 � / � \ 1� ��� 44 SANITARY SEWER PROPOSED UNDER PLEASANT GREEN PHASE I ROAD &UTILITY PLANS - SUB-2019-00071 20' UTILITY EASEMENT, LOT O �� � D.B. 5264, PG. 297 v� � LOT \ \ SCOTT R, COLLINS'� No. 35791 � �o IL 10NAL / SHEA, DANIEL F OR Ar TMP 056A1-01-000 0.464 ac. DR 2413, PG 214 ZELLER, TMP 056A1 0.26 DE 2194, `u ' Z J F L u O a c u w m u C 0 J — / Z O Q �--� C C cn z Lu u 46 e 0 0 Oo 00 � W " 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN �b� PHASE I ROAD & UTILITY PLANS SUB-2019-00071 ��— W / ` S % 20' UTILITY EASEMENT D.B. 5264, PG. 297 00 / LOT OO 47 LOT / J 00 \ 48 Y \ LOT PHASE 11 49 so o � \ i _ / f - - - _a VUE REALTY PARTNE S LLG ®� � TMP 05600-00-00-11500 Oo 0 �- 21.854 a c. A - DB 4856, PG 582 EXISTING STREAM OO i�ii� / �/ - �����✓ \ OO �, O 0 Ate/ ✓ EXISTING FEMA O 0 / i, ioo' YR FLOODPLAIN �� �� l O ���� �y� EXISTING soo' v O � n I \ STREAM BUFFER I \ SANITARY SEWER PROPOSED UNDER PLEASANT GREEN PHASE I ROAD & UTILITY PLANS SUB 2019 00071 JO CONNECTOR ROAD CONSTRUCTION I O OO PROPOSED UNDER PLEASANT GREEN I CONNECTOR ROAD PLANS - SUB-2019-00058 20' UTILITY EASEMENT D.B. 5264, PG. 297 O NOTE: THE (5) EXISTING WATER METERS \ \ THAT HAVE BEEN INSTA ED ALONG > I ` Oo Oo ° ° ° E ORCHARD DRIVE SHALL E ABANDONED. z O OO 0 0,__\ )� ��0 0 l 0 O O 000 --- — e° GRAPHIC SCALE OO I ` 30 0 15 30 60 120 O O O O O 00 O I �0 ( 1N FEET ` 1 inch — 30 ft. 0 O LD Z� M z CM nl J M CL w W " N V J W Q J > Q Z J z Lu �--� J 0 � ZLL L U Q U Q J wul U) _ z Lu i- Lu w V U) J � � 0 Q o Lu CV J CL I- Lu Lu Ln JOB NO. 182154 SCALE 1" _ 301 SHEET NO. 6 �TH of SCOTT R, COLLINS'� No. 35791 114�1 ZONAL E� r - GEAVEE ROAD EXISTING RAILROAD y y - w w - - - - - l - - - -- - - -� i - -- - - - w w - - w -- - �- _ w , w- y y -- ,w� w- � w w w °� - F ° , " • ° • " ° w • GRADING PROPOSED WITH PLEASANT GREEN - - W PHASE I ROAD & UTILITY PLAN - SUB-201 000 1 - --- --" - _ - y 744- W W W i -- : y C Li RLL BERMS FOR LANDSCAPING &SCREENING i / �.JI � _ U GM Q \\ �� PROPOSED WITH PLEASANT GREEN PHASE I w cn H \ a EE \ \ \ ROAD &UTILITY PLAN -SUB-2o1 20PUBLIC DRAINAGE EASEMENT 0 -1 z 000 1 - o y- \ Q �J -� • � D.B. 526y, PG. 297 r O H C - - ` - - - Lu - iz Z V /� a Lu y _- 1u - FFE= c GAR 7z7.00V� J///° - - - • , , � / ; , _, i _. - yy GAR.67� �-< Qa 'F= z. - - � GAR=7z8.33FE833 7 - O < vI = o FFE=7z9.00 - c , GAR 729.o 20 PRIVATE so =7z 67 _ E DRAINAGE EASEMENT _ �'���y / / V \� GAR= z .6 YD�V �AG�Li M FE D.B. 5264, PG. 297 / <_ \ 7 i C u ,; J : J � ° � � >� FE= 30 33 \/ � � � 6 MCCOMB STREET ROAD CONSTRUCTIONSb� avasa i PROPOSED UNDER PLEASANT GREEN �� �� �� 2 ,;� 'v / ° • � • PHASE I ROAD &UTILITY PLANS SUB-2019-00071 " �\ / �, /� GAR=73o.00� � _ �"FFE=730.67 r � R�3. y � GAa.00PHASE I �� - - -- FFE=73o.67 LLj v =729 3 � \ � FFER v � -73 l - - o.00 % y \ - -� -/ GRADING PROPOSED WITH PLEASANT GREEN C)I / _ /' ✓ / GAR=728.67 // /APHASE I ROAD & UTILITY PLAN - SUB-2019-00071� / -'� Q rn C) �� FFE=729 3/ - W A - 20 PUBLIC DRAINAGE EASEMENT w ' D.B. 5264, PG. 297 / - STORM SEWER PROPOSED WITH 'YD-T Zx E r \ w -� ° / ��°� G E= 28. PROPOSED PRIVATE YARD DRAIN SYSTEM \ 7 33 . Z � / PLEASANT GREEN PHASE I ROAD �° FE- 2 00 i a & UTILITY PLAN - SUB-2019-00071 ;::�-�� LD 7 9 - U , ,_e / -- 27 67 / i j GAR j SILVEA, E ILY ✓y�A A �� i l i / FFE=728.33, D-Q ' % PROPOSED 10' PRIVATE DRAINAGE EASEMENT Q TMP 056A1-01- -0 0 r�sr / 36 A y � y _ � � 0.255 cc. GA 727 / - DB 4436, PG 302 y =7a7 67 ' / r C� ° o ° .PFE � - GAR=726.3 FFE=727.00J -P CL Lu ° f J w CRITZ M DARNELL / O a ° STORM SEWER PROPOSED WITH - � �:, � ����� �� / A �� \ y� TMP 05 1-01- _ N PLEASANT GREEN PHASE I ROAD - - - \ / Oa 1.205 a & UTILITY PLAN - SUB-2019-00071 \ \ /� DB WB162, _ - - \ - i -- -0 w •° , ° \ GAR-723 .6 �a�'� FFE=7z5.67 \ \ LLI 20' PUBLIC DRAINAGE EASEMENT Oa / D.B. 5264, PG. 297 GAR=723.0 \ \ �a ��°� / �01 _ H� ui / PHASE LINE TYP. L \ \ �_ Da GRADING PROPOSED WITH -- - y`?� w _w PLEASANT GREEN PHASE I ROAD U / ' PRIVATE DRAINAGE EASEMENT �\ ; ; ; - _ J Q � 1 �� ��\ \ � �,� &UTILITY PLAN -SUB-2o19-00071 `' 20•' GAR=721.6 / D.B. 5264, PG. 297 - y FFE7z3.6 Lu / PHASE 11 STORM SEWER PROPOSED WITH 1/ ! Q �� - J \ - �' - \'G ,R=7zo, \ YDW PROPOSED 10 PRIVATE DRAINAGE EASEMENT\ M -- % LU &UTILITY PLAN -SUB-2o19-00071 PLEASANT GREEN PHASE I ROAD FE-722.3� \ - 734 PRIVATE ALLEY ROAD CONSTRUCTION \ Q M Z PROPOSED UNDER PLEASANT GREEN \' �' PROPOSED PRIVATE YARD DRAIN SYSTEM ,�x PHASE I ROAD &UTILITY PLANS SUB-2019-00071 - � - �- / ,� � � \ ; .� 1\ \ W V. kr�V / FFE- 21. \ \ NOTE: SLOPES STEEPER THAN 1 SHALL I / / i _-------- - - / 3 BE PLANTED WITH NATIVE STEEP SLOPE A �� / / h� w f z MIX WITH ANNUAL RYEGRASS BY - \ (/eC/ `O � PRIV A - � ' � `- ', -- • � ERNST CONSERVATION SEEDS AT ARATE - • , ° � �' � ��� GAR-7i8 6 S L� z -// i 1 OF 6o LBS PER ACRE OR 1 LB PER 1 00o SF. \ �iQ t3' j D Q GRADING PROPOSED WITH PLEASANT GREEN 7 -_ -- I FFE- 20 00 - \ U) Lu / PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 - - - _ IGAR=718:0 3.Vo 1 , \ - - - FE=UJ ul 718 67 - 1 , W l� PROPOSED LIMITS OF - - � - -- -- a- - I - � ® � � e = - � � � � � �� a � � o PHASE I TREE CLEARING GRADING PROPOSED WITH PLEASANT_ u GAR-716.od �YW-M L $ f - 8 /o � w _ _ - _ - - PHASE I ROAD & UTILITY PLAN - SUB-2o1 GREEN I -_ o FFE - -- - STORM SEWER PROPOSED WITH E 9 7 FFE=-17 3• 6'9 GAR=715 33 1 PLEASANT GREEN PHASE I ROAD \ 7 /o 20' PRIVATE DRAINAGE EASEMENT 7 7 3 6.z% FF=717.33 � � I 9_ 71 201 000 " � ro / ,�•1� G R=7z1.0 � D.B. 5z64, PG. 297 � 1_ '; = I- -�. MAT�HLINE - SEE SHEET 8 � &UTILITY PLAN -SUB-_, / / � F E=721.67 / ;; _ _ o / - i� i _ c l _ � z PHASE I I / 5.3°o/ / % / -D - GAR- 1 GA -714.0 1 �� a / w _ 7 33 ' I _ 77 5 3 8.8 /0 7.3% FFE 716.00 / AR- zo. / PFE- 16.00 FE 7z1.00 - - - i GRADING PROPOSED WITH 7 7 Lu - - / ALSTON�STREET ROAD CONSTRUCTION 6.1% FFE=714.671 ( PLEASANT GREEN PHASE I ROAD MCCOMB STREET ROAD CONSTRUCTION w _ O Lu DUPREE STREET ROAD CONSTRUCTION v FE= 71g 67 I ---_ =-Jz PROPOSED UNDER PLEASANT GREEN _ \ / PROPOSED UNDER PLEASANT GREEN a �D-L & UTILITY PLAN - SUB-2019-00071 > >_ J PROPOSED UNDER PLEASANT GREEN / - / ) - PHASE I ROAD &UTILITY PLANS SUB-2019-00071 �' (y 0 PHASE I ROAD &UTILITY PLANS SUB-2019-00071 Q ZS� 3;1 y PHASE I ROAD &UTILITY PLANS SUB-2019-00071 - -- - / / _ -- vl - - �` GAR-719 00, E 11 I AR=711.3 -- / _ �a �, 2 FE= 1 6 o / a H i ��E II, / s• rFE=713 33 / UO w PROPOSED PRIVATE - I � � • � , � YARD DRAIN SYSTEM � %I � STORM SEWER PROPOSED WITH i / � � � u � � I � "GAR 709�•�0 � I � � 3.1 �a FE= 11.00 7 LEASANT GREEN PHASE I ROAD / y P' 4. o UTILITY PLAN SUB-zolg-o0071 / ��� a f - AGAR=7o8.33 �� -_ i / � �00 7 33 - / � ° o � \ ti � � 20' PUBLIC DRAINAGE EASEMENT FFE= 10. ,, � • V GAR- i o % / D.B. 5264, PG. 297 o / u �-7 7 4 c FE_7�767;> E / i . ' YD- l b, - -'' GRAPHIC SCALE I - - 1� 43 AR=707.67 E /� \ - � 3 a 1 s 30 0 o, � D�B �� /GAR-7o9.33 Q ..,' i qR=707 p FF,E=710.00 - �a / / / A _ \ � / � / o .00 � � , _ ( III �'FT�T ) f �% - a 60 \ I Q / R=715 /� A S.0 30 Lu o w a U) JOB N0. 182154 SCALE ill _30 SHEET NO. 7 PHASE11 NOTE: ROOF DRAINS FROM HOUSES WITH REAR YARDS THAT HAVE 2:1. SLOPES MUST a / i TIE-IN TO A PROPOSED YARD DRAIN SYSTEM 7-34' PRIVATE ALLEY ROAD CONSTRUCTION / v / PROPOSED UNDER PLEASANT GREEN , / M / PHASE I ROAD & UTILITY PLANS SUB-2019-00071 pftly PJ A, Z GRADING PROPOSED WITH PLEASANT GREEN T 7 _ PHASE I ROAD & UTILITY PLAN SUB 201g o0071_ _ PROPOSED LIMITS OF; - ---- c / PHASE I TREE CLEARING GRADING PROPOSED WITH PLEASANT GF PHASE I ROAD & UTILITY PLAN - SUB-2019-C GAR=721.0o LOT / - FFE-721.67 �5 /� PHASE 11 ` GAR=72o.33/ / FFE=721.00 • ��� / ' LOT 26 DUPREE STREET ROAD CONSTRUCTION v / FE= 719.67 LOT / PROPOSED UNDER PLEASANT GREEN / ( / PHASE I ROAD & UTILITY PLANS SUB-2019-00071 % Q �.Si - 27 / / i � _� GAR-719.00 / -7 9• 7 PROF 8T/ YARD e GAR=717.00 v� / �� /jt \\o ;,.. FE_71767iLOT / /; / 29 ; Q�L �% _ 6 FFE=717.00 LOT 30 / Q / R=7�5.67 ,, , FFE- 6.33.` / LOT YD E i /// � GAR-715.00 / FFE=71�6 J \ \ LOT OT 32 A A 24 "G R=72 LOT Yp_N PROPOSED 1o' PRIVATE DRAINAGE EASEMENT �\ 1 FE= 722. " v PROPOSED PRIVATE YARD DRAIN SYSTEM LOT FFE-721. t NOTE: SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY LOT - GAR=71$,6 ° ERNST CONSERVATION SEEDS AT A RATE 1.1/\ � '�- \ " 14FFE720.0__ OF 6o LBS PER ACRE OR 1 LB PER 1 000 SF. 0 - -- o � , 1 �- GAR=718 0 3.30/0 LOT'FFE71&6 1' I LOT i G R- 16.a 38 �YU-M 4: o FFE=718.00 15 8/0 GAR-716: �o � � --'- � 6 � - 1 LOT 9° i GAR-715 33 20' PRIVATE DRAINAGE EASEMENT' 733 LOT 3� 6.z/o FF 39 I MATCHLINE -SEE SHEET? D.By5264, PG. 297 - �� ��' � � 7- - 7 5. p - F ER 71&o0 8 8 /0 � � % GAR=714-v9 I 7 3 FFE 16.00 i LOT 1 '� ,��, � 7 k / -- GAR=712.1 r♦ I GRADING PROPOSED WITH E=714,67 LOT I - I PLEASANT GREEN PHASE I ROAD ALSTON STREET ROAD CONSTRUCTION PROPOSED UNDER PLEASANT GREEN d a I 41 I ) Yb-L T &UTILITY PLAN - SUB-zolg o0071 PHASE I ROAD 1 UTILITY PLANS SUB-2019; 00071 - I. -1 -- 1 / I I i LOT � \ " \ I"\ ° AR=711. � 18 5.1/o FE=713.33', LOT 'RIVATE li - - _ -- _)YSTEM / GAR-70 . o I //y STORM SEWER PROPOSED WITH / J 3 1 YD-C / FE=71..00 �G/ / _PLEASANT GREEN PHASE I ROAD LOT / / & UTILITY PLAN - SUB-2019-00071 / / 19 AGAR 7o8�33 4.)% - - - /� / J J, J 20' PUBLIC DRAINAGE EASEMENT FFE710.33 D.B. 5264, PG. z �U197 j` /\ YD / 20 GAR= 0 6 7. 7 ,� - 7 A / /FFE=70q:67LOT \ S3 0 °GAR= o \ \ \ 21 %GAR- o 00 .,..... ', � r . FFE=71o.0o LOT ... � v FEE-709.00 6\ YD-J LOT \ / / GAR=7o8.67 43 \ �/ , �, FFE=709.33 / 23 \ GAR=796.8 A ' �.-'�, o LOT FFE-7p)�o \ � , I � .. GAR=7117 LOLL /�-s j , , LOT PROPOSED YARD DRAIN \ o ��° / �� �/ S V _J YD-F �, ° =70 .67 - -I GAR 6 45 - - - - - FFE=707.33 e LOT46 i PROPOSED PRIVATE YARD DRAIN SYSTEM ®0 \ / / \ 0� I�� ° �' ' / // / PROPOSED 1o' PRIVATE DRAINAGE EASEMENT i A / ? GAR=7o6.17 / \ 0 WAWA/ .r FFE=7o6.83 /i yu-H • 5' IN Ift '. LOT / GAR=7o6.17 47 F / ® - 83 / � FE 706 / v GRADING PROPOSED WITH PLEASANT GREEN �� V GAR=7o6.83 LOT 0 PHASE I ROAD & UTILITY PLAN - SUB-2o19-00071X° ti'"� `�, FFE=7o7.50 4 / � LOT / \ 0 0 j/y`�i - GAR 7o6.83 / � �, Ti FFE=707.50 49 / O ' i PHASE 11 /XTLOT ate° OO yv v`i ` 20' PUBLIC DRAINAGE EASEMENT , YD o �'o / - � � � ,' � � � � � v �i� � \ D.B. 5264, PG. 297 v / / ® �STORM SEWER PROPOSED WITH \\ O o / e PLEASANT GREEN PHASE I ROAD \ & UTILITY PLAN - SUB-2019-00071 EXISTING STREAM \ ` \\ \ \ EXISTING FEMAtoo-YEAR I FLOODPLAIN ��V 0`//� \ V / o ®� v/v�w�/v/vvw v I� \ �vv/%�/ v�����//�/��v% BIO-FILTER PROPOSED WITH PLEASANT GREEN EXISTING too' \ PHASE I VSMP PLAN - WPO-2019-00003 V A L STREAM BUFFER 0 - I \ � �°To I \ 1 CONNECTOR ROAD CONSTRUCTION / PROPOSED UNDER PLEASANT GREEN �SWM EASEMENT CONNECTOR ROAD PLANS - SUB-2019-00058 - :1 \D"\ D.B. 5264, PG. 297 I I o (Do o GRADING PROPOSED UNDER PLEASANT GREEN CONNECTOR ROAD PLANS - SUB-2019-00058 C / s c \ \GREEN- CONNECTOR�TG G o O � � STORM SEWER PROPOSED UNDER PLEASANT r O I - ROAD PLANS - SUB-2019-00058 GRAPHIC SCAL \ - l �� � 30 o 15 � 3C7 Hd / 120 SHEA, DANIEL F OR A GELA TMP 056A1-01-00-03 00 0.464 cc. DB 2413, PG 214 ��"H 7�% �q"SCOTT R, COLLINS'� No. 35'791 ,� ZONAL E� `u ZZ o J a F a 1■■1 � m C 0 J Z O Q � C U z C > Q W w U 5. C S YARD DRAINAGE DESCRIPTION PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-D 18" YARD DRAIN 715.00 12 55.50 c 712.00 706.00 HDPE YD-C 18" YARD DRAIN 709.00 12 43.50 c 706.00 702.75 HDPE YD-B 18" YARD DRAIN 706.00 12 51.75 c 702.75 702.33 HDPE YD-A 12" CLEANOUT 707.00 12 30.25 c 702.33 702.00 HDPE YD-E 18" YARD DRAIN 706.00 12 44.25 c 703.00 702.75 HDPE YD-F 18" YARD DRAIN 705.00 12 19.25 c 702.00 701.83 HDPE YD-S 18" YARD DRAIN 725.00 12 87.00 c 722.00 721.50 HDPE YD-R 18" YARD DRAIN 726.00 12 117.25 c 721.50 720.75 HDPE YD-O 18" YARD DRAIN 726.00 12 50.50 c 720.75 720.42 HDPE YD-P 18" YARD DRAIN 725.00 12 53.50 c 720.42 720.00 HDPE YD-O 18" YARD DRAIN 724.50 12 64.50 c 720.00 718.33 HDPE YD-N 18" YARD DRAIN 721.33 12 67.50 c 718.33 714.00 HDPE YD-M 18" YARD DRAIN 717.00 12 69.50 c 714.00 710.00 HDPE YD-L 18" YARD DRAIN 713.00 12 52.50 c 710.00 705.00 HDPE YD-K 18" YARD DRAIN 708.00 12 31.00 c 705.00 704.75 HDPE YD-J 12" CLEANOUT 711.00 12 66.00 c 704.75 704.33 HDPE YD-I 18" YARD DRAIN 708.00 12 68.00 c 704.33 701.00 HDPE YD-H 18" YARD DRAIN 704.00 12 68.75 c 701.00 695.00 HDPE YD-G 18" YARD DRAIN 697.00 12 43.75 c 695.00 694.50 HDPE YD-T 24" YARD DRAIN 729.00 12 33.34 c 726.00 721.00 HDPE Design Year: 10 g Project: Pleasant Green - Phase I Job #: 182154 Prepared b : AML PE J P Y INLET STATION OUTLET WATER SURFACEELEV L. Do Qo ZW Sro Hr JUNCTION LOSS FINAL H INLET WATER SURFACEELEV. RIM ELEV V. Ho QM VfN Qi*V V /2g Hi AN Ho He 1.3Hc .5H, 721.80 33.34 12 0.94 .001 0.02 1.2 0.0 YD-T 0.00 0 0 0.01 NA N/A 0.03 721.83 729.00 695.30 43.75 12 3.85 .010 0.44 4.9 0.1 YD-G 3.6 4.6 16.81 0.3 0.12 14 0 0.21 NA N/A 0.65 695.95 697.00 695.95 68.75 12 3.63 .009 0.61 4.6 0.1 YD-H 33 4.2 13.84 0.3 0.10 5 0 0.18 NA N/A 0.79 696.73 704.00 701.80 68.00 12 3.30 0.007 0.50 4.2 0.1 YD-1 2.9 3.7 10.7 0.2 0.07 3 0 0.14 NA N/A 0.64 702.44 708.00 705.13 66.00 12 2.90 0.006 0.37 3.7 0.1 YD-J 2.9 3.7 10.7 0.2 0.07 61 0.11631 0.24 NA N/A 0.62 705.75 711.00 705.75 31.00 12 2.90 ,006 0.17 3.7 0.1 YD-K 2.6 3.3 8.574 0.2 0.06 48 0.06442 0.18 NA N/A 0.35 706.10 708.00 706.10 52.50 12 2.59 .005 0.24 3.3 0.0 YD-L 2.3 3.0 6.843 0.1 0.05 28 0.02976 0.12 NA N/A 0.36 706.45 713.00 710.80 69.50 12 2.32 .004 0.25 3.0 0.0 YD-M 2.1 2.7 5.545 0.1 0.04 2 0 0.07 NA N/A 0.32 711.12 717.00 714.80 67.50 12 2.09 .003 0.20 2.7 0.0 YD-N 1.9 2.4 4.394 0.1 0.03 9 0 0.06 NA N/A 0.26 715.06 721.33 719.13 64.50 12 1.86 .002 0.15 2.4 0.0 YD-O 1.7 2.2 3.799 0.1 0.03 7 0 0.05 NA N/A 0.20 719.33 724.50 720.80 53.50 12 1.73 .002 0.11 2.2 0.0 YD-P 0.7 1.0 0.714 0.0 0.00 78 0.00862 0.03 NA N/A 0.14 720.94 725.00 721.22 50.50 12 0.75 0.000 0.02 1.0 0.0 YD-Q 0.5 0.7 0.338 0.0 0.00 6 0 0.01 NA N/A 0.02 721.24 726.00 721.55 117.25 12 0.52 0.000 0.02 0.7 0.0 YD-R 0.2 0.2 0.044 0.0 0.00 14 0 0.00 NA N/A 0.02 721.57 726.00 722.30 87.00 12 0.19 0.000 0.00 0.2 0.0 YD-S 0.00 0 0 0.00 NA N/A 0.00 722.30 725.00 702.63 19.25 12 0.29 i_000 0.00 0.4 0.0 YD-F 0.00 0 0 0.00 NA N/A 0.00 702.63 705.00 703.55 44.25 12 0.39 0.000 0.00 0.5 0.0 YD-E 0.00 0 0 0.00 NA N/A 0.01 703.56 706.00 702.80 30.25 12 1.81 0.002 0.07 2.3 0.0 YD-A 1.8 2.3 4.161 0.1 0.03 27 0.0181 0.07 NA N/A 0.13 702.93 707.00 703.13 51.75 12 1.81 0.002 0.11 2.3 0.0 YD-B 1.0 1.3 1.394 0.0 0.01 70 0.01682 0.05 NA N/A 0.16 703.29 706.00 703.55 43.50 12 1.05 0.001 0.03 YD-C 0.3 0.4 0.141 0.0 0.00 27 0.00062 0.01 NA N/A 0.04 703.59 709.00 706.80 55.50 12 0.33 0.000 0.00 YD-D 0.00 0 0 0.00 NA N/A 0.00 706.80 715.00 LD z� M z Q nI J M CL w w " N V J w Q J >_ Q z W Q ^ � W Lu l� z _J L u LL Z Q r ^ = V J U Q o?S W w z ul U) Q z Q Lu LU w NN L.f. V VJ LL Q J � � V Q C� Lu CV CL I- r' w a Ln JOB N0. 182154 SCALE 1"_30 SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS \ 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. \ THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY 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 OF THE TEST RESULTS SHALL BE _ SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED o PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. ' 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 EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE \ I FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT \ I % SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE 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. _ 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). \ \ 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. \ C`1NG0pNE - I 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. I 8. 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, THEN APPROVAL OF THESE PLANS SHALL \ \ BE NULL AND VOID. \ 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 PROPERTY NUMBERING ORDINANCE AND V 0 MANUAL. \ \ \ 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 V A \ 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. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED 0 INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.- \ (FUTIJ RE 0 PIP r I ROAD NOTES GRADING: ®00° 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE STANDARDS OF THE VIRGINIA __ ®®®®®®®0050000000000® DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS \" ®g�® OF THIS PROJECT. --� ®���® TRIP GENERATION CALCULATIONS 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD ®®®° TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) @®® RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE o SINGLE FAMILY DETACHED UNITS -CODE z10 (PHASE ENGINEER. ®® 5 ) 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER®a ®®® TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 0® �� ®®®®®®® ®®09gi0®�® 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION ®®®®® ADT: z93 VPD (146.5 ENTER/ 146.5 EXIT) OF THE SUBGRADE. AM PEAK: 22 VPH (4 ENTER/ 18 EXIT) DRAINAGE: PM PEAK: 26 VPH (17 ENTER/ g EXIT) 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. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp McComb Street (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Alston Street (Public Road) 770 2 790 4 4 13.94 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street (Public Road) 200 2 220 4 4 9.49 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Private Alley 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 ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. ----- ------ 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS 3. PLACED. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. THAT ARE PROPOSED TO BE STATE MAINTAINED: 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 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATON (VDOT). THIS PLAN AS COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 7HE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 2. REQUIREMENTS OF THE PERMIT SHALL GOVERN. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT UNLESS OTHERWISE NOTED. DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 7HE APPROVED EROSION MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF INSPECTION. 3.• 1 OR BETTER ARE TO BE ACHIEVED, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7, ALL 7RAFF'IC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION ROADS ATTHE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE INDUSTRY (29 CFR PART 1926). MAINTENANCE. EXIST. GROUND 3.1 EXIST. GROUND 5' WIDE CONCRETE SIDEWALK 4" VDOT 21A STONE BASE F0 NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT C/L CG-6 POINT OF CC-6 3' CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' CLEAR ZONE I ZONE I f�l SURFACE -CLEAR 2% 2% 27 2% 6' PLANTING a 6' PLANTING STRIP 4" VDOT 4" OT STRIP STONE SUBBASE STONE BASE BA 6 6 - 10' (TRAVEL LANE) 24' F� F/C 10' (TRAVEL LANE) 5' WIDE CONCRETE SIDEWALK I TYPICAL jVFf0 HBO.RHOOD STREET S.MTMV (4.9 ' R/#YJ ALSTON STREET AND OUPREE STREET (ALL PUBLIC ROADS) OS--SSAR RESIDENTIAL &MIXED USE SUBDIVISION STREET DESIGN SPEED. 25 jV H ON -STREET BUff x-OUT PARIfINO ONLY 4" CONCRETE SIDEWALK EXIST. GROUND 27. g;1 6' PLANTING 4" VDOT 21A STRIP STONE BASE EXIST. GROUND 5 6 4" CG-6 CURB & GUTTER (PARKING LANE) 2% BASE - 10 (TRAVEL LANE) C/L 4" VDOT 21A STONE BASE EXIST. GROUND EXIST. GROUND R/W POINT OF CG-6 FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SURFACE 3.1 2% 2% EXIST. GROUND 6' PLANTING 4" VDOT STRIP 4" IADOT 21A SUBBASE 21A STONE BASE STONE T' BASE EXIST. GROUND 2,5 25 6 5 1 (TRAVEL LANE) 56' R/W TYPICAL NpIGHBORHOOD ASTRFpT ASL'CTION I - - ' R/�Y� WCOAfB STREET (PUBLIC ROAD) OS-SSAR RESIDENTIAL �• AfIXED USE SUBDIVISION STREET DESIGN SPEED. 25 afPfl PARKING ON ONE SIDE ONLY HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABODE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABODE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS 6" MIN. RI W NO SCALE TOP OF 4'y 2., R CURB n e n 6" 4 13" a ( v OR #78 57 STANDARD CG-6 STONE#BASE68 NDER CURB CURB & GU TTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4" CONC.� >/ d 4" 21-A STONE BASE CONCRETE SIDEWALK CG-6 Cl/RR Ar GIITTFP NO SCALE POINT OF CIL FINISHED GRADE 0 0 0 0 0 0 0 ,r . I -/PHASE I ; S' r 00% 0 00 06 TRIP GEN®TION ® 1"=100' ®®®®00-.0._ CC-98 WIDTH OF C ENTRANCE _ �I LIMITS OF PED. � � � LIMITS OF PED. ACCESS ROUTE ® o ACCESS ROUTE WIDTH OF ENTRANCE UNPAVED SPACE NON -TRAVERSABLE = UNPAVED SPACE c+J EXISTING OR PROPOSED EXPANSION JOINT (- SIDEWALK OR SIDEWALK SPACE q WIDTH OF ryF F ENTRANCE ExPANSION JOINTED. OF PED. b LIMITS OF PED. E IIµE W CCESS ROUTE M NON -TRAVERSABLE = ACCESS ROUTE CURB INCLUDED IN U PEDESTRIAN ACCESS ROUTE DETAIL WITH & 'P ENTRANCE GUTTER E i WITHOUT UNPAVED SPACE Z rn Q W w ADDITIONAL RIGHT-OF-WAY IS RE )RED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND {..-2''-0" io FLOW LINE i EXISTING OR PROPOSED VOOT RI HT -OF WAY. I I j�' . o. . •o. . c. I i EXPANSION JOINT ENTRANCE WIDTH - OESIRABLE MINIMUM 16' • e. , p, • e. Gj PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS 0 ABSOLUTE MINIMUM 12' O UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT i PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A �09040�0: o FACILITY THAT CAN BE APPROACHED, ENTERED AND I EDGE OF PAVEMENT USED BY PEDESTRIANS.IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F C HALF PLAN 11F IF PEDESTRIAN ACCESS ROUTES IN ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE. °' e. WHEN USED IN CONJUNCTION WITH STANDARD .'p'• • e. ' PARABOLIC CG-3 OR CG-7, THE CURB FACE ON THIS UNPAVED SIDEWALK CURVE STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. • o . o •a • o • o SPACE o000000000 ® x NORMAL GUTTER ------ _________ * SECTION E-E • e,^ , p• . p, • e• ' °' n. *0% TO 10% CHANGE 1'- 3" 4 b`•: •o4o e:oYo4 o'c' oo4 aY=o4o•aY CLASS A3 (H.E.SJCONC. • c 6" AGGR. BASE TYPE I SIZE 21B • �• 5' I 5'-0" ® POINT OF GRADE CHANGE - �. ' �• . p, 12% MAX-0". SLOPE FOR CURB AND GUTTER ONLY •e. • N. -b% FOR SIDEWALK CURB AND GUTTER x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY o�oB�� SECTION C-C x x x 3 % MAXMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D SPECIFICATION -,VD❑T REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 2" SM-9.5 SURFACE C 8" 21-A BASE COUF COMPACTE[ SUBGRADE ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE RIW CURB & GUTTER 1 " SM-9.5A 1/47: 1' 1/4" 1' SURFACE COURSE 'a°a omaoa ooa t gs�ooo a�8 3" BM-25 INTERMEDIATE COURSE 4' voor$ TO 4" 1A 6" COMPACTED AGGREGATE BA SNE TONE BASE COURSE, VDOT #21A 00 2.5 10' (TRAVEL LANE) 1 10' (TRAVEL LANE). BASE 2.5 1' OR #216 DEPENDING ON ULTIMATE TRAFFIC LIMITS 20' E/P-E/P AND UNDERDRAINS 27' PRIVATE ROAD R/W COMPACTED SUBGRADE TYPICAL ALLL'Y SUCTION - ,97' PRIVATE ROAD ASPHALT PAVING - ROADS (PRIVATE ALLEY) NO SCALE 15 ffPH DESIGN SPEED NOT TO SCALE TYPICAL SINGLE FAMILY ATTACHED UNIT DETAIL 2o'REARSETBACK I I I WIDTH 5' FRONT SETBACK SCOTT R, COLLINS'­� No. 35791 ZONAL E� 1©MEN Z z J F L u ~" L O � Of U w m C L. 0 can J L z O Q P _ C U) z LU > L CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE �- THE CROSS SLOPE SHALL BE 27 FOR A WIDTH OF 5 FEET. I w A --STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o c AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) u, 1. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / (SEE NOTE 1) L_ - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE B 0 SIDEWALK USED WITH THIS STANDARD. I ISIDEWALK W (SEE - - - - NOTE 5) rc OPTIONAL UNPAVED SPACE y FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - - 3 - - ----� +----- R1W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION Q EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4 JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - NOTE: WIDTH "B" 2'-0" OR AS Icy MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY> WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR 8 % MAX. D OPTIONAL FLOW LINE GRADE CHANGE 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW MAINLINE ROADWAY )SEE - - - - - - - - - - - NOTE 7) LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 8% MAX. ® D GRADE CHANGE - 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MI 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CC-111S USED FOR STREET CONNECTIONS,THE IN CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A DOT ROAD MANUAL STOPPING ANCE AND HE VI ALUE REQUiGN SIGOF H7H DIS REMENDIS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A -y 4"� PORTION GUTTER TO PROVIDE POSITIVE DRAINAGE JII 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES •e. 11 \ - CLASS A3 •>. .p, ll} - -I COE.S.) CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH 1 MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-150D VPD 5 3 % 6 % LOW LESS THAN 500 VPD 5 6 % 8 % NOTES ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVD❑T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 5oz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 L9 z� z M nl J co LU w N N V J W Q J W LIJ L9 J J H� � Q 1 O UJJ J LU 0 Z�Cz U Q W w _ �- O Uj 1 z UlV J w Uj Z Uj LI J N I..V U) LIJ J � z %.ice 0 Q 0 O LU N J LU r' LU d U) JOB NO. 182154 SCALE AS SHOWN SHEET NO. 9 GEOTEXTILE ORNNAOE FABRIC (OVERLAP T-O" AT TOP) PAVED SHOULDER PAVEMENT MATERIAL - ' SUBGRAOE _ OUTLET PIPE SEE MOTE I F37 AGGREGATE. 44 AGGREGATE OR CRUSHED - OLASS ME ETP 4 a$ VA'MP('BIE CAADAT(OM PEOMDENT. (EDGE OF PAVED SHOULDER) PAVED SHOULDER SECTION UNDEKWAIN SHALL BE CENTERED UNDER C68(9 AM GUTTER GEOTEXTILE DRAINAGE FABRIC O (OVERLAP 1•D AT TOPI PAVEMENT A uNSI TTAASF.° MJ4 ,,, .' $ - IX1TLEi PIPE SEE NOTE 1 A.57 AGGffGATE, 4R 4" PIPE AGGREGATE CR CRUSHED GLASS MEETING YR GRADATION REGUIREIENT. CURB AND GUTTER SECTION _ 10 - 4 UP TO ELBOW. UP TO ELBOW PIPE IS PERFORATED' C&NNECTION Pf'E IS PERFORATED T PE-LESS AGGREGATE PRIMARY DIRECTIONTRENCH WITH07WATER FLOWORNNAGE FARMNON PERFORAWIONO14 Par LAl1T5 FOR DUTPIPE - �TWITH 45' ELBOW OUTLET PIPE NO SCALE ROAD AMID BRIDG�STANDARDS STANDARD PAVEMENT EDIGEDRAIN �RENCE" SHEET 1 OP R REVISION DATE .9 IOBA6 4'.G!N'h DEehA 1'MENTOF TR!'t$•'ORT �N 701 CD-1 1 Ew-12 CUT - TOP or PUT FAY . IIW I> I GH ____ 'IC,AL) R E 'tAVLMLY" [Rl I- SI.JHNAS4 BEGIN Wi. H a5- FLL UBGRADE [NIGH LINE ELBGW ' SI40I.LDCP LINE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS FDGF OF PAVFLFNT CENTER LINE SECTION TRIVVEL LANES IW I 'Y-L 1 SL-EC+ MATILRIALI - - .`.E TRENCH PLACEMENT EDGE OF PAVEMENT pAY LLI PPE TO SHOULDER LIRE �- BEGN WITH 45' / - PAV€HEAR SURFAtiE S D.aSE _ - TOE OF ILL ELBOW "BASEOF ,/- esa-'es q ❑ �- ❑ q n q n e . s`esV;t � 5[LEC' MATERIAL TYRE I DR II �_ O`+e 1,�• o Y51 ANLGAIL. s3 AUU ELATE OR CRUSHED .-a O.ASS VEErING a8 GRADArAN REQUIREWNTS. a -I GEPTEk TIE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR „�.- PIAIPEWL14T SURFACE i BASE qa Oo ova . "BASE OR CEMENI 3'ABILIZED SUBBASE a0 G-o-q c ,tea .-SELECT MATERIAL TYPEOR B OR SU' BADE 1',�O a•a a. a • c a o a ME.iENT OR LIME'=.I AIBI IfEGd A57 AGGREGATE, I% AGGREGATE OR PI, ;HEJ GEOTE%TEE GLA55 MEETING HB GRAQATI61! REOLXRE4ENT5. DRANAGE GENERAL NOTES FABRIC 1 @' 1. UNLESS SKrFjIG y,LY IMMATTO, COMBINATION JNDFRDR,NA WI.. NOT RE LOCATED AT TK% PRINT WHEN BOT,1 SUBBASE *0 SLBSP.AGE ARE STABILOEO. 2. TREW>1 SHALL BE FILLED WITH AGGREGATE AND THROLGAL• NAND TAMPED 70 INSURE COMPALTME'SS. NON -PERFORATED OUTLET PIPE 3. CUTLER PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT NO 51 ALL BE PLACED ON A. GRADE PARALLEL TD THE 5H9U_DER '.-9FE 2 X NN. 13 X DESIRABLE) GRADE. ♦. ON CLARS AND GUTTER' SECTIONS, WFIERC IT IS BPOS'SSLE TO OTHERWISE PROVIDE. CUTLETS FOR UNDERDRANIS, THEY ARE TO BE LOCATED 30 AS TO GRAN INTO DROP' RCETS OR MANHDLE5. s, ON S t%1 Lr E PLO 51ECpTwNS�TR N IS TO BE UNDER ENTIRE PAVEW-RT AREA 01 6. NVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF 1'"O- ABOVE INVERT ELEVATION OF RECDVING DRAINAGE. DITCH OR STRIICTUPE. B4 WALL THICKNESS (MIN) - WINES 7. ALL CONNECTIONS tELWWS. WYE$, ETC.1 WITHN PAY LMWR FOR OUTLET PIPE ARE TO kM(. Mt TESTED ACCORDING TO ASTM D-7iY2 AT SX OEFLECiNN1. BE DT THE SAME CRUSHING STP64TH AS THE CIVLET PIPE. R. M.T F' 'a T". BE SECURELY CONNECTED TO EW-12CR OTHER DRAIKAa STANDARD COMBINATION UNDERDRAIN SREF_ERD4CE R[�I FiCAJIU PEY 9AP7 (AZT LOWER END OF CUTS) 1DB.p4 VIR.GNIA CEPARTNENT CF TRANS-'0RTA� ICN 7DI CRUS+IIN YPE OF PPE G STRENGTH .T 4' NOA). Cz.NAE%ER W.T. 6" MOM, DIAA4 TER OTH WALL PVC 66TH .14: 0.153 WALL PE iG P51 Yt 1(Mf 7U PSI l{}(YE CD- 2 dfA LIMITS OF PAY FOR -�U OUTLET PIPE PA SUBBNASE TOP OF CUT OF FlLL SUBGflADE EW-12 FILL -COMBINATIO�UN.OE.RDR^N �' DITC (TYPICAUPISHOULDER LINE- LINE I I LOGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FALLS 90• TRAVEL LANES CENTER LINE SECTION j r (WITH TYPE 15ELECT MATERIAL) I'U EDGE OF PAVEMENT SHOULDER LINE TRENCH PLACEMENT - ,1 YPICALI>r ,I TOE OF FILL �PAVENENT SURFACE 4 BASE LIMITS OF PAY FOR SUBBASE OUTLET PIPE -C-O-o-o-o-D-o-o-o-COC000.K-SELECT MATERIAL TYPEIOr(1[ PLAN VIEW SHOWING PLACEMENT OF M57 AGGREGATE, MB AGGREGATE OR CRUSHED CD-2 UNDERDRAIN GLASS MEETING NB GRADATION REQUIREMENTS. (IEOTEXTILE -T_0• DRAINAGE NON -PERFORATED OUTLET PIPE FABRIC OR 4-PAVEMENT SURFACE & EASE J o -SUBBASE OR CEMENT STNBILIZEO SUBBASE -SELECT MATERIAL TYPEII OR SUBGRN]E o (CEMENT OR LIME STABILIZED) N WILL THICKNESS (MIN) -INCHES #57 AGGREGATE, a6 AGGREGATE OR CRUSHED AENif TESTED ACCORDING TO ASTM D-2412 AT SX DEFLECTK)N, GEOTE%TILE I I GLASS MEETING NB GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES FABRIC 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THRDUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHILL BEGIN AT THE EOCE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 %MIN. (ZX DESIRABLE) GRADE. �, BRIDGE CD-2 SUBBASE J. ON CURB AND GUTTER SECTIONS, WHERE IT 5 IMPOSSIBLE TO OTHERWISE PROVIDE CD-2-� OUTLETS FOR UNDERORNNS, THEY ARE TO BE LOCATED SO AS TO OfiNN INTO DROP INLETS OR MANHOLES. cREcaTE BASE MATERIAL TYPF T 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO l# UNDER ENTIRE PAVEMENT AREA SIZE NO. 216 (6" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT a. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WfTHM PAY LMTS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SANE CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE (AT GRADE SAGS AND BRIDGE APPROACHES) 232 501 VRONA DEPARTMENT OF 701 10B.06 I I I'I � I�f�JJ i.�l � I �IT(y'•�...Tl i- CRIMP AND ROLL END OF COPPER PIPING i 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL T SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-bB OF PIPE �TVP.'E CRUSHING STRENGTH .T 4" MOM. DIANIET fl " MOM. OIAMET WLPVC.103 0.153 WALL PE 70 PSI IEIIfIf 70 PSI iEiEif Asphalt Pavement Restoration Detail for Open Cut Utility Installations greater Horizontal GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 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 #S8 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL - INITIAL BACKFILL 4'1MI e" B.. MIN MIN. #iTB STONE RANULAR FILL AS = ' � *'-•� APPROVED BY ACSA�, CK' � STABLE SOIL OR ROCKS NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.110 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 FIG. W-2 TD-2 Mill & resurtace"" Saw -cut existing pavement to the full depth of asphalt � AsConcrete Surface Material" MillB resurtace""` 12"min. 7.5" total asphalt COnCrete pavement depth or equalto the depth of existing 6'min. Asphalt Concrete Base, Type BM 25,OA asphalt concrete, whichever is greater 1.5' min. a Sub -base course depth 10'ruin. Ede shallt)e10`OregualtD 5(z � depth of existing sub -base, whichever is NOTES: SY, or as determinedtrythe district administrator's designee ' Asphalt Concrete Surtaee **'� 12inches minimum treyondtheedge ofthetrench .x on longitudinal open cuts; ❑r25 feet rninimumbeyond the trench centerline on perpendicular open cuts; or as determined trythe district administrator's designee. Date: August 27, 2014 Not to Srale Material 45' Lmtl5. 12T (J 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED, , 4r5' mrn M BEDDING AS REQUIRED z ► b x PLUG MIN \_ 4 MiN T T r SECTION 1-1 SECTION 2-2 1. THRUST BLOCKS ARE REQUIRED WHENEVER 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 THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEE CU.YD. BEND L H T L H 7 90 2.50 2.50 3.01 0.24 4" & 6" 45 2,00 2.25 2.60 0.15 200 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 221/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 291 2.66 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 3.63 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 L83 2.33 2.84 0.18 Iu-s 44 LOCK (4) 1" (25mm) DIA HALES -< BOLT2C 3/�(834mm) DIA 2" (51mm) LETTERS �C T Q (RECESSED FLUSH) �J 1" j25m m] D r � q,py P?CKHOOtES SPIN 1 1/2" D [- [38mm] O O O 1 L 1 � �% (2) CORED � PICKBARS -n 1 1/8" (29mm) DW BOSS D 27 1/2" DIA 1 1/2" [699mm] [38mm] m 26 1/4" DIA 7" [667mm] ' [178mm] 1 1/2" 26" DIA [660mm] [38mm] �(6mm) DIA � 3 1/5" 24" DIA NEOPRENE GASKET [79mm] F� O[606mm] C 26 7/16" DIA � 5/8" T�T�'I [722mm] [16mm] 23" DIA 1 1 1 [584mm] T 36" DIA 25" DIA �U,J [914mm] [635mm] FRAME SECTION O.D. of GASKET GROOVE SECTION 27 1 2 DU sDLr P�e'.e-( ) [599mm] 381rIm O 26 1/4" DIA 7" �� j667rnm) �'� [176mm] 1- [606mm] 'I �28 7/18" DIA S%d" [722mmJ [t6mm] 36" DIA `l 26• O O [914mm1 I� [666mm T 1J2" FRAME SECTION j2Dmm] z• {Slmm) LET1rns D1ECL56ED FLUSH) [im) [79m � m 22 73/1s'13mm]-i 31316' 2 3 8' 579mm / [ ] 87mm [ ] 4�1,Jifi' t 3/8" [635mm] [17mm] [36mm] 9/76" O.D. OF GKi GROOVE t4mm VIEW � �,r [ ] SECTION 1/4" (6mm) DIA 'sriE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSNR 1/15 x E/B % 1 1/2 1BDD" Ru1MBER PARr� 4D9B11M3 S� W � ol)c � [5mm�4DD [4t5mm (�T�pBg,�a 71z3 7/a ss [fimm, 1/2" .153 DIA, STNNIEss STEEL ROD (2i WSNR 5/5 ID 156 OD � P',.AN VIEW t 1%B" (29mm) DIA BOSS [13mm PARr� 00931316 PICKEAR & LOCKLUG HOLE DETAIL NOTES: 2} NUT FIX 3/6-11 2N NYLH PARFII Q0961284 1. ALL MANHOLES M9'M!N 140 YEAR FLOOOPLARJ OR LOCATED U1 AREAS SUBEOT TO FLOODING SHALL HAVE WATERTIGHT FRAME 6 COVER, (2) NUT H% JAM 5/a- 11 ZN 2 ALTERNATIVE DESIGN FOR WATERTGHT COVERS WILL BE CONSIDERED. PARFQ 00961226 3, COVERS ShEAi). BE Flx® TO FRAMES N1TIi LOCKING LUGS 4R SR4IUAR ASSEMBLY. TYPICAL WATERTIGHT {��n5� o �Sgs MANHOLE FRAME &COVER LACK LUG ASSEMBLY N.T.5 FIG S-I-E TD-32 ASTM R36 AND HE( NUT ASTM A586 ('1YP) UNDISTUROED EARTH UNbISTURBED 2 - 3/4" DIA � SOIL (TYP) ALL -THREAD ROD ANT MUST BE H CHARLOTTES- ' S WHICH IS WATER MAIN TANDARD, �s 1 ® "` w a RANCH VARIES VALVE 6' MIN '27D�VALVE LV EARTH PION7 CU, FT.#68 f30XUNDISTVR9E0 STONE `CLASS A-3 CONCRETE MIN 6" E� TA ION. UNDISTURBED FO NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN 'ZING CMTS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UN015NRBE0 SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SMALL INCREASE ACCORDINGLY. GROSS ANCHOR --RESTRAINTS E VALVES MI5 Fig. W-3C ro-6 42"MIN 6" GATE g„ X B,. TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O�HEN RESTRAINED JOINT FITTfNGS A HYDRANT IS LOCATED IN A FELL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER 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 EI.EVATtON, 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 SEWER SERVICE LATERAL CONNECTION NOTES: 3. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL 15 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 REMAINING BACKFILL SHALL TO THE MANHOLE. NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5' IN ANY 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DIMENSION BE CONNECTED USING A PIPE SADDLE. 24"MI 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q �1 B"MIN INTIAL BACKFILL* (1/4" PER FOOT) EMBEDMENT (6" LIFTS) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN 4 THOROUGHLY COMPACTED BY HAND OR APPROVED DIAMETER OF 4", SPRING LINE � OF PIPE MECHANICAL TAMPER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER HAUNCHING N0. 68 STONE ,[REQUIRED F 3 FEET. - BEDDING 6" max SALT 4" min PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE -� T I' ADJUSTABLE TRAFFIC RATED I � VALVE BOX W/ LID kl Z LI `v � N v WATER LINE SCOTT R, COLLINS'� � No. 35'791 ,� ZONAL E� TREATED IN 2500 P.S.I. '- LI CONCRETE •• � n 2'x 2' BEARING AREA. THRUST BLOCK •,d C d Z Z 0 J Q F e � r 6 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE_ 0 Iti U m C ` TYPICAL GATE VALVE W V7 a C z NTS � O_ F-- G FIG. W-5 � z C � TD--9 � � .�. U 2,-0" 6" PIPE g" O.Q. s" PIPE D.D. 12' CONCRETE ENCASEMENT vnnT rl ecS 1 VDOT NO 1 STONE BEDDING SECTION A -A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE � /� 1 EXCEPT WHERE SLtlPE OF f-J MAX BANK EXCEEDS 1 TO 3 A STONE IN UNDISTURBED MATERIAL � A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE: REI.DW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21cEWER D TAPPED WITH 18" OF 'JL)DT CLASS 1 RIPRAP. TYPICAL STREAM CROSSING N.T.S. N.T.S FIG. S-2 FIG, 5-7 TD-34 - Ta-33 TD-38 ACSA GENERAL WATER &SEWER CONDITIONS (JUNE 27, 2019) 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 NO -LEAD 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. CO IN LJNE WYE-TEE PLAN TYPICAL SEWER PIPE VARIES INSTALLATION IN TRENCH SEWER SERVICE LATERAL CONNECTION NTS FIG S-3 O W � 2 JOB NO. 182154 SCALE N/A SHEET NO. 10 PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS: REQUIRED LANDSCAPING 1/io SPACES = 26 SPACES @a 1 TREE / 10 SPACES = 3 TREES REQUIRED TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 8 TREES PROVIDED PARKING AND CIRCULATION AREA=12,iso SF REQUIRED LANDSCAPING (5% OF PARKING AND CIRCULATION AREA) = 6o6 SF PROVIDED LANDSCAPING = 2,755 SF IIII IIIIIII I I I\ I I I IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EXISTING RAILROAD - NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACR, OR 1 LB PER 1,000 SF. 'ASL' TREE - - - - - - - - - - - - - - - - - - w - w J 'NS' TREE - - - - ( - _ - - W v TYP) 1 - - 'BNH' TREE 'AROG' TREE (TYP) - w (TYP) (TYP) (TYP) - J - 'QP' TREE J (TYP) x — 736 _-i 7 - X W W TAR'TREE W \ W OPEN SPACE _ (TYP) QP TREE i - i - & 732 (TYP) x x PROPOSED RECREATION i \_ AND TOT LOT AREA — = - - 'PAB' TREE (TYP) 'OS'TREE a° (TYP) - J PHASE I �eo� s -1 -j ° ° ° 'CC' TREE i \� \-� .LOT �\ '(TYP) \ _ LOT 1 � 'LSR' TREE V LOT 2 � � � � LOT 3 (TYP) � ��� \ LIZ -W— J x \X ,x i i 'MGD' TREE (TYP) TREE 3 (TYP) ` �� f � s �s � sG ° ° _ - ?) 'p � \ LOT j QP TREE (TYP) - 'QB' TREE ' / \ ���\ ��� V PROPOSED TOT LOT AREA (z,500 SF MIN) \ - ��� / LOT - - - �� I i\ AMP 6 FMA SHRUB/ \ - \� i � 6 \ (TYP) �� \ �� �ol X 'QS' TREE �� '� � CJR TREE IGS' SHRUB> 'TAR' TREE (TYP) �� �� V LOTS ��, x� (TYP) (TYP) (TYP) �� ��� i i_ A $ / , 'CO' TREE Q) '� (TYP) Y A _ PROPOSED 80'xi30' T RECREATION FIELD i 'TH of \SCOTT R, COLLINS'� No. 35791 � I0NAL E� `u Z z J F u a C O H U w m C 0 can J L �z o Q cn z Woc w ce u - - I a LOT�zz 11� x LD � r o �l LOT \ \ �\ \ /� \ SILVEA; IL w Y - w / 1 J J � �, \ � l � � � \ ��\ "\� � � TMP 056A1-01 0-03 � 11 ; Z_ - u .. - l Ln LOT / DB 4436, PG 302 M X e z I z - - l t \ 12 - � Q U H ° _ 6,i5o sf OF PRESERVED-,- - - > E , i CV �, i ♦ \, LOT ( �'CO' THE f- Q W 'UAP' TREE_ ` - TREE CANOPY % - /° \\ 13 C!1 (TYP) "il x �l ®� \ 'P B' TREE / �, \ A � (TYP) A (TYP)Lu � — \, — - — M CJR' TREE O M t o M 'ASL' TREE X TYP) (TYP) / \ \\ x ( T CV ° a M/ w LOT \ x / BNH TREE 33 -13 - uj- - z T , LO(T z J Z � LSR TREE � �, Pg �j � �\ (TYP) x 34 U) J MCCOMB STREET ROAD CONSTRUCTION11Af / LL.I PROPOSED UNDER PLEASANT GREEN \ LOT \\ �- PHASE I ROAD & UTILITY PLANS SUB-2019-00071 35 �' - -� - M ° �\�_ A i \ PHASE IIL9 - \ 'ASL' TREE --0 e V A A �`y� \� M \ �'�� L u PRIVATE ALLEY ROAD CONSTRUCTION (TYP) i \ \ LOT \ \ \T PROPOSED UNDER PLEASANT GREEN \ x 1 Q PHASE I ROAD & UTILITY PLANS SUB-2019-00071 \ \� 1 - °° e! J _ x \ \ a - ° - TREE LOT\ 1 V \ p \ U ° y (TYP) 37 ° \ \ - - - CAI I x i� — _ 'LSR' TREE �_ � , ° ALLEY _----------- PRIVATEI LOT ° - a (TYP 27' AER \ 4 �� ��1 - w PRIV (w \ ul MCCOMB STREET ROAD CONSTRUCTION - QPTREE ' ° 1 1 1 x ` I LOT I LOT 1\ PROPOSED UNDER PLEASANT GREEN \ (TYP) w 38�� PHASE I ROAD & UTILITY PLANS SUB-2019-00071 / W �� -- r n Y / �,— — MAT LINE LOT LOT I { I 1 \ \ FMA' SHRU 'UAP'TREE (TYP) �� CC TREE �� i 1 LOT (TYP), 16 _ 39 / ?5 _ I1 I � -- 'PAB' TREE w z (TYP) PHASE II --� � � � � I i I LOT � F I LOT I � 1 1 x LOT // �,� �7 I - 40 DUPREE STREET ROAD CONSTRUCTION 26 EN SPACE / \ - - PROPOSED UNDER PLEASANT GREEN �j �, / - UAP TREE PHASE IROAD &UTILITY PLANS SUB-2019-00071 / �� �� _ (TYP) LOT p uj /� LOT I y �� 41 1 �7 (TYP) 'AROG' TREE / - / 'CJR' TREE L..L 'ASL' TREE - -- -- / LOT �\ - I / (TYP) (TYP) ��; x / TAR' TREES LOT LOT 18 \ A� 28 / % I 4 // / Is F- �/� LOT \ / �— 19 / - / /-� OPEN SPACE C,�V� \ �L� LOT \ 'BNH'TREE / �2OOT Q / (TYP) 29 / / ALSTON STREET ROAD CONSTRUCTION O ' % /LOT LOT \ �\ � � ��. .PROPOSED UNDER PLEASANT GREEN �� / PHASE I ROAD & UTILITY PLANS SUB-2019-00071 o/ \ '� \ \ \ LOT ,w w w—_ Z c V QLw'UAP' TREE tJ U1 (TYP) Lu -' w a Ln JOB NO. 182154 SCALE ill _301 SHEET NO. 11 PHASE 11 y � X PRIVATE ALLEY ROAD CONSTRUCTION ASL TREE - k5o \ \ \ (TYP) � i � ° LOT �\ I PROPOSED UNDER PLEASANT GREEN " \ PHASE I ROAD & UTILITY PLANS SUB-2019-00071 - � So X r V a I J l \ LOT TYP +00 \ ( ) �� 37 ° \ \ i / P I�,�E ALLE LOT _ -, ° � APR ------;; 2 ' A E R/W , - \ II 14 1 I LOT 1' LOT I \` 8 II� _ I 3 1 ' 'UAP' TREE MATC LINE r ° I ( � � \ \ _ h I (TYP) � � I �� 'CC' TREE I, LOT S—HIE o i; LOT LOT (TYP), 16 — 39 I \ 0 SCOTT R, COLLINS' No. 35791 ,�Ll ZONAL E� 'PAB' TREE . � 2 / I � I (TYP) / A \ / / I 1 _T` County of Albemarle Conservation Plan Checklist— To be laced on Landscape Plans I I LOT p p < ,, LOT O I PHASE I I LOT ' I I 1I \ 40 I I 1 \ (Handbook, pp III-284-111-297 for complete specifications) F X �� \\ / 26 / EN SPACE I I I I� ?— — — _ _ _ 1 1. The following items shall be shown on the plan: C l DUPREE STREET ROAD CONSTRUCTION ,�� U / I 9 Trees tobesaved; Li — PROPOSED UNDER PLEASANT GREEN � �� \ I �� 'UAP � THE E � 1 I ®Limits of clearing(outsidadriplineoftraestobesavad); � PHASE I ROAD & UTILITY PLANS SUB-2019-00071 ' - - I _ `(TYP) LOT I I I I ZI Location and type ofprotecfivefencing; z _j E 41 I 1 ® Grade changes requiring tree wells or walls; Z 11 v LOT 1 I - A 0 Proposed trenchingor tunnel' beyond the limits of clearing. L�� v 'CJR' TREE � '-" 'ASL' TREE �Q (TYP) I / ti \ (TYP) 2. Markings: � U m C \ ' ® All trees to be saved shall be marked with print or ribbon at a height clean visible to equipment o operators. (n M (TYP) f// o� � TAR TREE\ v / p g yt w vl (TYP) 1� V \ LOT ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 0 i / J / / �� \ Q L LOT / / 42 / - 3. Pre -Construction Conference: z i--i ., / \i �c J / / ' / Tree preservation and protection measures shall be reviewed with the contractor on site. Z 2s � � 1■■1 LOT - - — /. / V / 4. Equipment Operation and Storage: > iLU L 19 / /J OPEN SPACE Ll Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees LU CC U LEI to be saved F L 5. Soil Erosion and Stormwaher Detention Devices: \ / /\ / / ® Such devices shall not adversely affect trees to be saved. �� \ SLOT �� 'BNH'TREE L ©T y / / ( < / (TYP) \ v 6. Fires: C " / 2 9 / / �� X � \ Z1 Fires are not permitted within 100 feet of the dripline of trees to be saved. C1 ALSTON STREET ROAD CONSTRUCTION Li 7. Toxic Materials: L �/LOT / / V ` / LOT \ / ti PROPOSED UNDER PLEASANT GREEN El Toxic materials shall not bestored within 100feet ofthe driplineoftreestobesaved- ��, v i � 21 A PHASE I ROAD & UTILITY PLANS SUB-2019-00071 30 S. Protective Fencing: LOT \ �� ElTrees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. C \ "� LOT � \ � \ 43 \I U Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. \ LOT / \ / \ � V � � .� � a � / � 9. Tree Wells: _ / 31 2 2 i \ � � \ � � ® When the ground level must be raised within the dripline of atee to be saved, a trey well shall be provided and a construction detail \ \ � � � X � � A � / � � / submitted for approval. V \ V A lire / 10. Tree Walls: LOT / / / 2 LOT 3 \ 1 I \ / j LOT El When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail 32 / A � �4 submitted for � � \ / � � `1 X �/ , A 44 � / / PProval � -i 11. Trenching and Tunneling: �O AAB' T R E E ZI When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling LU LU ­1� (TYP) It-. 0 o M G D TREE \ / / / �1 ; \ / / under a lazge tree shallbe considered as an alternative when rt is anticipated that necessary trenching will destroy feeder roots. Q Q1 - \ ��� (TYP) ��, j \ / 12. Cleanup: 9 x � 'ASL'TREE LOT /�/ ElProte vefencing shall bethe last items removed during the final cleanup. (TYP) 13. Dama Trees: \ \ 45 ® D aged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. \\.^ e ° °p , NOTE: IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION �.. `°v`' S / REQUIREMENTS. �; 1' � � A L9 LOT 4/24/19 O Y� 46 / \ \V � ' � � � � � � OWNF9 SIGNATURE (DATE) r Oo d ° p w_ �® , ✓�� �� CONTRACT PURCHASER SIGNATURE (DATE) 0 ® � LOT o � p 47 00 o , ° LOT �� �� 48 O O �''� LOT 0o PHASE II \\\\\ 49 'UAP' TREE �\ �i LOT Oo (TYP) y��y<yy - so O° OO !-'OP'TREE� A - /I �yi��y V OPEN SPACE OO O O (TYP) 0 '�7�� / EXISTING STREAM \ O o n 00 EXISTING FEMA %��� i��y�✓ y� ioo YR FLOODPLAIN O\ \ o ® O EXISTINGioo' ISTREAM BUFFER \ \ \ o Ln \ o tri C CONNECTOR ROADCONSTRUCTION n ' � O OO �I \ 1 PROPOSED UNDER PLEASANT GREEN \ �� � � O � o CONNECTOR ROAD PLANS SUB-2019-00058 P r \ \a( Zl I \� 00 Oo O O 0 0 ° 0 NOTE: SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP OO I Oo SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACR, OR 1 LB PER 1,000 SF. O ------ \ GRAPHIC SCALE - v O ° 30 0 15 30 60 120 O o I 00 I ( IN FEET ) o 1 inch 30 ft. ���®( O � Z� M z 5f1J06 Page 1 of 1 CV Q J M CL Nt' w O PHASE I PLANT LIST SYM COMMON NAME BOTANICAL NAME I SIZE I CANOPY QUANTITY I TOTAL CANOPY TREES AROG OCTO�BER GLORY' RED MAPLE ACER RUBRUM'OCTOBER GLORY' 10-12' HT 397 8 3176 ASL LEGA Y' SUGAR MAPLE ACER SACCHARUM'LEGACY' 10-12' HT 195 35 6825 BNH HERITAGE' RIVER BIRCH BETULA NIGRA'HERITAGE' 10-12' HT 397 8 3176 CO HACK,BERRY CELTIS OCCIDENTALIS 10-12' HT 124 6 744 LSR ROTU'NDILOBA' AMERICAN SWEETGUM LIQUIDAMBAR STYRACIFLUA 10-12' HT 206 23 4738 NS BLACK GUM NYSSA SYLVATICA 10-12' HT 123 5 615 PAB BLOODGOOD'LONDONPLANETREE PLANTANUS X ACERIFOLIA 10-12'HT 370 9 3330 TAR REDMOND' AMERICAN LINDEN TILIA AMERICANA'REDMOND' 10-12' HT 191 5 955 UAP PRINCETON' ELM ULMUS AMERICANA'PRINCETON' 10-12' HT 397 23 9131 QB SWAMP WHITE OAK QUERCUS BICOLOR 10-12' HT 299 4 1196 QP WILLOW OAK QUERCUS PHELLOS 10-12' HT 370 24 8880 QS SHUMIARD OAK IQUERCUS SHUMARDII 10-12' HT 329 10 3290 FLOWERING TREES AAB AUTUMN BRILLIANCE' SERVICEBERRY AMELANCHIER X GRANDIFLORA 6-7' HT 130 3 390 CC EAST RN REDBUD CERCIS CANADENSIS 6-7HT 124 3 372 CFAS APPALACHIAN SPRING' DOGWOOD CORNUS FLORIDA 6-7' HT 124 1 124 MGD DD BLANCHAR' SOUTHERN MAGNOLIA MAGNOLIA GRAN DI FLORA 5' HT 54 5 270 EVERGREEN TREES CJR RADI(ANS'JAPANCESECEDAR CRYPTOMERIAJAPONICA'RADICANS' S'HT 123 16 1968 SHRUBS FMA MOUNT AIRY' FOTHERGILLA FOTHERGILLA GARDEN II'MOUNT AIRY' 15-18" HT IGS SHAMROCK INKBERRY ILEX GLABRA SHAMROCK 15-18 HT TOTAL CANOPY: 49180 W d) N W V J Q J Z J z —' Z > LL. 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