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HomeMy WebLinkAboutSUB202000133 Plan - Submittal (First) 2020-07-13LOCHLYN HILL - PHASE IV FINAL ROAD PLAN OWNERS.- 061AO-00-00-00300 061AO-00-00-003AO & 061AO-00-00-003BO 300 SECOND STREET, NE PO BOX 1486 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 061AO-00-00-00600, 061AO-00-00-00700, 061AO-00-00-00800, 61AO-00-00-00900, 061AO-00-00-01000, 061AO-00-00-01100, 061AO-00-00-01200, & 061AO-00-00-001300 MEADOWCREEK TOO LLC 230 CHESTNUT OAK LANE CHARLOTTESVILLE, VA 22903 DEVELOPER: MILESTONE PARTNERS 300 2ND STREET, NE CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO. & AREAS: TMP 61A-6: 0.2009 ACRES TMP 61A-10: 0.2420 ACRES TMP 61A-3B: 0.8590 ACRES TMP 61A-7.• 0.2009 ACRES TMP 61A-11: 0.2583 ACRES TMP 61A-3A: 1.1500 ACRES TMP 61A-8: 0.2009 ACRES TMP 61A-12: 0.2009 ACRES TMP 61A-3: 0.7800 ACRES TMP 61A-9: 0.2009 ACRES TMP 61A-13- 0.2062 ACRES TOTAL ACREAGE: 4.500 ACRES ZONING: R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT (STEEP SLOPE 0 VERLA Y) PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS. (14) SINGLE FA MIL Y DETACHED UNI IS, (8) SINGLE FA MIL Y A TTACHED TH UNI TS, AND (1) DUPLEX(2 UNI TS). NOTE: THE EXISTING USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED AN EXISTING SINGLE FAMILY HOUSE. DENSITY- ALLOWABLE BY -RIGHT DENSITY: 4 DU/AC PROPOSED DENSITY- 4.50 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED BONUS DENSITY- AFFORDABLE HOUSING (UP TO 307. INCREASE) (2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT 18 UNITS BY -RIGHT + (2) AFFORDABLE UNITS + (2) ADDITIONAL MARKET RATE UNITS = 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.50 ACRES = 4.89 DUA NOTE: TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227. DENSITY INCREASE OPEN SPACE: TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.137 ACRES (25.57) 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 HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT OPEN SPACE A = 0.929 AC OPEN SPACE B = 0.085 AC OPEN SPACE C = 0.060 AC OPEN SPA CE D = 0.063 A C TOTAL OPEN SPACE = 1.137 AC PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. DEVELOPMENT OF THESE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE FOR MANAGED AND PRESERVED SLOPES. BUILDING HEIGHTS: MAXIMUM ALLOWABLE BUILDING HEIGHT IS 35' FOR R-4 ZONING. BUILDINGS WILL NOT EXCEED 30 FEET. SETBACKS: FRONT. 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE.- NONE - MIN. 10' BUILDING SEPARATION REAR: 20' MINIMUM COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD SETBACK, PROVIDED THAT THE NO SUCH FEATURE IS LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. SUBDIVISION STREETS CURB & GUTTER WA TERSHED: MEADOW CREEK WATERSHED. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, NOVEMBER 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY KIRK HUGHES & ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JANUARY 2020. DATUM: NAD 83 EXISTING VEGETA TION: THE PROPERTIES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXISTING LOTS. THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXISTING PEN PARK LANE. LIGHTING: NO LIGHTING IS PROPOSED PARKING: (14) SFD & (8) SFA ATTACHED UNITS = 44 OFF-STREET PARKING SPACES REQUIRED MINIMUM (2) OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES TOTAL PARKING PROVIDED: 44 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS FOR THE (8) SFA UNITS = 2 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 41 SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SI TES: PARCELS 1-22 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SI TES: NO KNOWN BURIAL SITES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF OF THE PROJECT. STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN IS PROVIDED WITH THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: A PARK IS BEING CONSTRUCTED WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN SPACE FROM THE PHASE I DEVELOPMENT. THE PARK AREA MEETS THE RECREATIONAL REQUIREMENTS AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS BEING PROVIDED: TOTAL AMOUNT OF RECREATIONAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF TOTAL AMOUNT OF RECREATIONAL AREA PROVIDED: 40,510 SF OPEN SPACE: OPEN SPACE AREA (AREAS B, C, & D): 9,060 (0.208 AC) - 18.39 RECREATION AREA OPEN SPACE: 40,467 SF (0.929 AC) - 81.79 TOTAL OPEN SPACE: 49,527 SF (1.137 AC) ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE FINAL SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA. NOTE: Oq OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR PRESER VED SL OPES, OR S TORM WA TER MA NA GEMEN T AREA. 285 SF OF THE TO TA 49, 832 SF OF OPEN SPACE IS LOCATED WITH MANAGED SLOPES. 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. PEN P4W LANE W -- RIF 1481 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA NORTH �z o� "VILLAGE o �� SQUARE' \, TOAj OPEN PARK ic,, RD \^768 Q to �°F yN COUNTY CITY NICHOLSON ST: VICINITY MAP SCALE 1" 2000' SITE "PEN PARK" zCOTT R. COLLINS' No. 35791 0�sI\AL E��L z 0 0 l U co Z LU `° w � O 0 Q \ .f i w z \ \ \k W � � k k ce � lk �\ k /k 2 1 DENSE IR E5 s Rwa DECK 1 1 RN l4] \\ 1 1 LOT22 / Lor21 \ \\ 8 E 99.17 V ... + . . � . �. \ m " W ��� / Lor20 ssr LOT 19 / / '�•f � ZSS• rj N 1g39'2 T.. \ . . w . . W � \ \ • .. . /LOT 17 1 LOT-16 LOT15 _- - LOTI ! /� LOT14 \ LOT 2 \ LOT 13 / LOTS � \ / -- Lora �\ \ LOT12 / 1 1 LOTS . .. a W ... LOT 6 \� ' � Q6• /. `. . . . . . . . . . . .. .. . W LOT11 . . . . . . . . . . . . . . . \ % L - 9nSv� � 1 . . . W . W . � . + . . . � . y . . . � . W � W � . + . . . . .. . . . . . +... . . . . . . . . . . . ` . . . . . . . `... \ \ con LOT10 LOCHLYNHILL PARK - CURRENTLY . y . W . . . W . . y . W . W . . W . ... + ..... y W . . \ - - T UNDER CONSTRUCTION . .. . ... .... ... .. .`... ` `. W W . .. = I' . I .. .. . . . . W. . . .. W.. W. .. . _ � . . LOTS . . . .W.W. . . . . . .�. W I LOTS I I - -- - .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 86'43'33" W 823 5b W 38228' a rs COMMONAREA Oil410 OPEN SPACE 2 390 ILL PHP511� LOCHLYN 0. 2016-38 I 12y 124 23 122 1 121 1 120 II 2-7 1216 SHEET LAYOUT SCALE: 1" = 60' NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED SANITARY AND WATER EASEMENTS SHALL BE DEDICATED TO ACSA FOR 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) THIS PROPERTY IS LOCATED WITHIN A FEDERAL DAM INUNDATION ZONE, AS SHOWN ON SHEET 3. r- So pw� W=XU4' III 4 �- N 86'59"V3" E R09' GRAPHIC SCALE 60 0 30 60 120 ( TN FEET ) I it h _- 60 ft. DEVELOPMENT AREAS: LOT AREA = 2.533 AC (56.3%) OPEN SPACE = 1.137 AC (25.5%) RIGHT-OF-WAY = 0.83 AC (18.7%) IMPERVIOUS AREAS: BUILDINGS = 40,800 SF (0.94 AC) DRIVEWAYS = 11,000 SF (0.25 AC) SIDEWALKS = 7,250 SF (0.17 AC) ROADS = 44,300 SF (1.02 AC) PAVED PARKING AND CIRCULATION AREA = N/A Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING PLAT 3 EXISTING CONDITIONS 4 SITE PLAN 5 UTILITY PLAN 6 GRADING & DRAINAGE PLAN 7 TYPICAL SECTIONS, NOTES, & DETAILS 8 NOTES & DETAILS 9 DRAINAGE MAP 10 ROAD & UTILITY PROFILES 11 ROAD & UTILITY PROFILES 12 DRAINAGE PROFILES 13 DRAINAGE PROFILES 14 DRAINAGE CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 16 TOTAL NUMBER OF SHEETS LEGEND AI.PKA EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6 . DEPTH OF EC- 3A DITCH EC-2 DITCH 6 " DEPTH OF EC-2 DITCH ... . "", _ EARTH DITCH DRIVEWAY CUL VER T - BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN ' EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 240 kPPROVAL: kGENT FOR THE BOARD OF SUPERVISORS DATE: 0 N M M LD M CM za) N Nt z 1 J O w N 0 N Q W < 0�/ LL W J J Q J z w > � W W L9>) O W LL W z Q Q = = U U wU � 1 II� � UlW z J_ z() � W U - O NW LV J J VJ��~^^ Jw W ry Q 0 O O N U LU w w a U) JOB NO. 112062 SCALE AS NOTED SHEET NO. 1 o d 0 0 0 0 L u o cn o 0 CO LOT IDENTIFIER &TITLE SOURCE: e sQLUARE° Q TMP 061A0-00-00-00300 TMP 061A0-00-00-00500 TMP 061A0-00-00-00900 TMP 061A0-00-00-01300 ro�� PARK\�\ LOCHLYN HILL DEVELOPMENT GROUP, LLC DAMES A. & BARBARA E. NUNNALLY MEADOWCREEK T00, LLC MEADOWCREEK T00, LLC F � �V RD _ � 7s8 145 \A LOT 1 RESIDUE O D.B. 440, PG. 532 \ D.B. 3487, PG. 145 O D.B. 3487, PG. NORTH D.B. 4839, PG. 390 LOT 2 LOT 6 LOT 10 D.B. 4839, PG. 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) ���,'� "PEN �c� PARK' TMP 061A0-00-00-003A0 TMP 061A0-00-00-00600 TMP 061A0-00-00-01000 JAMES A. & BARBARA B. NUNNALLY MEADOWCREEK T00, LLC MEADOWCREEK T00, LLC © D.B. 659, PG. 390 OF D.B. 3487, PG. 145 \ D.B. 3487, PG. 145 LOT 2 REVISED LOT 3 LOT 7 �y \, I CrrY D.B. 4839, PG. 390, 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) NICHOLSON ST. ' SITE TMP 061A0-00-00-003B0 TMP 061A0-00-00-00700 TMP 061A0-00-00-01100 Ct� VICINITY MAP DAMES A. & BARBARA B. NUNNALLY MEADOWCREEK T00, LLC MEADOWCREEK T00, LLC \ D.B. 659, PG. 390 ©D.B. 3487, PG. 145 OK D.B. 3487, PG. 145 SCALE 1" = 2000' LOT 3 REVISED LOT 4 LOT 8 D.B. 4839, PG. 390, 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) BOUNDARY SURVEY TMP 061A0-00-00-00400 TMP 061A0-00-00-00800 TMP 061A0-00-00-01200 5.067 ACRES JAMES A. & BARBARA E. NUNNALLY MEADOWCREEK T00, LLC GLENDA WINGFIELD OD D.B. 440, PG. 532 HO D.B. 3487, PG. 145 ©D.B. 915, PG. 641 LOT 1 REVISED LOT 5 LOT 9 BEING THE LANDS OF D.B. 4839, PG. 390, 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) GLENDA WINGFIELD AND JAMES A. AND BAR B RA B. NUNNALLY AND NOTES: LOCHLYN HILL DEVELOPMENT GROUP, LLC 1.) PREPARED FOR: LOCHLYN HILL DEVELOPMENT GROUP, LLC AND 2.) THIS PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE MEADOWCREEK T00, LLC, "MINIMUM STANDARDS AND PROCEDURES FOR LAND BOUNDARY SURVEYING PRACTICE" ADOPTED BY THE STATE OF VIRGINIA. AS SHOWN HEREON 3.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. RIO MAGISTERIAL DISTRICT 4.) THIS SURVEY IS BASED ON A CURRENT FIELD BOUNDARY SURVEY PREPARED BY THIS FIRM AND NO BURPAL GROUNDS WERE FOUND. ALBEMARLE COUNTY, VIRGINIA 5.) THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE "X", NOT A FEMA DEFINED 100 MAY 31, 2016 YEAR FLOOD PLAIN. 60' 0 60' 120' 180 FEET 6.) THE PROPERTY SHOWN HEREON LIES WITHIN THE MEADOW CREEK WATERSHED AND DOES NOT TH OF y LIE WITHIN A WATER SUPPLY WATERSHED. SCALE: 1" = 60' 7.) THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AGRICULTURAL AND FORESTAL DISTRICT. KIRK HUGHES &ASSOCIATES UG.v. "XIlzK" HUGxES 8.) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS AND/OR EASEMENTS OF RECORD. LAND SURVEYORS AND PLANNERS MC. N0. 1458 9.) LOT 1 RESIDUE, LOT 2 REVISED, AND LOT 3 REVISED ACCESS PEN PARK LANE THROUGH 220 EAST HIGH STREET S 3li$ ACCESS EASEMENTS RECORDED IN DEED BOOK 659, PAGE 387, 390 (PLAT) AND DEED BOOK CHARLOTTESV1LLE, VA. 22902 4839, PAGE 390, 396 (PLAT) AS SHOWN HEREON. 19�D NTH 0 \ SCOTT R. COLLINS--;` No. 35791 IONAL E��Z z o z a O Ln Z Of Ln " � m w D o Ln O z o Q H w z 1■■1 W 0 N M I` C� _- \ co N 4 co W N � N Q W O W J J Q J a W Q J Lp O rLU y V 1 U yz ELL ' J �..�..� z U) J w U mow/ O J� U) w 0 Q O N u w w w a JOB NO. 112062 SCALE AS NOTED SHEET NO. 2 rl SURNIL Aft Lin N 0, Cly h ICU rri S NORTH rp / C9iyF y/� o IRF asp \ LEGEND: TMP =TAX MAP AND PARCEL R/�' =RIGHT OF WAY D.B. =DEED BOOK 1 \� PG. =PAGE N 1 \ 1 7p RES. =RESIDENCE m 11 IRF IRF � =LOT IDENTIFIER VIRGINIA GRID NORTH � 0,0 CFD��gR�g9� p���(\�9 ,o , A/E =INGRESS AND EGRESS EASEMENT I F lyj0 �9N�, D.B. 659, PG. 387, 390 (PLAT) RES. s�¢BCgTE'p SOUTH ZONE (HAD 83) A/E-2 =INGRESS AND EGRESS EASEMENT D.B. 4839, PG. 390, 396 (PLAT) ' ° o IRF N AE 11\� IRF� PEN PARK L4NE EAST ,�\ \ k \ - 603 (PLAT) - RTE 1491 \ _ NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED - - 442 \ �� �� �C V' V A_ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 446.2 tiF °� 4 \� \ 4233 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD 4 F \ //CT COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION /� L /4 I F \ \ s IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN JANUARY 2019. IRK 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. 4234 4. NO 1 00'WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. - I I TMP 61AO-06- IA-00100 \� 5. AN EXISTING PRIVATE WELL EXISTS WITHIN THE PARCEL BOUNDARY. j © I I I HAIGHI MICHAEL ROBERT\ L/ THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL I > Ji COLLEEN PATRICIA GILLIS \ � , ° � k 1 DRILLER AND WILL REQUIRE PERMITTING BY THE ° I I ZONING.- R-4 TMP 488-1 CHARLOTTESVILLE/ALBEMARL E HEALTH DEPARTMENT. USE SFD UNIT 1 IRF � \ � CITY OF CHARLOTTESVILLE y D. B. 45119 PG. 673 y - -� \ \ 25 6 PARCEL A, PEN PARK AAA — ° ° I � _ - � - S 6 /,I I4 \\ \ DB 501-427, 432 PLAT 2°1 , PUBLIC GOLF COURSE 442 ° 70, ° ° 2 1 II DENSE TREL 19 Z \� yiT0 445.6_ TMP 61AO-06-IA-00200 I �\ EARL CHANDLER PARKER � � INGRESS & EGR SS 1 EASEMENT D.B. 59, EXISTING TREELINE LINDA MARIE PARKER y _ IRF PG.387,390 l Gj \ ZONING: R-4 1 w IRF ll/ ° n I USE- SFD UNIT \ - �\ D.B. 4819, PG. 739 - / \ 479,7 - \ _ 1\ —< 8 -"\ Z 43 TMP 61A-4 / \ B - l J E-S A. & BARBARA 8, NUNNALL Y /,T r DB 440-532. 4�g, � TMP 6IA-4 IRF � F41�- r d LOT I DEC ' DAMES A. & BARBARA 8. , 1 DB 448-,5 - - Amoo Cq _ �5I PLAT - - TMP 6IA0 0& 1A 00300 - RwA L DS 440-5328 To V \ �-- _s HENRY C CHAIKLIN & DECK LOT 1 TMP 61A 6 ''D/ ��6 I - KATHERINE LOUISE PECK RwA E DB 448-351 PLAT � MEADJWCREEK TOO LLC DS 3487-145 % .00 ZONING. R 4 \°` EXISTING FIRE GRAPHIC SCALE USE, SFD UNIT 7 LOT 3 � 418 z 1 �- CODB 448- 1 PLAT G 1 HYDRANT D.B. 4794, PG. 131 _ \ 1 1 30 0 15 30 60 120 "1 EXISTING MANAGED i G1 434 / SLOPES TMP 6IA-7 /L EXISTING 18" DI - �lE,.�N �\ / WCREEK T00 LLC = -� RWSA WATERLINE ) IN FEET L T 4 - 1 inch = 30 ft. 4 487—I45 J TMP 61A0-06-1A-00400 �' V IR /1 __ "DB-551 PLAT \ z78.8 MICHAEL CORBETT � ,� \ \ / � - 4 EXISTING TREES - - _ MICHELLE CORBETT \ \ TMP 6IA-.8 TO BE SAVED — ZONING.' R-4 � � 1 \ � \ / / M AD\OWCREEK TOO-L�C — - - USE: SFD UNIT \ I 45 a D.B. 4854, PG.56 -J \ \ \ DEc. \/ DB LOT 5I \ F D IR \ I A \� I \ ° \ _ _ JH op, F SCOTT R. 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RIM MH=396.91 \ �, - I DECK Sol _j op D.B. 4619, PG.485 / A ° �05'� jo jar , i / � INV. IN 3" CIP (NW)=392.4' TMP 6IA-3B \ \ \ / DEC� - - _ - - � Q Q J d-� C V 3i \ _ BENCH MARK J t-1 �ocH yE ��V� �' �V� INV. IN 3" CIP (NE)=393.8' JAMEs A. & BARBARA B \ s \ - IRON ROD 1 4 I - V \ r \ v EXIS G INV. IN 8 TCP=390.8 NUNNALLY v v ��\ _ - - - )I - — LL. \ MEADOWCREEK TOO- LLC �I � ELEV 396 24 � _ HOUSES TO BE - DB 466 52 \ V_ - I --I INV. OUT 8" TCP=390.7' LOT 3 v DEck DB 3487-145 - I 0 DEMOLISHED \ , / 3: W \ TYPICAL) DB 659-390 PLAT / \ \ \ LOT 8 ( DB 448-35I PLAT \ F--I / --- ----- - O I \1E \ \ �oaLu / AlC EXISTING EASEMENT RIM MH-401.75_ O w U L \ I INV. IN 4 PVC (NE)=398.8 Ln N ' TO BE VACATED PE \ °� \ EXISTING g / o f INV. IN 3" CIP NW =397.8' _ l s8..' Q EXISTING 8" DI • ,I ��� FZ� ,2 � -- \ / I - A SPA #3 q v \ HOUSES TO B I ( ) o WATERLINE LAG DEMOLISHED I I �IJT 6°' fiCP6' / (TYPICAL) y \ EC Z � \ U oAo � i a cn Q j87.7 i ooaA �` Pool j � � � INGRESS &EGRESS / / \ jJ 9� \ \ I I CD I / 48- J / EASEMENT D.B.4839, . l \ �A \: V y I y �. _j 1—I PG.390,396 21 IMP 6IA-3A Lu I II z Z ° ° ° o Iui DENSE TREES \ \ T \ DAMES A. & BARBARA B,DEC -y � NUNNALLY �\ v v ITWA /� DS 466-52 ' j EXISTING HOUSES---L 2 y TMP 61A TO BE DEMOLISHED DB 659-390 PLAT \ \ I GLENDA W. JON - \, \ \ \ - _ • y, (TYPICAL) \ \ I�z z D� 148\5_ wAE� ` .3873 w V ' \ \ ° — f EXISTING PARCEL LINES TO � c w f d` �- \ BE VACATED TYPICAL FEDERAL \ - LL O - rn ( ) DAM BREAK \ \ s \ I LOT _ 2g' FIZONE -FIC ` INUNDATION \ \ _ -- DECK (PER COUNTY CIS) s �' IMP 488-1 / a EXISTING TREES TO BE \ I TMP 61A-13 l CITY OF CHARLOTTESVILLE w REMOVED (TYPICAL) EXISTING v I MlOWCREEK TOO LLC - -- -- -I - PARCEL A, PEN PARK �SAN. SWR I DS 3487 145 - - - - USE PUBLIC GOLF COURSE _ , \ \ I LOT IO I DB 507- 427, 432 PLAT \ TMP AO-06-IB-OODAO = % I = � I RIM MH-390.40 � \ a l _ \ s D 448-35I PLAT I I-- - LocTlc N \ouP LLC / / INV. IN=376.40 I \\ °° � Q I DROP INV. IN 382.40 \ II I_ (D LOCHL YN HLCL -OPEN SPACE I B-A ° \ I , INV. OUT=376.30 D.B. 44,76, PG. 197, 245 (PLAT) _ - I _-- — , ° \ IRF — CD ;- , 125:0� u ° ° ° a ,s84 N r ° a-- -- = -- --- -- 0 \ \ " W 623.15 135_.82 -- d � ° W S 86°4 -3 °° d ° - �, , .. W JOB N d ^ � .26 ` - d ` °° o - - svo — s ---- y� - - s OR DEDICATION) — ° � ° W fRI�ND ° 362 �9 - � — sys , - sd� Sep — sd� �; sd� — (PLOT CURRENTLY UND -- 112062 sys sys %— — INST NO. - ---- — I . W F COMMON AREA ll���� °° 4 S �_ _ REST -sd� N _ - ___ _- - S < ° d a 5 p SF T � a sys = OHfRI�V ° d n SCALE , -- - PEN SPACE 2 a d ° ( sd� (53.5' H, �) 1 IM MH=389.85' - - - ----- -�' �, =30 d o sd� 2016, G 381 - _ N b� ° a °/ ° ° d a m d o°� sys �sv� sv - 1 — � ° � — 5' - --- XISTING 8 _ `' / SHEET NO. ° NST NO 6 'DIP ° y �sb sv�� d __ - - -A,-32 'FC F/_ / d sd —� 75: ase ° sys � 3 ° d ---� SAN. SWR I 5 ' R ., 1 Sep _ Svo — svo a — - /W R wy 2831-503 -°E/y pARK � R Fk k D- 60 3 (PLAT) LAIUE EAST ° / k _ - "ME1481 ry ET ° A Ak y TMP 61A0-06-1A-00100 � `°.. ° cb � k HAIGHT MICHAEL ROBERT & COLLEEN PATRICIA GILLIS ZONING: R-4 1 � \ � ° / TMP 488-1 USE SFD UNIT IRF IR � CITY OF CHARLOTTESVILLE D.B. 45119 PG. 673 _ " _ - - \ , PARCEL A, PEN PARK ° ° _ _ - - S \ \ \ DB 507- 427, 432 PLAT 1 PUBLIC GOLF COURSE I , eel ,q NF ° 2 DENSE TREES `� 9 °q� M /pS%F \\o0 ,_ N� y�° t TIVP 6 EARL CHANDLER RPARKER 1 �8o S/ �Tql FoOw�FNs/ LINDA VARIF PARKER r0 ZONING: R-4 USE- SFD UNIT _ D.B. 4819, PG. 739 PROPOSED 5 a 1 \ CONC. SIDEWALK Z \ \ - ° IRF r o �9Q, \ \ PROPOSED - - DE c h 8 ° - \ �oFolq STOP SIGN TOTALS: 108,383 68,262 TMP 61AO-06-1A-00300 Rwa L Z DECK HENRY C CNA/KL/N & ,, \�8 �Q6 A�3 Total Lot Acreage: 2.488 f� h ,�c �s Q/� NO PARKING KATHERINF LOUISF PECK 1 Rwa� / � '�T \ \>� SIGNS GRAPHIC SCALE ZONING: R-4 9 } USE. SFD UNIT 1 IRF' �c >> (TYPICAL) D.B. 4794, PG. l3/--- p , / s- 30 0 5 3o so zo 'y Sg �v \ ��'\ \ PROPOSED ROW DEDICATION AREA PROPOSED Q IN FEET / LOT 22 / CG-12 (TYP.) 1 inch = 30 ft. CD 171) TMP 61AO-064 -1A-00400 ./ PROPOSED =1Y5 IRF MICHAEL CORBETT 1 / / (3) EXISTING STREET i STREET SIGN �Z '�� O TREES TO REMAIN. MICHELLE CORBETT \ '�' PROPOSED 6' PLANTING STRIP TO BE ZONING: R-4 1 \ zo' MIN. BLDG / LOT 21 N . Te \ \ , \ _ INCREASED TO 14.5' IN THIS LOCATION USE: SFD UNIT SEPARATION D.B. 4854, PG.56 (TYPICAL) / �'o� �Ck \ \ \ TO ALLOW FOR THE (3) EXISTING - z STREET TREES TO REMAIN �?80 \ ti b - y 60, / poi LOT 20$ S 62° tiTois� \ \ 1 2 ONSTREET -- _ / q PLuF�s� �,� LOT 19 /��o Fso �� �Q \ PARKING 5 N �6 39 . �O(Y,s P"Ce, � sq, q � O _�� ?2� SS' `��' SPACE 9'x18') C'7 62 /. 60, qC�� B o ��o FCK /QQ /,� IRF <v� (TYPICAL) CIO TMP 61AO-06-IA-00500 S .. o/ ti. LOT18 IRF PROPOSED \ T NT \ HOLLY NELSON DAVIS / NO PARKING. ZONING; R-4 d T SIGN TYP. LOT 17 I USE SFD UNIT w / Zo' R (TYP.) e / h �� �J- D.B. 4737, PG. 581 FgRs / .. \�S, 9 /��' ` ro / F IRF IRF (� / FTBq cK / OFcK % LOT 16 1Cb�, �S'Mgx 28 z .• 7 O LOT 15 RONT o / 25 R . / F /h S PROPOSED R/W b o � - LOT 1 ;� / PROPOSED : ` CK / ' Fr gc \ DEDICATION AREA ICN 1 J� °% 6' PLANTING STRIP CG-2 CURB C�' V �8'/ ' O �� o z LOT14 k / F �� / FcK / (0.091 ACRES) O 64, z\O LOT 13LOT2p N OPEN SPACE C N Q __-- TMP 61A0-06-1A-00600 / �i` ti ��ayFtij\ / OF 0.060ACRES IRF MAX.FRONT _ / ° o TN F� WQ LAN DER ooRT THOMAS L JR _ 25 LOT 3 ° o F % \ �" O OR JOAN L HORN so MLN. BLDG / h/ ti ti 2 / °> > SETBACK SEPARATION a' P PROPOSED °q ° Z / / O / - PROPOSED NO PARKING / 6 PLANTING STRIP ° ZONING: R-4 b � \ � /� � a 1 _- TYPICAL ,��Q� ) ` ° V �} z� (TYPICAL) STOP SIGN titi SIGN (TYP.) / �' ` 4 �� ��/ °o- LLJ USE SFD UNIT z ^ / � • D.B. 4619, PG. 485 � . _ -- l F F � p0 Q + �0 �, - PROPOSED qR 1 a J 58--- T ---- �: 62, MT / SFT BENCH MARK - z CG-12 (TYP.) 6' 7 �o6�NE _\- / LOT 4 IRON ROD 14 _ z d ° - / / A � i <�� ELEV.=396.24' � � J y \ 'Y / - LOT 12 W Q DRIVE Ti- CHLYN HILL �/ � �� , � � , � � � � � � .:; PROPOSED / I STREET SIGN / •' ,' I / I __ _- _ ____` . d D 3oo'R Lu PUBLIC ROAD MAINTAINED BY VDOT�o- -- 25 / LOT 5 / 3o'R j ---- __--- - -------------------- � TREES (TYPICAL) (n ( ) ROPOSED STREET w ---` � T L J PROPOSED 5 CONC. SIDEWALK o = Cn ' Q G ° " 9 ° ° 5 � 1 I Av U 11-10 zgo�s/ I � 0CIq 6' PLANTING STRIP LOT 6 LOT 11 - - I VDOT STD. i STREET TREES j. Q� S� o v (TYPICAL) v v \ c PROPOSE4. D ao v G y ROPOSED STREET ` --- _-_ _----- 1�1. I c 32 ONSTREET 21 .4, TREES (TYPICAL) � . �, ' i I �' 1 - . _ - - 123' � ° -+� - z ul v. w .� .� , .l- W .1. W .Y , W W .V v a. v •� ° �. 1�i. -;.. ----- -- ', 18'`MIN. .J �� PARKING Z 9 ONSTREET \ - rn ACES 9 x20 y y y y w y t y y w TYP.) ( ) PARKING °���'- OPEN SPACED �- �. I I (TYPICAL) SPACE TYF9ICAL'x20' \�.1 u, - I z \ ), 0.063 ACRES - I. I W (TYPICAL) .�� ` 00 V �� c. LOT 10 W y y 'k y � y y y 41 y y 4 y � F\ r, I to MIN. BLDG O N �° y y y y y y y y w y y IV w �(\ s LOT 7 SEPARATION �I / \ / c'A I P C NO PARKING � , \ I (TYPICAL) 29 FIC FI SIGNS ' \ 5 I - (TYPICAL) U) 'a / i PROPOSED 5' I _ . _ .. - .. _ LOCHLVNHILL � � � � � � y � W W OPEN � W � m �\ '`` a .P,, 2� � _ CONC. SIDEWALK I - 120' _ _ - - n ° - - - 25, TMP 488-1 �-- PARK - CURRENTL V 0.929 ACRES 2, y .. _ .. _ °- - �12- N EIP-EIP CITY OF CHARL07Tf\ILLE ' UNDER CONSTRUCTION „ s W W y W NO PARKING I I °- PARCEL A, PEN PARK A' 41 \4 - y y y Gy \ PROPOSED 5' m N ° USF.• PUBLIC GOLF COURSE LL.LL ` SIGNS ], � I TMP 61AO-06- IB-000A0 W / _ (TYPICAL) 4 CONC. SIDEWALK y • I LOT 9 DB 501-427, 432 PLAT Q LOCHLYN HILL DEVELOPMENT %o y1 u w w w- q, � � w w w m rrnn GROUP [LC °: w � 41 q, w w 1p w � v y 2 LOTS - V �j W �` TA , a LOCHLYN HILL OPTHE EN SPACE 1B-A y , , y TIE-IN IEXISO EXISTING a° �, �" W _ ----- ------1------� O / I C) D. B. 4476, PG. 197, 24 3 (PLAT) w w i w w w w w w w W z -' i SIDEWALK 41 � z 1-° IRF d J N0 25:� u \, _Lu 11, �. 23135.62 86° 333aI- Lu ° JOB No. (53' RIW) SUTHE_ VDOT STD W 112062362.26' FORDEDICATIO 54» 6.82 -9D (PLAT ERRE/IE CG NSTNO - --------- _� SCALE COMMON AREA ////// 410 d UTHERLAND STREET n __ _ _--- - a ° \ ►►-30' OPEN SPACE 2 S (53.5' RAW) 811 d - - -- d 0. 2016, PG 3 d d \° I INST. SHEET NO. - a 28' F/C; F/C A 4 LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 6,664 4,058 2 6,323 4,007 3 6,420 3842 4 6,375 3893 5 7,418 4740 6 7,158 4,336 7 7,416 4,661 8 6,537 4,080 9 6,014 3,828 10 6,805 4,462 11 6,695 4270 12 4,910 3,198 13 2,382 1,500 14 1,939 1,364 15 1,897 1,360 16 1,876 1,320 17 1,873 1,320 18 2,385 1,383 19 2,513 1,452 20 2,473 1,452 21 5,898 3,645 22 6,412 4,091 O � SCOTT R. COLLINS� No. 35791 Off, � �SSIONAL 'F1 z O a o ~ U) Z" uo) w m Oz o � J O u• a W z W o c� z a w �w �z �CD z w 0 LO z �0 o 7D � y a� �0 C' Q -o a� 0 o u) T � w a 0 o �u U 0 z� w w z U o O z� w -a II z J � w � 0 o � 0 o Q U Q m 0) L > 0 N U � o c x a� a� O � O n a U O > �o o� Q °- 1n D T c o 2831-503 Rivanna Water & Sewer Authority (RWSA) ;\ PE/li Pq,Qj� /qNE �� 'R k D 603 (PLAT) General Water &Sanitary Sewer Notes \,VH \, EAST \ \/ k/ 1. All materials and methods of construction shall comply with the latest version of the General __-fi�jE 1481 � \ Water and Sewer Construction Specifications as adopted by the Albemarle County Service � \ \ \? \ \ Authority on January 15, 1998, except as modified below. \ 2. All construction materials and methods of construction must be approved by RWSA prior to ((�_)No. T R. COLLINS" \ Cy the start of work. A reconstruction conference with RWSA is required prior to the start of - o C�y�\� l w rk. p q p 35791 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001).4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business\days prior to the start of construction.IONAL I �� _ — I # \ X 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be I I�\ \ \ made without coordination with and the presence of RWSA staff. No work shall be r ,y / conducted on RWSA facilities on weekends or RWSA holidays without special written I A,_permission from RWSA. TOP 61AO-06- lA-00100 b \ \ \ 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the I I ° j I HAIGHT MICHAEL ROBERT & \ \ / existing system. All doghouse manholes must be pressure tested before a connection is 31 \ COLLEEN PATRICIA GILLIS \ \ ° k x made to the system. I \ ZONING.- R-4 y \ \ TYP 488-1 7. The location of existing utilities as shown on the plans is from data available at the time of I I USESFD UNIT IRF 'R / design and is not necessarily complete or accurate. The Contractor shall be responsible 1 CITY OF CHARLOTTESUILLE I D.B.45119 PG.673 _-- �� for the verification of the location, size and depth of all existing utilities, both surface and ° I \ n PARCEL A, PEN PARK subsurface. The Contractor shall immediate) notify the Engineer of an discrepancies DB 507- 4\ 432 PLAT Y Y g Y p — I I 621 PUBLIC GOLF COURSE between the plans and field conditions. The Contractor shall use due diligence to protect (3 \ \ all utilities and structures from damage at all times, whether shown on the plans or not. I 6'' _ Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. z 3 I I I 2 DENSE TREES /9\ t, \ ��YN yTD 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement o \ I Ln TMP 61A0-06- /A-00200 N\<< without special written permission from RWSA. No grading or filling shall be permitted in a Ln -_ 9 9 - the RWSA easement unless permitted otherwise by RWSA in writing. v EARL CHANDLER PARKER \ \ 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission cn m LINDA MARIE PARKER IR w I r I ZONING: R-4 \ PROPOSED 5" WATER and RWSA approval of the blasting plan. Ground monitoring during blasting and a o U) IRF 8 pre -blast survey may be required. For blasting within 100 feet of any operative RWSA z � ° I 1 USE.- SFD UNIT -- --- \ \ METER & LATERAL O O C� I I __- / \ sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may U I I = D.B. 4819 \ ,(TYP.) CONNECT j■■� � also require certification from a licensed professional engineer stating that the proposed � z _(I RAL TO EXISTING sting will damage any RWSA Damage to any utilities sting shall -' blasting II not da SA facilities Da lities due to blasting a 10" WAT RLINE be repaired by the Contractor to the original condition at no additional cost to the Owner. �.■� PROPOSED FIRE 10. The contractor shall observe minimum separation requirements for utility crossings. When a IRF A\ \ \ HYDRANT ASSEMBLY TO - -- crossing is made under an existing facility, adequate structural support shall be provided _ CONNECT TO EXISTING for the existingpipe. The area of the crossingshall be backfilled with compacted 57 stone I w r "WATERLINE, 10"x6" \ to the spring line of the existing pipe. p W \r m \ p 9 gPp T.S.&G' G.V. 11. New water main installations shall be tested, chlorinated, flushed and water samples HENRY C CHAIKLIN & approved prior to making an permanent connection to the public waters stem. Approved I I DECK , �Q A\iT \ pp p 9 Y p p Y pp II I TMP 61AO-06-1A-00300 RWA z 1 \ 6 l% �G/ methods of filling and flushing new water mains will be required to prevent any KATHERINE L0UISE PECK \ -- contamination of the public water system. I I ZONING: R-4 RwA� qr ��9 I I _ ^ iR oG 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities I I USE. SFD UNIT _ _ _ — ti , \ Jj� into service. I D.B. 4794, PG.131 / \ PROPOSEDE" METER & LATERAL 13. No permanent structural facilities will be permitted in the RWSA easement. This includes WATER 7 TYP. CONNECT � building overhangs, retaining walls, footers for any structure, drainage structures, etc. LATERAL AT EXISTING 14. Trees are not permitted in the RWSA easement. :LEAN PROPOSED SANITARY LOT 22 / / .\ 1 0 WATERLINE CD OUT \ / SEWER LATERAL / GRAPHIC SCALE _ EXISTING 8" ''�'i � � V \ \ r TMP 61A0 04 RF 6 1A-00400 SANITARY SEWER „ MICHAEL CORBETT ° 1 \ 30 5 30 60 120 MICHELLE CORBETT , = �_ EXISTING 8" �e V ZONING: R-4 \ \ SANITARY SEWER / LOT 21 \ \ I I USE, SFD UNIT _ _ — / _ IN FEET 1 — I RIM MH=405.35 0 1 �zl�n 3� ft 1 3 D.B. 4854, �G�� — - �., z H . INV. IN 8" DIP=400.1,���z F \ IRF \ INV. IN 8" TCP (W)=398.5'� / INV. OUT 8" TCP=398.2, �LOT 20 /i\� S 612 21 3 99 ,\ �.' Q '�� LOT 19 / F y ti� / 6 V P)0�� TMP 61AO-06-1A-00500 IRF W � LOT 18 / \ HOLLY NELSON DAVIS ^ `r L / \ -i ,/ OT 1 3 ZONING; R-4 d I I USE- SFD UNIT B. D. V p IRE IRF Z� DB47\ PG. 581 � I _ � ��, �, � �. ��, ,'� '� � LOT 16 � -- � o z ° I I - LOT 15 o 3 \ , I I I LOT 1 EXISTI�G 20' ACSA SANITARY -- V / �LOT 14 13 I _ _ -I-- / SEW R EASEMENT CREATED I WITH LOCHLYN PHASES II&III �a _ F / ° / \ z LOT 2 SITE PLAN AMENDMENT #3 / Toe M 7V�S0� , / %� LOT 13 �' ��v TO 6 DI WATER LINE o 0 — EXISTING 10" WATERLINE E STIN, 8" T �/� gINTq�F <<�`y T \ \ WITH 1,10"x6" T.S.&V. & 45' BEND TMP 61AO-06-1A-00600 i i / S ITARY SE R VAN DER Aoo\ THOMAs L JR -- - - - - - - - � LOT 3 OR JOAN L HORN 7 / Iw r-- - - / RIM MH=396.91 � � , � v v 1 _ I ° — ZONING: R-4 _ -- f \-- -----, / V. IN 3" CIP (NW)=392.4' 1 I USE SFD UNIT / INV. IN 3" CIP (NE)=393.8' y / I I D.B. 4619, PG. 485 INV. OUT 8" TCP_390.7' v v�o _ = i - — i /\ BENCH MARK o ° I LOT4 -__ � \ ° ° -- � � IRON ROD 396 - 4' ° ELEV — ° SED LOCHLYN -- , LOT 12 — HILLDRIVE—.—w—/ / �� vv \ 3 PBUC .54 R/ _ — w k / LOTS 3 / -- ---- --I I � - PROPOS AT R _ — _ --- �-, I ED $" W E RtM MR 01. I I METER & LATERAL (TYP.) 4 INV. IN 4 PVC (NE)=398.8 w , \ IN 3" CIP =397 8' � � � , as , \ . ,° °, a °e •• ° --- � / NV (NW)- PROPOSED 8 CL. 52 DI li \ g� v I I INV. OUT 6" TCP=397.6' ' 3 / AND TIE INTO EXISTING / `\ _ WATERLINE I I a C'VLOT 6 \ 0 1- 8" D.I. WATERLINE WITH v' V / `v VI i✓ �� i CA I a PROPOSED 8" D.I.P. v wv` w �� _ LOT 11 WATERLINE y y y �`\\ \ / '�\ I• \ IIrn i PROPOSED 6" CL. 52 DI WATERLINE 21 / / / 4u w w w \ \ / EXISTING 8" SDR 26 PVC 4, IV 41 IV IV V SANITARY SEWER n I — _ . — rr /61// W� Y Y Y W W Y W Ji .y .y .y .y y L W Y � � � \ W \ ° � \\ �\1\\ �I . � I �— .� I ------ - °. II •�. I \ I 41 w v .v v w41 EXISTING 6" TCP I rn _ / 3 ' / 4!!� sY Y JJ• W W q, IV 'Y I v \w wv \ w \ SANITARY SEWER XISTING 20 ACSA SANITARY , w :II \ y V y I I vv v SEWER EASEMENT TO BE,I i i LOT 10 '41 41 ABANDONED LOT 7 I I i I PROPOSED FIRE HYDRANT IV q, y\ I \ Y\ I I , I PROPOSED SANITARY I ASSEMBLY (TYP.) '4, y / y y w w w v w w v vv� Jy vv µ I I SEWER LATERAL I o 90 BEND 14, W W � It, q, W W W \\\� .pc\ \ - \\ I y\'I `�' I - - -- - - -- — „ 6 G.V. LOCHLVNHILL � � v w 1P w w w q, q, w w w w q, w TMP 488-1 c / / PARK- CURRENTLY \\ \ PROPOSED F RE HYDRANT �`--------- RIM MH-390.4 _- v l CITY OF CHARL07 fSVILLE UNDER CONSTRUCTIOLV > v `, \ ASSEMBu� — 0', y y �\ ° BAND `' I INV. IN=376.40 PARCEL A, PEN PARK \ \-. I USE.' PUBLIC GOLF COURSE 6 G.V. I LOT 9 DROP INV. IN=382.40 I ', DB 501-427, 432 PLAT AO-06 �18-000AO W W PROPOSED 20 �\ \ a i HlL k /DEVELOPMENT — DRAINAGE EASEMENT y �v �`v I v�'I i INV. OUT=376.30' 1 �° (WUP [LC w i w w v, 1P � \+1 I ` \ LOT 8 3 / \ w / / LO LYN l�1LL OPEN SPACE 1B-A I v ------- .B. 44�6, PC. 197, 24J (PLAT,4 ) � I ' � I I � � ' ' I `I' I I I ' I � IV � `'' ,P ,P 41' ' \ I- --------- I , 4. 4- 86° W23.1�i' 135.82 (S — A IV I. 11, 41 1�+�0 a —sM— — — —� —_ "STREET-(5rRIW) 362.26 - -- -- —�—,—=.9—�"-- --- RENTLY NDE 9/ FOR DEDICATION) ° ° 0 o�,a sd� r, _ (PLAT CUR U I I-NO.-:::3M v s „ - M A+BT 4 M o COMMON AREA ///��� ° 1 _a =.STR w ° PEN S�� E 2 —� —_. —sd —=d — (53.5 RIW) 11- M — 1 � — M �I +® M IM MH=389.85' — N8- �6� DIP 6' - I 28�6,-P ° ° — NV: = 75._ s 375.5 1 3 �►— —n e --— —" --- I Luti CM t'MJ ZCY) N 14 Q CN C:) fl. W N 0 N Q W > O W J J Q J LL Q W L9r— 11--l! O W Z_J Q J W 0 _J i J W Ul L: z U Z F- U - w O LU J U) W rQ V O N LU W w d (n JOB NO. 112062 SCALE 1 "=30' SHEET NO. 5 o� a� X a� c � 0�: U a) O N �o \ - 28315J(PLAT) \ ; IR PEN PARK LANE \ -� D - 60 EAST " R E- T 1481 - I_ x o 4424462 ,; 4�yy�k x o azx NF C �� 42.j \ I M \ 4- 1 I o 44.3 1 11 \ 423.4 \ TOP 61AO-06- IA-00100 - 1 HAIGHT, MICHAEL ROBERT &v COLLEEN PATRICIA GILLIS 1 I 1 I ZONING: R-4 \ o �, e TMP 488-1 USE SFD UNIT � I � RF ` \ CITY OF CHARLOTTESAILLE \ 1 3, D.B. 45119 PG. 673 J 0 1-_ _ 242 � \ � � 25 s PARCEL A, PEN PARK 44 o I I \ j I _ _ - — - _ s 6 \ DB 507-427, 432 PLAT PUBLIC GOLF COURSE 442 DENSE TREES 0 4xo \ N\<< 4456— _ _— - � TMP 61A0061A00200 EARL CHANDLER PARKER \ \ 1 j I LINDA MARIF PARKER IRF 1 r ZONING: R-4 I 241 \ IRF` USE: SFD UNIT — — -- - 1 D.B. 9.7 43$-- 1 r , 226 I � — IRF �S'`o0 w F \ 419.2 - ° m _ \ DECK I r 1 ti, 9 \ \ TMP NR�OC GHAIKUNO\ 0 Rwa L ` DECK 225 �8 ���s\V� 1 - KATHERINF LOUISF PECK GRAPHIC SCALE = RVy4LL �T� \ °�9\ ZONING: R-4 o� 1 31 1 USE: SFD UNIT IRF �_, \ c �A ° _ s �...... . �.�, 'Y � 30 0 15 30 60 I I II D.B. 4794, PG 131 - _ - — \ �' �' ./ 224 6x00 \ I I �341 EXISTING MANAGED \ 3 - - o � ,__ _CLEAN SLOPES (TYPICAL) LOT 22 / IN FEET ) 1 inch = 30 ft. 1 I �\ TOP 61A0-06-1A-00400 �F MICHAEL CORBETT 3 - I MICHELLE CORBETT LOT 21 ZONING: R-4-�r 223 1 1 USE: SFD UNITZjXp A \ 3 D.B. 4854, �CT-- .IRF 230 240 - / y ,yam m LOT 20 -- Z8 S 6�1� 12 5 —4 l/.- - a229 1 N I '� � I / i / • IRF s w T 18 --A1 TMP 61AO-06-1A-00500 IRF / g - HOLLY NELSON DAVIS ^ 239 236 o z / ` / z — F _ ZONING: R-4 d / � a oo c USE- SFD UNIT cv _ / . \ / 1�V IRF IRF / Q 222 xoo D.B. 4737, PG. 581 - I N ---434 / - o L 5 LOT 1 238 I ; , M�YNTgry�Fq �Fy L 1 / 220 LOT2 / o\ e / T °o D y F N • ° IMP 61AO-06-1A-00600 l II -- IBAN DER AooRT THDMAs L JR � _ _ - - l / LOTS � / II OR JOAN L HORN I M+ ZONING: R-4 l / / 219 \ USE SFD UNIT I I ab 1 � � � D.B. 4619, PG. 485QIQ � I � �� ° ,° � • - 208 227 �-�i� /,/' � � BENCH MARK \ 4 �- ENE - -- 2 ,,- LOT4 228 IRON ROD I I - - - - 1 ELEV =396 24 ° PR0 2 1 09 21 0 g 7 _ - OPOS D LOC � ; LOT 12 I „ HILL � / ,, I I — +oo DRlV — w T � - � I 10+00 �w LOT 5 YDC Ub 217 18" ADS— �AIN BASIN o / /i DRTOP=402.0 1 YDA g"I ADS _ • a DRAIN BASIN p a 18" ADS TOP- 40 DRAIN BASIN LOT 6 \ I 400.5 g. d 204 z v �I o �N �` LOT 11 T P-400,5 � � 215 1 ', / l� w w Y w YD D 396 5 �� NV IN=396.5 - I I cr 2 / A _ % 18" ADS AN' �,3° s O �_ v v y y ., w - ✓ \V 41 \N S�G� �' I �i I INV OUT=395o O \ \ DRAIN BASIN \ S' S=3.0% l \ / _, I • ° ^�� � ;w � � y � -� - �- � � � � ,,, TOP-400.0 \ ``��i9� li 1� I g63°�•0� Y \ \ \ ._..., / I, °• >� II II//� WM .y y. y .y . .y w - .y y y-----� � y y \ •.'\\ i W w v X y PROPOSED 20' \4 x I � --� DRAINAGE EASEMENT �", \ A 111 , it s 214 LOT10 a. I f / N w ,✓ w w w_ t `� FEDERAL LOT 7 DAIS, BREAK I I ,• m J w �; / 3/ _ / / ' / / / a w •�w/ �Y Y -Y Y Y Y Y Y J- NUNDATON �Y �Y 1Y 7ONELOCHLVN HILL PER COUNTY pis) /* ,. 396 PARK - CURRENTLY — .. - -_ 1 _ � � w � � � � y � � � � I � I \`. � I TIE PROPOSED DRAINAGE INTO - - _ _ - I CITY UNDER CONSTRUCTION '1, \L, \4, �. I I EXISTING STRUCTURE EX 58 I y W w I P TIE PROPOSED DRAINAGE INTO 213 I' � I �' I � 234 USE. - EXISTING AO-06-1 B-000AO = I \L. W W - / / w EXISTING STRUCTURE EX 62 jl LOT 9 232 I 233 I DB /LOCH N HlL DEVELOPMENT _ w w u w w w i \ I I cl % %� v � 1p q, IV w 41 � w w TIE OPOSED �I LOT S -- ---'r- 3 v v v v v v AINAGE INTO G U LLC a: I •. ° f \ � .� y 41 41 � -4. EXISTING STRUC RE / LD L �N-l�9LL OPEN SPACE 1 B A - I _ I .B. 44�6, PG. 197, 243 (PLAT) �� � _ p = - I i IRF � w .v u- � v� � v- w � w v� .v u, u, EX 94 � _ _�--- , - - _' ° 1 � - _ _ - � -- _ ---- - -- -- - - EX 62 - . a 125.07 _� J / w w w IV .V v1 4 14, w � I w w w y I - - - - - - - - - - - -/ 11, � 1 3L=W�6 212 Z - a , 201 n , • L L �Y �Y �Y �L �L �L y �Y Jr ' 4c' — — — sa, ,.� — s., — �.� — — —'"' s J 1 Il ��I ' `/ ' . \ li O a = /\ a / 362.2 EX 96 r -- --, —m -- —� — — UNDE FOR EDICAT - o , \ a — —=e —— r -- - -- LAT, CURRENTLY TLY — 54 6. g� p ION) EX 94 % 3i =0 4-7= o = — COMMON AREA /�///� 41�Wll� � RAT 39� M_M m M—M—m——m—m—M—"° _ _ � — \ _=�__S-UT1jER — —M— - — -- - - j M z � 1 z � OPEN S PACE 2 _s. —sd —r 5, R w) � S �4 43 3. / - 5 �o � I M t I Iw . I M� - 1 e°e 4 __. 390 I PA 120 3973 TMP 488-1 OF CHARL07TfSVILLE A, PEN PARK PUBLIC GOLF COURSE 501-427, 432 PLAT :154.. I i i 383 6 i SCOTT R. COLLINS No. 35791 1�0�/��SIIOIVAL \ z O z � O a U) Z" � m w M o � Oz O J a �■■� m wz 1�■1 W w 0 N M Luti CMM c ) Z N N z Q o fl. W N 0 N Q z W �� a // Lu J _I Q W J_ z U Q U z w L9~ E--i Q O Lu 0 V l z w 0 z w = Q °C ul� z '� ZV � w U _ 0 mow/ L.L J U) w L.L 0 rQ V C:) O u N Lu W d I,_I U) JOB NO. 112062 SCALE 1 "=30' SHEET NO. 6 TYPICAL ROAD SECTIONS Tl TT Imo:, "RIMS NOTE.PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP R�Iq/ PER 3' CLEAR ZONE REQUIREMENT Ci 4" CONCRETE CG-6 3 CURB & GUTTER POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' 14- �\ ?. SIDEWALK CLEAN R ZONES !CLEAR ZONES MAX f �l SURFACE I- EXIST. GROUND 2q 2� 29 27. 3:1 / 4" VDOT 21A 6' PLANTING STRIP 6' PLANTING STRIP �4" / STONE BASE VVOT 21A BASE SUBBASE 4" wor 21A EXIST. GROUND STONE BASE STONE BASE ti 10 6 (TRAVEL LANE) f 29' \C (TRAVEL LANE) (ON \C 6 -STREET PAR I RI :RETE ILK 4" ADOT 21A STONE BASE -5- *NOTE: LID-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/w TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD NOTE: TYPICAL jVL'IGIHBORH00D STREET S.FCTI01V (54 ' R/�Y� TRAVEL LANES WITH PARKING ON ONE SIDE LOCHLYN HILL DRIVE GS-SSAR RESIDENTIAL & JfIXET USE SUBITIVIS'lON .STREET OFSIGIV SPEEO.- 25 afPH EXIST. GROUND 3� f EXIST. GROUND 4- CONCRETE 3 SIDEWALK CLEAT R Z01 27 6' PLANANG_ STRIP 4" VDOT 21A �4- VDOT STONE BASE 5 G 21A STONE BASE VAR LANDSCAPING TO OF PLANTING STRIP IF REQUIREMENT C/L CG-6 POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' / CLEAT R zoNEj SURFACE 2% 29 29' 6' PLANTING 4- WOT STRIP BASE SUBBASE STONE BASE2,5 AR (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29" FIC-FTC TOP OF 4'� -2" R CURB i 6" a a 1- d a o 13„ a d a a Od' C G 7" a. e e .. .Q ..4 O daIf as d G V 4" MIN , 1' 6" 2' STANDARD CG-6 STONE BASE UNDER CURB \ CURB & GUTTER & CHECKED BY VDOT EXIST. GROUND NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. EXIST. GROUND (5' MIN.) �1" nnnln _4_ EXIST. GROUND EXIST. GROUND *NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF NOTE: TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TRAVEL LANES WITH TYPICAL 1VT16!ffB0Rff0010 STREET SUCTION VAR. R%IYJ PARKING ON ONE SIDE PEN P.4RIf LANE GS--SSAR RESIDENTIAL & Afl= USE SUBDIVISION STREET DESIGN SPEED.- 25 afPH ROAD NOTES T L I -rl -, I IJI VL UYIJL CONCRETE SIDEWALK NO SCALE .. SURFACE COURSE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSE 6"-'8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS •il�;•il�;•il�;•il�;•i AND UNDERDRAINSA COMPACTED SUBGRADE NO SCALE GRADING 1' 6" UNDER CURB. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARD CG-2 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL NO SCALE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUI TABLE MA TERIAL IS ENCOUN TERED IN THE ROAD WA Y, I T SHALL BE REMO VED PA VEMEN T FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. OF THE AGGREGATE BASE MATERIAL IF THE SSV VALUES ARE LESS THAN 10 THE < \�, H (� ° TRIP GENERATION SCALE: 1" = 150' ' SCOTT R. COLLINS'� LJ No. 35791 roL�O % IONAL _ 491 - 7o Z -/ O z i «„ Cn I',3 L U) LU m LLJ LULU z ° ... o•. .. y..... -- COMMO PRG . W / -g .. s' 1 t26 125 1�4 123 122 121 120 III I � z9 ,27 129 126 30 ,36 ♦ tJt 130 t T l 133 132 � � \ - 9 100 ---- E J4 i01 JJ iC' ]5 61 I 11fi 3 a6G it - - 115 72 34 gy \ CD - > \ M 357. 97 96 Z 64 i 99 - - \ \ \ a� 63 _ V \ \\ ( Y11 3. 4 L9 a /^^ 5s M \ \ / I 4 I ' I �\ _ _ 53 I 56 \g ` • / 17 � 50 44 I �'I �- .� I N 0 H Table 4: Pavement Design (VDOT Pavement Design Guide) N 0 N Q Q Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Lochlyn Hill Drive 285 2 305 4 4 10.62 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Pen Park Lane 795 2 815 4 4 14.05 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Evans Alley & Ellison Alley 103 2 123 4 4 7.46 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5 0.6 13.13 w O w > 0 W J o-6 _I Q J z w _ > U) L.L. w 0 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED GENERAL CONSTRUCTION NOTES FOR STREETS ~ vi j z ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES METHOD of CORRECTION. TRIP GENERATION CALCULATIONS AT ROAD INTERSECTIONS SHALL BE REMOVED. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL O Uj 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER COMPACTION BEFORE BASE IS PLACED. BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) J PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF 22 SINGLE FAMILY (14 DETACHED, 8 ATTACHED) UNITS - CODE 210 & 230 Q z MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR III PRIOR TO PLACING AGGREGATE BASE. CONSTRUCTION. ADT: 180 VPD (90 ENTER / 90 EXIT) Q = Q DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, _ 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE AM PEAK: 14 VPH (4 ENTER 110 EXIT) w U �- H A MINIMUM COVER OF ONE (1) FOOT. AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. lF A 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON DAYS, THE PUGMILL REQUIREMENT WILL APPLY. SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT PM PEAK: 19 VPH (13 ENTER 16 EXIT) I J LLJ THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST Cn 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION RESULTS FOR APPROVAL. AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN 7 BEFORE SURFACE TREATMENT IS APPLIED. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC w ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL I- z OTHERWISE NOTED ON PLANS. (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A PRIVATEACCESS PRIVATE ACCESS (Q �+ 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA NATURAL WATERCOURSE. EASEMENT C/L POINTOF EASEMENT FIN/SHED GRADE 1-1 /1 ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4. GUARDRAIL LOCH TIDNS ARE APPROXIMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE COURSE. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 1.S"SM9.5SURFACE V� � � z = >_ NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF 3� 3•� 1/4 ":� 1/4".'1' �- w U NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS EXIST. GROUND EXIST. GROUND/ 3:1 w FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 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 o o70� � 8 �o� 0 o, % cG-z cG-z O J / 3'BMz58ASE 5'21A5TONE i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. INCREASED TO SEVEN (7) FEET. EXIST. GROUND 1 - _ 1.s EXIST. GROUND �^ ALBEMARLE COUNTY 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY s 30, 10. U) ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE GENERAL CONSTRUCTION NOTES 6. ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES TYPICAL PRIVATE ALLL'Y SUCTION ~ �- BEING COVERED. SHALL CONFORM TO VDOT STANDARD PE-1. DESIGN SPEED LIMIT 20m1vh w 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH NOT TO SCALE iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA PLACEMENT OF ROADBED BASE MATERIALS. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ADHERED TO. INSPECTIONS NOTES Q 0 iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, REQUIREMENTS OF THE PERMIT SHALL GOVERN. 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 1. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS CD SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS O v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA ARE REQUIRED /F POSITIVE FOR SUCH. CONTACT VDOL/ FOR ADDITIONAL REQUIREMENTS O APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD AND PERMITS FOR DEMOLITION PROJECTS. N U FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE CLEARING, GRADING OR OTHER CONSTRUCTION. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE 11J F AS SOON AS POSSIBLE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. o W 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, a Ln vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. JOB NO. OF THE FINAL INSPECTION. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN /N THE 11• THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 112062 OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR STABILIZE A DRAINAGE CHANNEL. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SCALE TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS TRAFFIC CONTROL DEVICES. SHOWN ON THE ROAD PROFILES. AS SHOWN viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING PIPE -CLASS Ill. THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO SHEET NO. ELIGIBLE FOR STATE MAINTENANCE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 7 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12-1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 4B=1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP V FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10-1 MA% PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%z". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB !CURB AND GUTTER. 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED a,12i BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B HE LOCATED BEHIN, FIRE HYDRANTS, DROP VEHICLE ETC. LINES,LIGHT ROIUTES STING PROVIDE OAESC INLETS,ON71N000S PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1,1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND a THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12.1 MAX 'i w PERPENDICULAR TO THE CURB. 5. MIN )JK )K 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN R\ TRUCK TRAFFIC) FOR CONCRETE DEPTH. T AT E ,2" HIGHER THAN EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )K W. ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x C LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' a 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C tO CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --.I o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. it O O O O 0 0 0 0 0 0 0 O O O O O O O 0 0 0 0 0 0 0 LANDING RAMP + u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE DIAMETER 000000000000000 TDP DIAMETER DETECTABLE WARNING o AT BACK OF CURB VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �vooT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) ,Ds 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 CC-9D WIDTH OF A � ENTRANCE AGgOAUs F WIDTH OF ENTRANCE d LIMITS OF PEDEST�CE�J;;.I c Si LIMITS OF PEDESTRIAN EXPANSION JOINT AC ESS ROUTE ACCESS ROUTEO/UNPAVED SPARAVERSABLE SLOPE UNPAVED SPACE PC SpRc /CAW ` D z EXISTING OR PROPOSED f C t( w F WIDTH OF SIDEWALK OR SIDEWALK SPACE �J' ENTRANCE / CURB INCLUDED IN Z 3 7\• ENTRANCE GUTTER bu EXPANSION JOINT } - - W In C O LIMITS OF PEDESTRI LIMITS OF PEDESTRIAN w w Z LESS ROUTE NON -TRAVERSABLE - GESS ROUTE 2- 1 z �N Vow FLOW LINE z PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE our ENTRANCE WIDTH ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS DESIRABLE MINIMUM 16' OF PEDESTRIAN ACCESS ROUTE ® EXTEND BEYOND EXISTING o OR PROPOSED VDOT RIGHT -OF WAY. 15" 3 EXPANSION JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT---', �- ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUSiv - - - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . p• • �. A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A _ HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND - ti, • ti. • ( , USED BY PEDESTRIANS. 11e IF PEDESTRIAN ACCESS ROUTES ® ARE BEING �L4 PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 27 CROSS SLOPE. SECTION B-B WHEN USED IN CONJUNCTION WITH STANDARD STAIN OR GG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. SPACE CURVE •C, p NORMAL CUTTER ® ® - ® x x - a ----------- w x x ' s- ' °' • e. e. n . e, • U. • °• • e. • c. • li, • �. • �. * D%ITO 10% CHANCE • oeoe a o`e' 40 06• AGGREGATE BASE p4o CLASS A3 ILE.SJ CONIC. SECTION C-C TYPE ,SIZE 21B 2`0O , 5'-0" 5'-0" POINT OF GRADE CHANGE 12% MAX.SLOPE FOR CURB AND CUTTER ONLY 4F • e. - e. , D, FOR SIDEWALK CURB AND GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS , �•' . A. • o BUILT CONCURRENTLY x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A -A SECTION D-D GENERAL NOTES; _- "1=' F WARMING SHALL HE PROVOED BY II151NCATED DOMES _- •".`i% ti" I N,r.+NINI; TD P.F CIA_(& A-3 CDNCRFTF (LASS A-4 F PRECAST) _,GTAN, INTEG�L SURFACE COWERING THE FILL WIDTH OF THE BY R 2 FOOT IN MATERIAL N THE DIRECTION OF PEDESTRIAN DE )THEN U-_O OF MATHE A WITH THE TRUNCATED LER, DETECTABLE wAl:ra -.,; MAY Be U>�O w11P THE APPROVAL OF THE ENGINEER, a. SLOPING SIDES OF CUMTB RAMP MAY BE POURED MONOLITHICAAAW NTH RAW TYPE A FLOOR OR BY USING PERWM55IBLE CONSTRlJCTIQN JOINT WaTti REQUIRED BARS, RIE.RPENDICULAR 4. ,F RAMP- FLOOR IS PRECAS.I, HOLES MUST BE PROVIDED ":OR DOWEL BARS SO 0, ACWIMINO FLARED SDFS C: 8E PAST IN PLAOL +4 UR PLACEMENT to _ -- -'CAST RMP FLOOR, PRECAST CONCRETE 'SHALL BE CLASS A-4. a .r � ,VtH - 1_' CURED BARS ARE TG BE NO. 5 X 8' PLACED 1' CENTER TO CENTER O P -� 12 Ia r+•k 1 301-1 SIDES OF THE RAMP FLOOR,MI)-DEPTH OF RAW FLOCK, MINIMUM At_ON ., 4d,.y.-'•t-_. ..-�k CONCRETE COVER II/z", •'. - - - - - - - J3E0 IN-PAY1EMdi FOR Cl.l� / OLREi AND GUTTER. JRB AND GI ITTER SLOPE TRAMNSI`ICt•1S ADJACENT TO CURBR&dPS TYPE B -- • ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS D(1EC7ED PARALLEL I.:. •. :'r t. THEY ARE TO BE PROvIDFD AT NrPRSECTIQNS WREREVER s.OU7E WIrw DIE RU>1T Ot omy or A HIGHWAY' FACILArY L... --.J?6 REGARDLESS OF WHETHER SIDEWALK 5 EXISTING, PROPKSED, ACK x: _'d THEY MLFsT BE LOCATED WITHN wEDESTRLAIN CR 5WALX5 HO%A :. :.'L.ANS OR AS DIRECTED BY IHE UIUMEER. AND SHOULD NQ 1 - ,:,u% VEHICLE STOP LNwES E,e�STr4:: LIGHT POL€$,FIRE INLETS, ETC- ACCE'SSt86E ROUTES PROVIDE A CONTIHLOUS- I- r E] TABLE, FVW AM SLP RESIS.T/NT PATH CDNNEICTING ALL � r " .-L L_ --u NTS OF A FAC43TY rKAI 'AN BE.. ANPR'@ADIEO ENTERED 5411�� x X, - ^h 6 T3 oN PALr ..11 fSR T M TI PR VMFG THAT `•. AN0€ TS F T I C O .. 2' F/A'1 �y ATET, 2" HIGHER THAN '- T C., LIMITS OF 13E GRo55WAL1( AND - EDGE OF PAVEI`&NH .v}'L I . •I C• T+-lE OU1B HpE1NRNG IS A7 WiK SAME AS TOP OF CURB 9. TYP.7,A, LONCz6 I I I 41-FN THE €3NTRAM AtA 10ArtNDT TYPE C RArr C�Rum 1,, s ,i�l�. is �MME 2CIi1N ",NICE HEAVY TRUCK PARALLEL At PERPENDICULAR TRUCK-RAFFIC)FOR ;;:.....I ' --:-I- '_PTH, 10. WHFN CLHH RAMPS ARF E,'_.I-1:: .% CONJ(A42TION WITH A SHARED USE PATH.. T'11 WIN:IMJM WB)TH SHALL BE 1r1E WIDTH DF THE SHARED USE PATH 1.81' - 2-4" TR;,WGATEO DOME C-O O OII V n v O .5 D O D m 0 0 o 0 t 0 0 9 0 0' 0 0 U 0 0 C a + t 9 0 O 0 O 4 14 0 4 4 O O ❑ O p, n cr 0 0 0 0 4 O 0 0 0 0 0 0 Ca 0 4 IR D 4 0 C 0 0 O 0 0 0 0 O O O 0 a 50X - 65k OF BASE DINIETER 0 0 a 0 O a 0 0 d© 0 O 0 0 0 f0 L? 0 d] 0 1} K} G C❑ 4 4 {tl O I_ O.S11 41 M 1.4" VA411A'9 BASF OLAMETER iPAY Lk,NTS TRUNCATED DOME DETECTABLE WARNINGDETAIL DETAIL CG-12 DETECTABLE WARNING SURFACE Yaf«R`JCE 7105 GENERAL NOTES D- DC i 03.D5 '0HGNA, CEPMIUENI 'WiRAFJSP04'A"ICN NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 13" AS SHOWN. r NO ADJUSTMENT N THE PRICE NO IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. i 5. CO-2 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED CG 2" R fj 0,• ;A,• SURFACE DI�TD.�TD p. p. BASE D I SUBBASE 6" NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSIIF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB k GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB 6 GUTTER SHILL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CGB IS BASED ON ROADWAY CLASSIFICATION AND R DESIGN ROAD DDEOSIGN SHOWN AN UINL IN THAPPE SECTION F ON GS URBAN STANDARDS. • D o Is D D P, D F_ THE BOTTOM OF THE CURB AND 6„ 2._OMM GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MAY BE CONCRETE MINIMUM DEPTH OF 7" )PTION OF THE CONTRACTOR 6 MAINTAINED. ERENCE COMBINATION 6" CURB AND GUTTER ROAD AD BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20103 I I I I (RADIUS TO BE AS I" I TIT, STREET APPROACH SAE SUIffACINO AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) C C I - - - - - - - - I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND CUTTER CG-61(S NOTE 7) SIDEWALK Wi I (SEE NOTE 2) 6 16.. „ z I OPTIONAL 6" I'M ---- I rn EXPANSION JOINT o EX JO NOTE: WIDTH "B" 2'-0" OR AS MA4LNE ROADWAY SHOWN ON TYPICAL SECTION. A� PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR 6%MAR• D 'P�� CHANGE ® - OPTIONAL FLOW LINE - � D MAINLINE ROADWAY ` -- B% MAX, ® - - D SLOPE CHANGE - - - I D GENERAL NOTES L WHEN OG-111S USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH THE AASTHE POLICY AD THE APPLICABLE REQUIREMENTS OF Y00T ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK 6 CURB RAPS WITHIN THE LIMITS OF THE RADISHOULD BE INCREASED TO 7 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG7,THE CURB FACE ON THIS STANDARD R TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAW DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES 6. PLAINS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE 15 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) a. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. S. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B ENTRANCE VOLUME GRADE CHANGE DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 1 500-1500 VPD s 3 E 8 % LOW I LESS THAN 500 VPD s 8 % 8 % CLASS A3 .l'. , ►. RV I W A UWFtlLE LR I HIPW a satrua I MLIL IO NU I MCONNECTIONS .E.S.) �' . f, • ' ►. ' •' ►• ' ►, • ►, - APPLICABLE TO STREET COECTIONS CONCRETE ' SECTION C-C CG-11 1v DoT STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE I 1 1 REFERENCE METHOD OF TREATL"T- ROAD AND BRIDGE STANDARDS STANDARD 6 CURB ROAD AND BRIDGE SPECIFICATON SHEET 1 OF 1 REVISION DATE 502 105 REVISION DATE SHEET 1 OF 1 502 REV 8/07 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION AND COMMERCIAL ENTRANCES CONNECTION FOR STREET INTERSECTIONS 203.03 201.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 ACSA GENERAL WATER & SEWER CONDITIONS 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. 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). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL F 24" IN INITIAL C3,A.CKFILL 24 IN 71, &'8" 8° MIN- MIN-��, MIN. 6" BEDDING #68 STC'NE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MIN INITIAL BACKFILL 4'MI UNSTABLE SAIL\ MIN. MIN.- = MIN MIN. #68 STONE `r •'.�..=-•-GRANULAR FILL AS APPROVED BY ACSA �ABL SOIL 0 ROCKS STABLE SOIL CR 'ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN G" IN ANY DIMENSION SHALL of ALLOWEID 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 ALL'CWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLA.TICN 8c BEDDINC NTS FIG. W'-2 TD-2 0 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 W/' LID _VE G ARE.A. NOTE IN REMOTE AREAS, VALVE 80)(ES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD- 9 1/8 BEND T NOT NQ DUAL SERVICE SINGLE SERVICE NOTE: t SAODLES SHALL SE USED ON PVC PIPE. + 1INPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRICATION SERVICES- 2' R •" ^`tMPRE$$10FI x 3/4" MALE PIPE COUPLING. PPRDVED EDU AL OR USE C UETACHECI SINGLE FAMILY tESIDENIIAL SERVICE WHERE AN IRRIGATION d E7ER IS NOT PRDVIDEO. NLcaarcr TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG- W-6A TD-10 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOJCH READ METERS, TYPICAL METER BOXES (5/8'r 1 " METERS) NTS FIG. W-7 TD-13 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES _101t_ 101± 5 10' - 5' WATER SEWER 3 � o � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER SEWER 30' MINIMUM )I SEE PART 3, PARAGRAPH Dl SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARTOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 11 6 MIN (270-) 2" TO 16• 1 B 22" 7 CU, FT. VALVE COX #68 STONE ,,4n4 42"MIN ` 'V GATE t VALVE B„ X 5" TEE 2500 P.S.I. CONCRETE r BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE 50IL, STEEL PILE rRESTRAINED JOINT FITTINGS 'r4HEN THE SDIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE A STEEL PILE SHALL RE USED AS ADDITIONAL SUPPORT NOTE L 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 15 ALLCWED IN SHOULDER CR BEHIND THE DITCH. IT IS NOT ALLCVAED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF RECUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL HE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TDP- U SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. f MAIN LINE _z 2' MIN SALT TREATED FINISHED• GROUND 2 X 4 MARKER SEWER SERVICE LATERAL CONNEC70N N.T.S. FIG. S-2 TD-33 Alignment: Lochly Bill Drive -Nicholson Street Description: Cure Point Data Description Station Northing g Eas ' MPnB PC: 8+47.415 19144.164 19851.277 RP: 18860.511 19940.815 PT: 9+89.708 19153540 19991.905 Circular Curve Data Parameter Value Parameter Value Delta: 27' 24' 32.4144" Type: RIGHT Radius: 297A49 Length: 142293 Tangent: 72.535 Mid -Ord: 9.468 ExtemaL 8.716 Chard: 140.940 Course: N 86° 11' 07.8682" E T gent Data Description PT Station Northing Easting Star, 9+89.708 19153540 19991.905 End: 10+01.115 19151577 20003.141 Tangent Data Parameter Value Parameter Value Length: 11.407 Course: S 80° 05' 31.8390" E Cone Poim Data Description Station Northing Easting PC: 10+01.115 19151577 20003.141 RP: 18957.167 19968.344 PT: 12+55.928 18977570 20164.788 Circular Curve Data Parameter Value Parameter Value Delm: 73° 55' 212698" TyTe: RIGHT Radius: 197500 Length, 254.813 Tamt m: 148-618 Mid -Ord: 39.689 External: 49.671 Chord: 237.504 Course: S 42' 53' 273738" E Tmgent Dam Description PT Station Northing Eating Starr. 12+55.928 18977.570 20164-788 End: 12+72.191 18961.394 20166.469 Tangent Data Parameter Value Parameter Value Length: 16262 Course: S 05' 55' 46.7393" E Curve Poim Data Description Station Northing Eastmg PC: 12+72-191 18961.394 20166.468 RP: 18920.071 19768.609 PCC: 13+12-480 18921.179 20168.606 Circular Curve Data Parameter Value Parameter Value Delta 05° 46' 15-7203" Type: RIGHT Radius. 400.000 Length: 40289 Tangent. 20162 Mid -Ord: 0.507 Externel: 0508 Chard: 40.272 Course: S 03° 02' 38.8791" E Alignment: ELLISON ALLEY Description: Tangent Data D-6ption PT Station Northing Eating 1t:u1 10-00.000 19268.440 20128.933 End. 11+22.355 19211.399 20237.178 Tangent Dam Parameter Value Parameter Value Length: 122.355 Course: S 62° 12' 44.5336" E Curve Point Data Description Station Northing Eating PC: 11+22.355 19211.399 20237.178 RP: 18777.904 20009.743 PT: 11+77.336 19183.094 20294.280 Circular Curve Data Parameter Value Parameter Value Delta: 06° 25' 43.9987" Type: RIGHT Radius: 490.000 Length: 54.981 Tangent: 27.519 Mid -Ord: 0.771 External: 0.772 Chord: 54.952 Course: S 59' 59'52.5343" E Tangent Data Description PT Station Northing Easting Start: 11+77.336 19183.094 20284.280 End: 11+98.017 19171.465 20301.382 Tangent Dam Parameter Value Parameter Value Length: 'O 6s 1 Course: S 55° 4T 00.5349" E Alignment: PEN PAR%LANE EAST Description: Tangent Data ' tion PT Station Northing g Earring Start: 11 88.471 19557-618 19846274 End: 17+67.517 I9287.391 20358399 Tangent Data Parameter Value Parameter Value Length: 579 046 Course: S 62' 10' 52 5827" E Cun-e Point Data Description Station Northing Easting PC: 17+67.517 19287.391 20358399 RP: 19112.716 20266231 PT: 19+63.872 19130.677 20462.912 Circular Curve Data Parameter Value Parameter Value Delte, 56° 5748.5827•' Type: RIGHT Radius: 197.500 Length: 196355 Tangent: 107152 Mid -Ord: 23.904 Estemal: 27.195 Chord: 188367 Course: S 33° 41' 582913" E Tangent Data Description PT Station '.Worthing Easting St, St: 19+63.872 19130.677 20462912 End: 21+43-291 18952.002 20479229 Tangent Data Parameter Value Parameter Value Length: 179.419 Course: S 05' 13' 04.0001" E Cun-e Point Data Description Station Northing Eating PC: 21443291 18952.002 20479229 RP: 18933.814 20280.058 PCC: 21+73.692 18921.634 20479.686 Circular Cure Data Parameter Value Parameter Value Delta: 08G 42' 32.6992" Type: RIGHT Radius- 200-000 Length: 30.400 Tangent: 15230 Mid -Ord: 0.577 External: 0.579 Chord: 30371 Course: S 00G 51' 47 6509" E Curve Point Data Description Station 'Worthing Easting PCC: 21+73.692 18921.634 20479.686 RP: 18946.614 20075.457 PT: 22+19.510 18876-160 20474292 Circular Curve Data Parameter Value Parameter Value Delia: 06° 28' 55.15fi0" Type: RIGHT Radius: 405 000 Length: 45.818 Tangent: 22.934 Mid -Ord: 0-648 Fxte..,al 0.649 Chard: 45.794 Course: S 06G 46' 37.5488- W Alignment: Evans Alley Description: Tangent Dam Description PT Station Northing Easting Start: 10+00.000 19132.781 20058310 End: 10+77208 19202.337 2009222_' Tangent Data Parameter Value Parameter Value Length: 77.208 Course: N 25' 43' 273652" E Curve Point Data Description Station -Northing Eastiag PC: 10+77108 19202.337 20092122 RP: 18985.317 20542.668 PT: 11+16.309 19236.862 20110.551 Circular Curve Dam Parameter Value Parameter Value Delta: 04° 28' 49.6343" Ty pe: RIGHT Radius: 500.000 Length: 39.099 Tangent: 19.560 Mid -Ord: 0382 External: 0.392 Chord: 39.089 Course: N 27' 5T 52.1824" E Tangent Dam Description PT Station Northing Eating Start: 11+16.308 19236.862 20110.551 End: 11+52.001 19267.710 20128.509 Tangent Dam Parameter Value Parameter Value Length: 35-694 Course: N 30' IX 16.9995" E Curve Point Data Description Station Northing Easting PC: 11+52.001 19267.710 20128.509 RP: 19770.801 19264.275 PT: 11+94.188 193D4.605 20148.957 Circular Curve Data Parameter Valne, Parameter Value Delia: 02° 25' 01.5333" Type: LEFT Radius: 1000.000 Length: 42.186 Tangent: 21.096 Mid -Ord: 0.222 External: 0.223 Chord: 42.183 Course: N 28° 59' 46.2328" E Tangent Data Description PT Station :Worthing Eastirrg Start: 11+94.188 193D4.605 20148.957 End: 12+76.704 1937T606 20187-426 Tangent Data Parameter Value Parameter Value Length: 82.517 Course: N 27' 4T 15.4662" E REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) (6" THOROUGHLY COMPACTED SPRING LINE OF PIPE BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 168 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 �H 0�1 � SCOTT R. COLLINS No. 35791 � �IONAL �� z Q O ) U � I�ti ZLU U0 LU O U)0 Q LU z W CD N M M Z� M N � M � z 1 N � O fles w N 0 N Q W > w Q J z rr_I Q uL w uj L9~� 0 O w J06 z Q (j) Q _ = w Wc � l-"- o 1 J z w = � z ) Z� U) w U - O mow/ J U) U) Uj Mw V O O N U LU O 0 0- LU LU _ vI JOB NO. 112062 SCALE AS SHOWN SHEET NO. 8 o� z �o Iw N w � z N CD -0 z 0 w z �J �J Cno _0 0 0 o 0, c E T � o � H -0 �0 U U z w � w z U � o z, w -a Un a z w w O L5 U -0 o � T s= 0 U ? (n) Ill > 0 U N O o CO u� o �- - ' 2831503 �E/y pq� I -� - 605 (PLAT) LANE EA i RTE 1481 ` k PHASE IV STRUCTURES 202 0.22 0.50 5.0 10+30.84 - - 442 4 204 0.11 0.70 5.0 12+26.20 / \r RF �qNF 42..3 / 206 0.37 0.50 13.5 12+58.46 208 0.38 0.40 13.5 12+93.01 1 210 0.09 0.63 5.0 13+16.22 212 0.27 0.50 5.0 10+32.14 - 1 ` 214 0.52 0.50 5.0 10+92.65 1 216 0.19 0.58 5.0 11+51.83 � 1 TOP 6-06-1A-00100 � �� � � HAIGHT M AEL ROSE 218 0.41 0.80 5.0 12+01.19 1 COLLEEN TRICIA GILLIS �� 220 0.00 0.30 5.0 12+89.63 ZONING. R-4 ° �� \ TUP 4RR- 1 222 0.18 0.63 5.0 13+48.22 Structure Area Cw t� Station (Acres) in. 6 • 228 0.06 0.80 5.0 10+69.33 - - 2 _ PUBLIC GOLF COURSE - - - 686" 230 0.16 0.63 5.0 10+32.14 442 _ - - F 1Sj I �03��0 232 0.30 0.68 5.0 10+33.54 234 0.22 0.63 5.0 10+65.42 DENSE TREES � • 1,9' �� ��', � ���.H�/0 4�8- TMP 61A0_0 IA 00200 236 0.28 0.45 6.0 12+24.85 M 1 EARL CHANDL PARKER \ -� LINDA MARI ARKER 238 0.40 0.40 13.0 12+61.43 3 \ 240 0.39 0.40 14.0 13+62.51 ZONING: 4 _ _ � -- IRF- ��� 241 \ n USE SFD UNIT 1 -- 242 0.27 0.46 13.0 12+51.68 1 1 ' = D.B. 48,9 9 - . _ _ �,., " � 214 STR 0.10 0.40 5.0 - A 43 - \ 226 214 YD A 0.06 0.50 5.0 1 214 YD B 0.10 0.50 5.0 _ 214YDC 000 050 50 ° IRF ' - . � p - 3 DEC" 214YDD 026 050 50 1- r 1 _ � 225 TMP 61A0 1A00300 � T, ,J J • , , ' Q o q� - \ --' Z HENRY_C CHAIKLIN & DECK D\----- ZONIN R 4 Rwa ���..v� TF� � GRAPHIC SCALE KATHFRINE L UISE PECK I 1 USE., SF UNIT - !� RF 1 - - 418 / 30 0 15 30 60 120 1 o �\ 1 D.B. 4794, PC, 13 /_ _ _ � _ 224 Ar� ` � � �� Ijr � 1N FEET LOT 22 � M 1 inch = 30 ft. 1 M 1 TMP 61AO-06-1A-00400 PC AF CORBETTELL CORBETT �s� \ - 223 3 zoNIN R-4 LOT 21 \ 1 do a USE: S UNIT D.B. 485 5 1 _ �Q FH 230 - - 3 ,4 240 , i a'_\ \ \ LOT 20 62° m _- \ 12 1 .y LOT19 �6FS \ �6 39 2 \ \ 1- \ems 229 ` \ 1 1 5 N y v \ \ IRF TMP 61A0-06-1A-0 IRF \ \ \ \ \ / LOT18 / \ HOL NELSON DAVIS v v 239 v v v 236 A` ' 3 KING: R-4 LOT 1 222 SFD UNIT ' � ° _ 1 IRF IRF \ D.B. 737, PG. 581 \ ` LOT 16 o 34 - ° % LOT 15 \ J 221 o - - � LOT 1 238 � � (�3' F<<� �/ �' � • ., .P , , \ c o o 13 roe pRigsoNq OT 1 L 4 o� LOT 2 o F LOT 13 M Nr FFq BEY 220 � ,v v � 235 � a TyMF�01N - TMP 61AO 6-IA-00600 v ' ✓ ,, RF VAN DER l OORZ, THOMAS L JR LOT 3 v _ OR JO L HORN C) g i° 3 USE FD UNLT I 000 1 D.B. 4619, PG. 485 + 0 - _ - - - - - - - `�� \ \ - b. Q IQ 208 / v v �. \y I BENCH MARK 3 - �ocN��NE -- _ T 4 s \ 228 227 IRON ROD ° ° 14 a - / ELEV 396 2 ' ° . a ° 206 L 207 209 210 _ SED LOCHLYN _ �,_ \ J. � � - - ,-�_218 LOT 12 u 3 ' W ° W - ILL DRIVE " - W ow ° _ - --- -- LOT�5 � 217 1 I I 388.3 216 C, YD V° �Y �Y y °L W - � 'I 8"ADS LOT6 I - FAIN BAST 3877 ° w y v ,: .v v OP I I I LOT 11 o �8 .� v,� y y215 I I I I V s I L_-J 11 / I / __�AD .i w w i \ YD D / / \ \I , DRAIN BA I ' I 588.8 _ w � v w v 18" AD // \� A I I 8"'ADS TOP=400.5 - \ I / _- .c v. �. .� .y7 .� \ '�, \ ° D SIN .� i DRYaIN B SIN �� v v. I w ��� v .v �� v v r v �� �° 1 T =400.0 t OP=40 \I LOT 10 v I \ 13873 ° W Vc �Y J� �Y �Y �Y \ \ �c / � I IJ� �� LOT 7 ° IV J, � �L �L �L �Y y y y y y W v � �y � I I \ -- DAM BREAK_ s ��, � C-FIC '- INUNDATION \. / w y w w w y w y v v w t \ \ Z6NE- / LOCHLVN HILL m ( R COUNTY GIs) 1 - / w �. �. u• � w, � u. w w �. � �. w •v � w w .� w �. \ � . PARK - CURRENTL V r / CITY OF CHARLOTTES&LF- r i UNDER CONSTRUCTION / = - �' y y y y y 1 PARCEL A, PEN PARK -- - �Y- y i �Y �Y �Y �y y \ r it I 213 I'' 234 USE.- PUBLIC GOLF COURSE \ \ I DB 501-427, 432 PLAT -- J MP 6 AO-06 IB-000AO W w w w w w w w w w w LOT 9 232 y \ ° V I 233 LOCH N HILL DEVELOPMENT / w w w w w w u u u w w u u u u u w w u _ / LOT 8 -- - �,� GAUP LLC � - - � - a L0 LYN-ILL-OPEN SPACE 1B-A- .b w w w w w IV w v w w v f v l i / � .. � v ,� i v v �- v �,i I I \ \ _ -- - EX 60 - 231 B. 4416, PG. 197, 243-(PLAT) - 202 v ` - - - _-- ( y � "Ilk w , w v u � w I. lk --w - w lk 1p IV w X / 211 _------ - - - - -- _ RF 212 E 2i 25:0� - - W- 86° W 623.15 ' 201 - _ -- - -- --- - - -- 35.82 - -- _ -- r EX 58 41 - - 1 / 7• - d9 _- Sd9 - Stl -Stl9 - Sd ICATIO ¢ 3 9 9� � R DED _ 362.2f�, S - ---- - _ - - / - - _ ° -- - - --- -- Stl9 - Sd9 - d9 - S�7 -Stl9 (n N LY UNDE M N M EX 96 � FO � I -Stl9 - Sd9 Sd9 - Sd9 M M '"1N• - - '_' - I.. - _ _ __ 99 TI S ° 13 Z / E ��� _ _ a - S d9 Sd i M M M 21A o ° - ° COMMON AREA ///�/� 41� 1HERLANU_ M _M - M - M - - __- 1 \�` ' -._ P E N S��rE 2 sd9 5 9 - stiT (53.5' Rlw) M _� I - ----- - - - -- I l -Sd9 Sd9 M ����re'�ZTJ� - - ---.-__-_ q ° _------- --------------' - - ------------------- _ - < og�� Sy - Sd9 - - --- 5d9 M a ��` 4 2 o ° 5,9 M M sbg ,H op; F SCOTT R. COLLINS No. 35791 z O z O a � Z " no m w � C) � Oz � o a w z 1�■1 W w 0 N M d) Lu CM cv` z N N 4 z 1 Q CN O � w N 0 N Q W > O J zW Q J z Q U) LL C W > W ~ V O W Q z � z Q _ W0 � LL 0 J `1 W � z U) Z� U - w O LU U) W 0 Q N w r-)-, d W � JOB NO. 112062 SCALE 1 "=30' SHEET NO. 9 N� a� 0 o 0, C7 E T � O _O -0 �0 o �- U z� w w z U � o z, w -a cf� C z a 0)E U D O 0�: O > U n O o C0 435 430 425 420 415 410 405 400 395 390 710 375 370 365 36o 355 350 345 340 335 10+00 10+50 11+00 11+50 a_ O w 0n Q w L11 z J Y ib < � Q w Li) 't z W > ui l_1 J Zw _ � iA Ln o X ri W rn + ri z � W L m �, O O N rn L!1 � M m 12+00 LOW PT STA:14+85.00 LOW PT ELEV: 429.02 PVI STA:13+80.00 PVI ELEV:419. 5 K:26.13 LVG210.o0 SSD=150' 0 N �` + O N C\13ri Lj V U > m m 3.5' O N O O Ln M 00 r It H W V1 V U > W PROPOSED FIRE HYDRANT ASSEMBLY CONNECT T©PARALLEL io" D.I.P. WATERLINE 1o"x6" T.S.& V. 6" G.V. EYE S,D 3.5' .50% LJJ J 80 J Qo6 L z j w W J Z w O_ N F- V r- u1 + (n U- W Q I- z j0 00 H kD ri 111 o U v� > m m i EXISTING 18" RWSA WATERLINE 5 0 2.5 5 10 20 HIGH PT STA: 16+7 .00 HIGH PT ELEV: 41 .07 ( IN FEET ) VI STA:17+75_a VI ELEV:417-5 K:22.23 LVC:2o0.00 HORIZONTAL SCALE SSD=219' 0 o 50 0 25 50 100 zoo Ln 00 r*l o rlw U W IN F�ET w 1 inch 50 ) ft. LOW PT STA: 20 92.43 OBJ. LOW PT ELEV: 90.04 3.5' O �, PVI STA:20+3 -93 `, PVI ELEV:39 .97 3.5' *� 1<:26.o LVC:117.0 � n SSD=168' + rn rn .. EXISTING 1o" riLn WATERLINE u m 0 m ` PROPOSE: D 1o"x6" T.S.& . ` 450BEN ` 80- ;9 ` `. 00 0 LOCATION OF ADA CROSSWALK PROPOSED 6" CL. 52 I.P. WATER INE \ OPOSED FIR HYDRANT ASSEMBLY go° BEND 6" G.V. NO 7-ES.- 1, PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305. OF 2' COVER OVER STO M PIPES MUST BE PROM ED. 2. ALL ROADWA Y EMBANKMENT MATERIA SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUC ESSI VE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2001 ROAD AND BRIDGE SPECIFICATI N 303.04, 3, ALL FILL MUST MEET 95 COMPACTIo . 4. MINIMUM 3' OF CODER M ST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER M ST BE MAINTAINED OVEF W L. 6. MINIMUM I' F VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. OF SEPAR TION BET WE N W/L & S NITARY SEWER MUST BE PROVIDED. 7. VDOT STD. l 1 INLET SHAPING REQU RED ON ALL STRUCTURES. 8. VDOT STD S 1 SAFETY SLAB REQUIRED ON ALL STRUCTURES 9. VDOT STD S -1 STEPS REQUIRED ON ALL STRUCTURES 4' DEE OR GREA TE , 10. THE DUCTILE IRON WA TE LINES SHALL BE WRAPPED IN POL YETHYLE E ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECT D DURING l!1 ri 00 ri O lD 00 w N M N M m N 00 lD Ln LP1 "t O It lD M O to r� N N to N I� ci O ri N Ol ri N 't ri 00 O 00 N lD Ln 00 lD ri 00 �i• Ol 't I� of Lf1 lD �t �t ci ri 00 N �t 00 m n M lD Ql of I� M OO m�trn 0 N�trq NM Nt OO N.t cn ri 00 00 00 00 00 r 00 ^ D ri O O '1O O r- 0') �r rn m 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 V w IGH PT ELEV: J87.36 PVI STA:21+8 1 .53 PVI ELEV:385-49 K:15.o0 LVC:75.00 o SSD=253' o N 00 +rn + M ` N N N W EYE Ln v 3.5' w S, 0 moo m ` w Ls O 2 7, 7SED-A8-qEND PROPOSED 8"x8" TEE 8" G.V. AND \` 8" D. I. W/L �O CONNECTION TO 18" o RW A LINE - SEE SHEET FOR DETAILS 1.62' \ 15' STM , 0-f PROPOSED 8" D. I. W/L F PROPOSED RE HYDRANT ASSEMBLY w 8"x6" TEE v~1 w 1-6" G.V. Q w W ~ w z QIt U') Z p O O W O Q Ol N J J n Qf o w 00 00 Q Z m > > w > Z F- w W W D W J o_ J to J 0 w W W Z O r, _O r Ln rj v N vI'D X W + O LU (n + cI uJ Ln + N M N M N Q W Q W Q z z W I Ln In Ln �t Ln L. � O tD 00 00 CO 00 00 O NO M Q1 ri o> 0) 00 . n 00 00 ^ M 00 00 M 00 00 n 00 0. M ^ n 00 00 ^ L.o . M 00 L.D 00 M Ol lD Lf1 61 m M m M M M M rn M M M M M (r1 M M M M m 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 ( -1 w CeVAV V-J,H 0 SCOTT R. COLLINS No. 35791 �hl A15,10NAL E 1 Qj M C'7 z Q N d" >_ Co � z OW PT STA:26+2 i L WC)P T G I� : I STA:25+24.2 Cy) ELEV:351.41 w -C K:26.25 LVC:210.00 \ w Q Q 0 a L UJ � = LJ_Lr J zQ � _ z 0� w L9 >C C C 0 z w Q F-1 -C 1--I .0 c a W U 016 a L Q C I --I Q > w = 0 ul z_ U) -j LL L `LL Z z W Uz w 0 z c v! c > � a c J w a x a O c U N U a rW-) 0< CL L~L1 W _ V) JOB NO. a N m 00 O 112062 U U) U-)ry) Iri n rvi C SCALE C AS SHOWN LC c 25+00 251 SHEET NO. c a a 10 U s c� z w W z CD z w LO z 0 0 0 U x 5 0 V) E U 0 U a o; a 0 U C 0 U 0 a� s= 0 C N U O 0 a cl T c 0 �C HIGH PT STA: 7+82.00 HIGH PT ELEV: 426.98 PVI STA:7+91.75 PVI ELEV:432.90 K:18.93 LVC:3oo.00 A') EXISTING VERTICAL CURVE � N `1 O 't N + a� 0i W V U 430 \ > w SSD=88o' 430 _ OW PT STA: 9+85.00 35 9, OW PT ELEV: 416.6S PVI STA:9+75.00 sin 8+47 ELEV.'-4� s.ao PVI ELEV:417.43 As-BUIL'f� SSD= K:30.70 552' 2 425 LVC:2o.00 HIGH PT STA: 1o+18.95 42 5 Q O HIGH PT ELEV: PVI STA:1o+33-95 Lrn 00 Ln � H 00 PVI ELEV:412.84 LOW PT STA: 13+13 34 �- LOW PT ELEV: 393.38 rn LLi Q1 w K:14.91 PVI STA:12+11.84 � > v > LVC:30.00 ` PVI ELEV:395-41 420 > m > W �� m W Ln o Ln r-, K:26.o1 420 � a 00 � 0 LVC:203.00 EXISTING 8" D.I. rl + + � s- WATERLINE o o w O w M`° SSD=163 Moo REMOVE PLUG AND U U m > w O U-) r w r) rn M m 415 TIE INTO \L ], m_ go \` U H UJ 1 L;i U 4 5 EXISTING 8" D.I. - ° > m u w WATERLINE m W WITH PROPOSED 8" D.I.P WATERLINE ` EYE 3.5' 410 410 :9 �. 0 ` SQ ~�?8p, HIGN PT STA:13+21.50 PROPOSED 8" CL. 52 D.I.P HIG PT ELEV: 393.22 WATERLINE PVI STA:13+64.00 405 �` VI ELEV:392.hO5 1<:12.68 LVC:85.00 ` O NN SSa=204' Ln N 400 400 .. UJ V \ > m 00 LOCATION CF .ADA CROSS -3.56% 395 _ 395 _ -2. oo/d OBJ. 390 390 PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED ---- go' BEND 6" G.V. 8"x8"TEE 38- 3-8" G.V. 385 38o I I I I 38o 375 1 1 1 1 375 1 370 1 1 1 1 370 1 365 1 1 I 1 365I 36o w 36o LLI O LLI a O V) W W 0 > W z � > J 355 J = 355 z _ LLI o, _ Ln,� iN JLr) JN Q O z� >-Ln z �t U r z I _ rn rn > uj U > U > _j W w o w350 mw 350 W z p m F- r, � �. Ln a) zco M w+ m U Ln +0 It 00 z 00 Ln W ri W I N ci z F N H W p Ln 345 m Ln z Ln w L~n W Ln 345 rl H Ql ^ 0 l0 r,,� ^ rn O � It -1- O � 00 ^ o I� N O � oo ^ N n r, Ln ci M m r-I Ln Ln M 00 �y ,1 M l0 00 Lp Ln r- Ln N M r;,co Ln Ol Lil �t Ln N ci N M l6 Ln I� rl It H W 't �t Li, M l0 r;, N M N N It N N It N i-I r-I It ci O 't M O M Ql M M Ol M O1 Q1 M M Ql M 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 LOCHLYN HILL DRIVE-NICHOLSON STREET 13+00 13+50 4LK NO TES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305, 1, HDPE IS AN ACCEPTABLE AL TERNA TI VE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LA YERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. I5-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREA TER, 10, THE DUCTILE IRON WA TERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. LOW PT STA: 1o+16.67 LOW PT ELEV: 410.02 DWI CTA •, nip r nn LOW PT STA: 1o+84.31 LOW PT ELEV: 410.68 PVI STA:11+29.31 PVI ELEV:411.13 K:17.97 LVC:go.00 rl Mkp -: H IG H PT STA:12+66.42 HIGH PT ELEV: 418.37 PVI STA:12+41.42 PVI ELEV:417.87 K:12.47 LVC:So.00 �� �00 + + � w �4 PVI ELEV:409.99 o+o + It u m v w K:3.33 ° Iii 'i W m > Lu 420 LVC-o.00 V > U > 420 BVCS:1o+10.0o m w W BVCE: 410.09 m 2 p0o ° EVCS:10+20.00 EVCE: 410.04 / 415 oti 415 410 00 1. 0% 410 Q W W J z W J 80 405 >_ o W 00 40S C) CL ° J>=J> z> J 2 W W _I W W W W J ZLn z O W z O w J _ 400 Ln V co LLn U + 400 U o0 w + w WH W w� u, 398 z z z 398 Ln Ln Ln Ql m M O M � 0 0 i-I It Ql H Ln 00 ci rn m0 00 rn 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 EVANS ALLEY PRIVATE ALLEY DESIGN SPEED=20 MPH VERTICAL SCALE 5 0 2.5 5 10 �G ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 2 HIGH PT STA: 1o+lo.00 HIGH PT ELEV: 412.47 PVI STA:10+25.00 PVI ELEV:412.17 K:12.o0 LVC:3o.o0 00 00 0 N ( IN FEET ) 1 inch = 50 ft. LOW PT STA:11+82.50 0 u v PVI STA:=+5o.00 415 i m v w PVI ELEV:4o6.54 415 m w K:26.00 LVC:65.00 o LOn o °Ln olo I� 00 N Ln H O 00 O 410 '�. ° �+i .t + .t Lii L1J 410 U > m W W 0000 4p5 N 4p5 � W W J � J Q O O Ln 400 a o 400 > 0 W `i Q 398 - 398 Ln n N m 0-) -4--rid- 00 't Ln � `i I\ It ul LO O � 0 ° 0 9+75 10+00 10+50 11+00 11+50 12+00 12+25 ELLISON ALLEY PRIVATE ALLEY DESIGN SPEED=20 MPH r SC0TT R. COLLINS No. 35791 o� � S`IONAL ti z � o a ~ U) Z" 2: UO) m W no o � Oz O Q w z N W w 0 N M m CM Z C'7 � N C'7 � z 1 N W N 0 N Q W > w J W _I J Q t� L.L J z 0 > i--i al� LL. 0- L9 W 1-� 0 Lu z Q �- W � °� 66 1 Q i--i Q = 0 ulw � z � z U) I_ J _ w U - W 0 J U) W 0 V 0 0 N Lu w d W (n JOB NO. 112062 SCALE AS SHOWN SHEET NO. 11 0 �0 N U D O o �o 415 410 STR:202 VDOT STD. DI-313, L=8' STA. 1o+3o.84 TP=395.71 INV IN: 388.85 TO 204 INV IN: 388.85 TO 212 INV OUT: 388.75 TO EX 94 STR:EX 94 DI-3B; L=14' STA. 17+58.41 TP=394.39 INV IN: 388.10 TO EX 96 INV IN: 388.10 TO 202 INV OUT: 388.00 TO 92 1 395 390 385 382 Oo M 9+75 10+00 STR:202 VDOT STD. DI-313, L=8' STA. 10+30.84 INV IN: 3 INV IN: INV OUT: 3& VER` iCAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET 1 inch = 50 ft. STR:2o6 VDOT STD. DI-313, L=12' STA.12+58.46 TP=413.42 INV IN: 405.00 TO 208 INV OUT: 4o4.go TO 204 STR:204 VDOT STD. DI-313, L=8' STA.12+26.20 TP=413.62 INV IN: 404.70 TO 2o6 / INV OUT: 404.6o TO 202 / 1.9 8" V -s- 20 200 NO TES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305. 1, HDPE IS AN ACCEPTABLE AL TERNA TI VE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LA YERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 5' OF CORER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL. 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. VDOT STD ST I STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREA TER. 70. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. STR:208 VDOT STD. DI-313, L=6' STA.12+93.01 TP=41o.55 INV IN: 405.33 TO 210 INV OUT: 405.23 TO 2o6 415 STR:210 VDOT STD. DI-313, L=6' STA.13+16.22 TP=410.57 INV OUT: 405.5o TO 208 410 -(PIPE 209)15" RCPIII 19.21LFQa 0.730/0 (PIPE 207)15 RCP III 30.55 LF @a o.67% (PIPE 205)15" RCP III 400 28.26 LF @a o.62% 420 41-5 410 405 400 STR:EX 62 DI-313; L=14' STA.16+77.12 TP=391.32 INV IN: 385.4o TO 214 INV OUT: 382.4o TO EX 6o 1 390 385 STR:22o VDOT STD. MH-1 STA.12+89.63 TP=412.17 INV IN: 405.04 TO 222 INV OUT: 404.94 TO 218 STR:218 VDOT STD. DI-313, L=1o' STA. 12+01.19 TP=4o5.go INV IN: 400.42 TO 228 _ INV IN: 400.42 TO 220 INV OUT: 400.32 TO 216 STR:216 VDOT STD. DI-3C, L=6' STA.11+51.83 TP=405.16 INV IN: 398.00 TO 218 1/ INV OUT: 397.go TO 214 STR:214 VDOT STD. DI-7 / IQ�PE22� 15�3��% STA.1o+92.65 5� 59 TP=398.o0 C. INV IN: 393.00 TO 216 1 y5 R yyo�o INV OUT: 392.90 TO EX 62 R Oolell,2y�115 �-� STM - E / \_(PIPE 215)15" RCP III 55.18 LF @a 8.28% (PIPE 213)15" RCP III 88.65 LF @a 8.1o% STR:222 VDOT STD. DI-313, L=8' STA.13+48.22 TP=415.84 INV IN: 407.33 TO 224 INV IN: 407.33 TO 230 INV OUT: 407.23 TO 220 85' EX. 0" W/L -STM (PIPE 223)15' RCP II► �30.61 LF Qa 1.34% 1 5' STM - EX. 8" SAN MUST BE FI LD VERIFIED STR:224 VDOT STD. DI-313, L=6' STA.15+82.83 TP=418.91 INV IN: 410.57TO 226 INV IN: 410.57TO 242 INV OUT: 410.47 TO 222 STR:226 VDOT STD. DI-313, L=6' STA.16+15.00 TP=418.84 INV OUT: 410.88 TO 224 �F2� Ex, 18" W/L -STM (PIP 225)15"RC o III 28.17 LF @a 0.95 /o 415 410 405 400 395 390 385 �Ce oq IV 395 395 38o 380 Q y�y:5 390 375 375 (PIPE 201)15" RCP III 26.84 LF @ 2.11% 385 370 370 382 368 j 368 N �.D O m 't m lD Ln m O I'O 00 M � 00 O N 00 lD M o1 �D `� lD � � N O ci O O M N ci � O r- N In � m 00 � M N � lD Ln �i' O ci 00 N N M H ci Ln Ln � M N O � O 'i N �-i M I� l0 O 00 I� H Ql lD N Ln N I� Ln 00 4 al rl n'1 n O rj n u! O I, Li) Li) a) ^ M r,, lD Li) n ^ n o6 n W O0 06 Ql 00 O Ol 00 Cl a) O O � ci r I ci r I ri c� m m d O c� `1 r,,.1 Ol m Q1 ,.,.1 rn m O O O `i `i `i ci 1 ci 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 g+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 16+75 STR 210 -STR EX 94 STR 226 - STR EX 62 STR:212 VDOT STD. DI-313, L=1o' f-T A - _ . _ _ - . ) 202 9+75 10+00 10+50 10+75 STR 212 - STR 202 STR:242 VDOT STD. DI-313, L=8' STR:224 VDOT STD. DI-3B, L=6' STA. 12+51.68 STA.15+82.83 TP=428.15 TP=418.91 INV OUT: 421.17 TO 224 INV IN: 410.57TO 226 INV IN: 410.57 TO 242 INV OUT: 410.47 TO 2221 1A 9+75 10+00 10+50 11+00 11+50 12+00 12+50 STR 242 - STR 224 13+00 13+25 SCOTT R. COLLINS No. 35791 1�0�/��SIIOIVAL ti z o a U) cnLO Z" U) m w O z _j Ln Q Ln w z W 0 N M M Z C'7 � N d' CY) � z Q N � O W N 0 N Q W > w W J J Q z w 0 w w z Q Q Q _ = z w V � Q J = ulw � z ) Z�/ / / � w U _ Lu 0 I..L J U) v`/ 1 1 Mw 0 O O N Lu W O CL w (n JOB NO. 112062 SCALE AS SHOWN SHEET NO. 12 o� z a �w NW �z N CD � z w 0 c cn Z J �0 o u o ,� O N �o 5 VER` iCAL SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET 1 inch 50 ft. 20 200 STR:222 VDOT STD. DI-313, L=8' STA.13+48.22 TP=415.84 INV IN: 407.33 TO 224 INV IN: 407.33 TO 230 INV OUT: 407.23 TO 220 i � r 410 405 402 NO TES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305. 1, HDPE IS AN ACCEPTABLE AL TERNA TI VE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LA YERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF CORER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL. 6. MINIMUM I' OF VERTICAL SEPARA TION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. VDOT STD ST I STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREA TER. 70. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. STR:230 VDOT STD. DI-313, L=8' STA.10+32.14 TP=415.74 INV OUT: 407.95 TO 222 i 415 1.57 EX. Wei 410 S TM RCp 111 �pIPE 229) �5g3% 29.14 �F C 1 405 402 O Lr) M M 00 Ln 9+75 10+00 10+50 10+75 STR 230 - STR 222 STR:232 VDOT STD. DI-313, L=12' STA. 10+33-54 STR:EX 58 DI-313; L=14' TP=390.52 STA.18+62.68 INV IN: 383.10 TO 234 TP=388.57 INV OUT: 383.00 TO EX 58 _ INV IN: 381.5o TO EX 6o INV IN: 381.5o TO 232 STR:234 VDOT STD. DI-313, L=1o' INV OUT: 381.4o TO 56 STA. 1o+65.42 TP=39o.52 INV OUT: 384.75 TO 232 390 390 385 �� �� „� 385 (PIPE 233)15 RCP III 27.88 LF @a 5.18% 380 (PIPE 231)15" RCP III 380 29-54 LF @ 4-47% 378 378 rn rnrq M 00 a) O M M M 9+75 10+00 10+50 11+00 11+25 STR 234 - STR EX 58 425 STR:228 VDOT STD. DI-313, L=6' STA. 1o+69.33 TP=4o7.28 INV IN: 402.10 TO 236 4` INV OUT: 402.00 TO 218 STR:218 VDOT STD. DI-313, L=1o' STA. 12+01.19 TP=405.90 INV IN: 400.42 TO 228 INV IN: 400.42 TO 220 INV OUT: 400.32 TO 216 410 405 4O0 5.33 �F C� 6 C� 392 STR:238 VDOT STD. DI-7 STA.12+61.43 TP=413.71 INV IN: 4o8.10 TO 240 INV OUT: 4o8.00 TO 236 STR:236 VDOT STD. DI-36, L=8' STA.12+24.85 TP=412.26 INV IN: 4o6.47 TO 238 INV OUT: 4o6.37 TO 228 151.52 STM - EX. 8" SAN MUST BE FIELD VERIFIED TM - EX. 8" SAN MUST BE % N 4w ,oho Q C) o (PIPE 237)15" RCP III 32.58 LF @a 4.18% 00 lD 00 't' M Ql c^i r^ �M1 W Ol 00 0�t 0p OL 00 6OO 0 0 It r "H Ql .� H 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR 240 - STR 218 42S STR:240 VDOT STD. DI-7 STA.13+62.51 TP=420.27 INV OUT: 416.00 TO 238 420 415 410 405 400 395 392 14+00 14+25 0 SCOTT R. COLLINS No. 35791 01VAL C) v- LD P*- C? C'7 Z 0) N CY) i N O wN N i Lu J J_ > U) ,^ w V � O Z J Q W U Y ul w W _w w 0 C) O N Lu W o w d (n JOB NO. 112062 SCALE AS SHOWN o� a U o� �o SHEET NO. 13 Design StormYear= 0 Design Year: 10 Project: Lochlyn Hills Ph 4 Job #: 112062 Prepared by: KKW ��H 0 POINT DOWNSTREAM DRAIN RUNOFF C'�\ INIl?'f RAM RUNOFF INVERT SCOTT R. COLLINS, �J No. 35791 5 ZONAL E z O z - O Ln � V) z w m o z V) O Q t- w z H W 0 N M r M C'7 z N N d' z 01 Q N -� O r w N N 0 Q W > ,.�/ LL z LLI O Table 8: Pipe De ign Table -1 J Q J z Q w D ® ® w Q J U Q w V 2 U � Q J z J 1--q Q = w oC z o �T v) 2 w U w - � J UJ mow// L.f_ /Q V O O N U w O w d Ln JOB NO. 112062 SCALE AS SHOWN SHEET NO. 14 STRUCTURE ARE COEFF. IIM1II[ PALL Q ELEVATIONS LEN6rli SLOPE UTA CAPA- CITY VI -:I. PLOW '1'IML' INCR ACCIi(\-1 ACRES C MI,A MIN C.F.S. UPPER LOWER I-P.ICf F'f./FT. INCHES C.P.S. F.P..S. SEC 210 0.0 0.63 0.06 0.06 5.00 6.67 0.4 208 405.50 405.33 19.21 0.0088 15 6.1 2.7 7.2 208 0.3 0.40 0.15 0.21 13.50 4.76 1.0 206 405.23 405.00 30.55 0.0075 15 5.6 3.4 9.0 206 0.3 0.50 0.19 0.39 13.65 4.74 1.9 204 404.90 404.70 28.26 0.0071 15 5.4 4.0 7.1 204 0.11 1 0.70 0.07 0.47 13.77 4.72 2.2 202 404.60 388.85 191.35 0.0823 15 18.5 10.1 19.0 202 0.2 0.50 0. I I 0.71 14.08 4.67 3.3 11 94 388.75 388.10 26.84 0.0242 15 10.1 7.3 3.7 212 0.27 0.50 0.14 0.14 5.00 6.67 0.9 202 1 389.50 388.85 28.14 0.0231 15 9.8 4.9 5.7 240 0.3 0.40 0.16 0.16 14.00 4.69 0.7 238 416.00 408.10 97.08 0.0814 15 18.4 7.1 13.7 238 0.40 1 0.40 0.16 0.32 14.23 4.65 1.5 11 236 408.00 406.47 32.58 0.0470 15 14.0 7.2 4.5 236 0.2 0.45 0.13 0.44 14.30 4.64 2.1 228 406.37 402.10 151.52 0.0282 15 10.8 6.7 22.5 228 0.06 0.80 0.05 0.49 14.68 4.59 2.2 218 402.00 400.42 65.33 0.0242 15 10.0 6.6 9.9 226 0.2 0.80 0.20 0.20 5.00 6.67 1.3 224 410.88 410.57 28.17 0.0110 15 6.8 4.3 6.6 224 0.4' 0.46 0.20 0.52 13.77 4.72 2.5 222 410.47 407.33 230.61 0.0136 15 7.5 5.5 42.1 11 INLET STATION UT LET WATER SURFACE ELEV La D� Qrc, Sfo ZW H� JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV V, H„ IN IN QI*V. VI'--/2g H� N�GL H� Ht 1.3I-lY .SHt 394.90 38.70 15 0.�3 0.000 0.00 4.8 0.1 214 YD A 0.3 4? 1.44 0.3 0.10 57 0.13083 0.32 0.41 0.21 .21 395.11 400.50 396.10 46.10 15 0.4 0.000 0.00 4.2 0.1 214 YD B 0.00 30 0 0.07 0.09 0.05 .OS 396.15 400.50 394.90 55.50 15 0. 7 0.000 0.01 5.4 0.1 214 YD C 0.9 4.8 4.19 0.4 0. 13 38 0.10188 0.34 0.45 0.22 .23 395.13 402.00 396.50 52.50 15 0.$7 0.000 0.01 4.8 0.1 214 YD D 0.00 76 0 0.09 0.12 0.06 .07 396.57 400.00 411.�7 247.68 15 0.(�0 0.000 0.02 5.4 0.1 242 0.00 0 0 0.1 I 0.15 0.07 .09 41 1.66 428.15 382.50 29.54 I5 2. 8 0.001 0.04 8.5 0.3 232 0.9 6.9 6.36 0.7 0.26 53 0.34594 0.88 1.15 0.57 p.61 383.11 390.52 384.10 27.88 15 0.2 0.000 0.01 6.9 0.2 234 0.00 46 0 0.18 0.24 0.12 b. L3 384.23 390.52 408.33 28.14 1 � 0.67 0.000 0.00 4.4 0. I 230 0.00 63 0 0.07 0.10 0.05 0.05 408.38 41 �.74 386.40 88.65 15 8.70 0.018 1.61 14.9 0.9 214 STR 7.6 14.7 111 3.3 1.17 90 2.33462 4.36 5.67 2.84 4.44 390.84 398.00 394.00 55.18 15 7.7 0.014 0.76 14.7 0.8 216 7.1 11.8 83.8 ?.2 0.76 0 0 1.59 �.07 1.03 1.79 395.79 405.16 399.00 45.36 I5 7.10 0.012 0.55 11.8 0.5 218 3.4 9.8 33.3 1.5 0.52 20 0.23814 1.30 1.69 0.84 1.39 40039 405.90 401.42 84.43 15 3.40 0.003 0.23 9.8 0.4 220 3.4 8.8 29.8 L2 0.42 34 0.33315 1.12 1.46 0.73 .96 402.38 412.17 406.04 54.59 15 3.40 0.003 0.15 8.8 0.3 222 2.5 �.� 13.5 0.5 0.16 87 0.3069 0.77 1.00 0.500.65 406.69 415.84 408.33 230.61 15 2. 6 0.001 0.34 5.5 0.1 224 1.3 4.3 5.71 0.3 0.10 �7 0.06275 0.28 0.36 0.18 i).52 408.85 418.91 411.57 28.17 15 1. 3 0.000 0.01 4.3 0.1 226 0.00 90 0 0.07 0.09 0.05 .06 411.63 418.84 401.42 65.33 15 2. 5 0.001 0.08 6.6 0.2 228 2.1 6.7 13.8 0.7 0.25 90 0.49254 0.91 1.18 0.59 .67 402.09 407?8 403.10 151.52 15 2. 5 0.001 0.15 6.7 0.2 236 1.5 7.2 10.6 0.8 0.28 11 0 0.46 0.60 0.30 p.45 403.�5 412.26 407.47 32.58 15 1. 7 0.001 0.02 7.2 0.2 238 0.7 7.1 S.19 0.8 0.27 42 0.2977 0.77 1.01 0.50 0.52 407.99 409.10 97.08 15 0.73 0.000 0.01 7.1 0.2 240 0.00 43 0 0.20 0.25 0.13 0.14 409.24 N 390.15 28.14 15 0.90 0.000 0.01 4.9 0.1 212 0.00 35 0 0.09 0.12 0.06 .07 390.21 395.60 389.10 26.84 1 � 3.32 0.003 0.07 73 0.2 202 2.2 10.1 22.2 1.6 0.�5 52 0.7422 1.50 1.95 0.98 1.05 390.15 395.71 390.15 19135 15 2.�1 0.001 0.22 10.1 0.4 204 1.9 4.0 7.45 0.2 0.09 87 0.16357 0.65 0.84 0.42 b.64 390.79 413.62 405.70 28.26 I5 1. 7 0.001 0.02 4.0 0.1 206 1.0 3.4 3.39 0? 0.06 60 0.09943 0.22 0.29 0.15 p.17 405.87 413.42 406.00 30.55 I5 0. 9 0.000 0.01 3.4 0.0 208 0.4 2.7 1.01 0.1 0.04 50 0.05173 0.14 0.18 0.09 p.10 406.10 410.55 406.33 19.21 IS 0. 8 0.000 0.00 2.7 0.0 210 0.00 42 0 0.03 0.04 0.02 .02 406.35 410.57 PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe Hydrology Pipe E ° c m fn c (6 O � C O U � � }= O (6 O O E 30 � Y 0 � U Q Q > > � O N in C W Q � U U (n � LL DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIMS ELEVATION COMMENTS 210 0.0 CG-6 13+16.22 0 410.57 VDOT STD. IS-1 REQ'D 209 15 19.21 0.88% 405.50 405.33 RCP3 206 0.0 CG-6 12+58.46 0 413.42 VDOT STD. IS-1 REQ'D 205 15 28.26 0.71 % 404.90 404.70 RCP3 204 0.0 CG-6 12+26.20 0 413.62 VDOT STD. IS-1 REQ'D 203 15 191.35 8.23% 404.60 388.85 RCP3 202 0.0 CG-6 10+30.84 0 395.71 VDOT STD. IS-1 REQ'D 201 15 26.84 2.42% 388.75 388.10 RCP3 212 0.0 CG-6 10+32.14 0 395.60 VDOT STD. IS-1 REQ'D 211 15 28.14 2.31 % 389.50 388.85 RCP3 240 0.0 CG-6 13+62.51 0 420.27 VDOT STD. IS-1 REQ'D 239 15 97.08 8.14% 416.00 408.10 RCP3 238 0.0 CG-6 12+61.43 0 413.71 VDOT STD. IS-1 REQ'D 237 15 32.58 4.70% 408.00 406.47 RCP3 236 0.0 CG-6 12+24.85 0 412.26 VDOT STD. IS-1 REQ'D 235 15 151.52 2.82% 406.37 402.10 RCP3 228 0.0 CG-6 10+69.33 0 407.28 VDOT STD. IS-1 REQ'D 227 15 65.33 2.42% 402.00 400.42 RCP3 226 0.0 CG-6 16+15.00 0 418.84 VDOT STD. IS-1 REQ'D 225 15 28.17 1.10% 410.88 410.57 RCP3 224 0.0 CG-6 15+82.83 0 418.91 VDOT STD. IS-1 REQ'D 223 15 230.61 1.36% 410.47 407.33 RCP3 222 0.0 CG-6 13+48.22 0 415.84 VDOT STD. IS-1 REQ'D 221 15 54.59 4.01 % 407.23 405.04 RCP3 220 0.0 CG-6 12+8g.63 0 412.17 VDOT STD. IS-1 REQ'D 219 15 84.43 5.35% 404.94 400.42 RCP3 218 0.0 CG-6 12+01.19 0 405.90 VDOT STD. IS-1 REO'D 217 15 45.36 5.11 % 400.32 398.00 RCP3 216 0.0 CG-6 11+51.83 0 405.16 VDOT STD. IS-1 REQ'D 215 15 55.18 8.88% 397.90 393.00 RCP3 214 STR 0.0 CG-6 0.00 0 398.00 VDOT STD. IS-1 REQ'D 213 15 88.65 8.46% 392.90 385.40 RCP3 230 0.0 CG-6 10+32.14 0 415.74 VDOT STD. IS-1 REQ'D 229 15 28.14 2.20% 407.95 407.33 RCP3 232 0.0 CG-6 10+33.54 0 390.52 VDOT STD. IS-1 REQ'D 231 15 29.54 5.08% 383.00 381.50 RCP3 242 0.0 CG-6 12+51.68 0 428.15 VDOT STD. IS-1 REQ'D 241 15 247.68 4.28% 421.17 410.57 RCP3 214 YD D 0.0 CG-6 #N/A 0 400.00 VDOT STD. IS-1 REQ'D D-C 15 52.50 1.90% 396.50 395.50 HDPE 214 YD C 0.0 CG-6 #N/A 0 402.00 VDOT STD. IS-1 REQ'D C-214 15 55.50 2.70% 395.40 393.90 HDPE 214 YD B 0.0 CG-6 #N/A 0 400.50 VDOT STD. IS-1 REQ'D B-A 15 46.10 3.04% 396.50 395.10 HDPE 214 YD A 0.0 CG-6 #N/A 0 400.50 VDOT STD. IS-1 REQ'D A-214 15 38.70 2.84% 395.00 393.90 HDPE H ol, Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table SCOTT R. COLLINS,� �J No. 35791 041 ZONAL E CL z * gutter longitudinal slope of 0.001 should be used in a sump condition o Z - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth � - - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. m w � O z O Q Ln w z N W Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table 0 N M42 0) 0 b -0 (D Lu M cyi ZN co * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth z - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 01 Q NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. N O W N o N Q W > z w _j O J Q I --I J z ~ > � Q w D Lu P-111 _j O w U Z Q w r = (D W 0 Q J z W � LL � z Lfi o Z �-- w U w O J W~ W~ w Q O O N LU W O w a � JOB NO. 112062 SCALE AS SHOWN SHEET NO. 15 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N r N in c 'S p � w � '� CV a_ci W � r O N U to O U ?� X W O .c N O V N > 3 CA tp -O O O (n ?)L�. 3 C N '� U N > O w c °� � 9 O e ° � N � N O U � lII (/� }� � .0. .... J H O l0 � 30 U O � � � � 1Z O N � (/� � � � U N � ` o. > U CJ C1 C� cn cn � cn cn � w co cn cn � J u.i C1 C1 U � 202 36 8.0 0.22 0.50 0.108 0.43 0.00 0.43 0.044 0.020 2.0 0.083 4.1500 3.68 0.97 3.5120 0.1463 0.1619 6.21 1.29 1.00 0.43 0.00 - 204 36 8.0 0.11 0.70 0.074 0.29 0.00 0.29 0.094 0.020 2.0 0.083 4.1500 2.77 0.99 3.5120 0.1463 0. i1649 6.58 1.22 1.00 0.29 0.00 - 206 36 12.0 0.37 0.50 0.185 0.74 0.00 0.74 0.094 0.020 2.0 0.083 4.1500 3.91 0.96 3.5120 0.1463 0.1605 9.85 1.22 1.00 0.74 0.00 - 208 36 6.0 0.38 0.40 0.152 0.61 0.00 0.61 0.010 0.020 2.0 0.083 4.1500 5.53 0.85 3.5120 0.1463 0.1444 4.94 1.22 1.00 0.61 0.00 - 210 36 6.0 0.09 0.63 0.057 0.23 0.00 0.23 0.010 0.020 2.0 0.083 4.1500 3.82 0.96 3.5120 0.1463 0. 605 3.06 1.96 1.00 0.23 0.00 - 212 3B 10.0 0.27 0.50 0.135 0.54 0.00 0.54 0.044 0.020 2.0 0.083 4.1500 4.01 0.96 3.5120 0.1463 0.1605 6.87 1.45 1.00 0.54 0.00 - 218 36 10.0 0.41 0.80 0.328 1.31 0.00 1.31 0.020 0.020 2.0 0.083 4.1500 6.48 0.78 3.5120 0.1463 0.1341 8.77 1.14 1.00 1.31 0.00 - 222 36 8.0 0.18 0.63 0.113 0.45 0.00 0.45 0.045 0.020 2.0 0.083 4.1500 3.74 0.97 3.5120 0.1463 0.1619 6.40 1.25 1.00 0.45 0.00 - 224 36 6.0 0.43 0.46 0.198 0.79 0.00 0.79 0.005 0.020 2.0 0.083 4.1500 6.96 0.65 3.5120 0.1463 0.1151 5.13 1.17 1.00 0.79 0.00 - 226 36 6.0 0.25 0.80 0.200 0.80 0.00 0.80 0.005 0.020 2.0 0.083 4.1500 6.98 0.73 3.5120 0.1463 0.1268 4.86 1.23 1.00 0.80 0.00 - 228 36 6.0 0.06 0.80 0.048 0.19 0.00 0.19 0.037 0.020 2.0 0.083 4.1500 2.81 0.99 3.5120 0.1463 0.1649 4.16 1.44 1.00 0.19 0.00 - 230 36 8.0 0.16 0.63 0.101 0.40 0.00 0.40 0.045 0.020 2.0 0.083 4.1500 3.58 0.97 3.5120 0.1463 0.1619 6.09 1.31 1.00 0.40 0.00 - 232 36 12.0 0.30 0.68 0.204 0.82 0.00 0.82 0.052 0.020 2.0 0.083 4.1500 4.54 0.92 3.5120 0.1463 0.1546 8.79 1.37 1.00 0.82 0.00 - 234 3B 10.0 0.22 0.63 0.139 0.55 0.00 0.55 0.052 0.020 2.0 0.083 4.1500 3.92 0.96 3.5120 0.1463 0.1605 7.31 1.37 1.00 0.55 0.00 - 236 36 8.0 0.28 0.45 0.126 0.50 0.00 0.50 0.042 0.020 2.0 0.083 4.1500 3.94 0.96 3.5120 0.1463 0.1605 6.59 1.21 1.00 0.50 0.00 - 242 36 8.0 0.27 0.46 0.124 0.50 0.00 0.50 0.085 0.020 2.0 0.083 4.1500 3.43 0.98 3.5120 0.1463 0.1634 8.00 1.00 1.00 0.50 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N (0 L v rr Q C � U � � CV N W N DLF, N U W_ O U N C Q w � O O U > '3 � m O (n � 3 w N '� i > O c a� U o O >G o U � � o C N N > m � t6 <6 N C 3 O O' Y O U � � (6 � rn � � � � U i (0 O L � °1 � 1= Q � X 3 3 0 3 a� � � �a a� q > J Q U U O O O cn � � cn cn � w m cn co � J W C� O U � 202 3B 8.0 0.22 0.50 0.108 0.70 0.00 0.70 0.044, 0.020 2.0 0.083 4.1500 4.42 0.92 3.5120 0.1463 0.1546 7.83 1.02 1.00 0.70 0.00 - 204 3B 8.0 0.11 0.70 0.074 0.48 0.00 0.48 0.094 0.020 2.0 0.083 4.1500 3.32 0.98 3.5120 0.1463 0.� 634 8.12 0.99 1.00 0.48 0.00 - 206 3B 12.0 0.37 0.50 0.185 1.20 0.00 1.20 0.094 0.020 2.0 0.083 4.1500 4.69 0.91 3.5120 0.1463 0.1532 12.43 0.97 1.00 1.20 0.00 - 208 3B 6.0 0.38 0.40 0.152 0.99 0.00 0.99 0.010,, 0.020 2.0 0.083 4.1500 6.64 0.76 3.5120 0.1463 0.1312 6.41 0.94 0.99 0.98 0.01 212 210 3B 6.0 0.09 0.63 0.057 0.37 0.00 0.37 0.010� 0.020 2.0 0.083 4.1500 4.59 0.92 3.5120 0.1463 O.r1546 3.84 1.56 1.00 0.37 0.00 - 212 3B 10.0 0.27 0.50 0.135 0.88 0.01 0.88 0.044 0.020 2.0 0.083 4.1500 4.82 0.90 3.5120 0.1463 0.1517 8.75 1.14 1.00 0.88 0.00 - 218 3B 10.0 0.41 0.80 0.328 2.13 0.00 2.13 0.020'', 0.020 2.0 0.083 4.1500 7.78 0.69 3.5120 0.1463 0.7210 11.44 0.87 0.98 2.08 0.05 216 222 3B 8.0 0.18 0.63 0.113 0.74 0.00 0.74 0.045' 0.020 2.0 0.083 4.1500 4.49 0.92 3.5120 0.1463 0.1546 8.06 0.99 1.00 0.74 0.00 - 224 3B 6.0 0.43 0.46 0.198 1.29 0.04 1.33 0.005� 0.020 2.0 0.083 4.1500 8.45 0.58 3.5120 0.1463 0.1049 6.75 0.89 0.98 1.30 0.03 236 226 3B 6.0 0.25 0.80 0.200 1.30 0.00 1.30 0.005' 0.020 2.0 0.083 4.1500 8.38 0.65 3.5120 0.1463 0.1151 6.32 0.95 1.00 1.29 0.01 230 228 3B 6.0 0.06 0.80 0.048 0.31 0.00 0.31 0.037�I 0.020 2.0 0.083 4.1500 3.37 0.98 3.5120 0.1463 0.1634 5.13 1.17 1.00 0.31 0.00 - 230 3B 8.0 0.16 0.63 0.101 0.66 0.01 0.66 0.045 0.020 2.0 0.083 4.1500 4.31 0.93 3.5120 0.1463 0. � 561 7.66 1.04 1.00 0.66 0.00 - 232 3B 12.0 0.30 0.68 0.204 1.33 0.00 1.33 0.052i 0.020 2.0 0.083 4.1500 5.44 0.86 3.5120 0.1463 0. i 458 11.16 1.08 1.00 1.33 0.00 - 234 3B 10.0 0.22 0.63 0.139 0.90 0.00 0.90 0.052 0.020 2.0 0.083 4.1500 4.71 0.91 3.5120 0.1463 0.� 532 9.21 1.09 1.00 0.90 0.00 - 236 3B 8.0 0.28 0.45 0.126 0.82 0.03 0.84 0.042''� 0.020 2.0 0.083 4.1500 4.78 0.90 3.5120 0.1463 0. � 517 8.46 0.95 0.99 0.84 0.00 - 242 3B 8.0 0.27 0.46 0.124 0.81 0.00 0.81 0.085� 0.020 2.0 0.083 4.1500 4.12 0.95 3.5120 0.1463 0.1590 9.97 0.80 0.95 0.76 0.04 224 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N m � Q � Ol U O C � � �p N � U N Q N 0 U 3 � � C m � � ° � o `0 ° Q O m �>Q' � a� � U � � N Q � C � >�' (6 � 7 N � � '� v N Y J {- O fD � � (6 L O Q o_ > J Q � Q U U O O C1 to � � � cn cn � w left 0.09 0.58 0.052 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.71 0.71 right 0.10 0.58 0.058 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.94 0.70 216 3C 6.0 combined flow 0.4 0.07 0.161 3.68 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U (�tZ N Q � O C C � U O N N � U N � U L N O � U ?� � O � LP N � O p � O = U (6 N (6 � (6 .0 C N N N � N C -O N f0 Y J H O (6 � � U O � X � !? O rn w E 0_ � J Q U U d C'1 C'1 (A � (A � (n U H W left 0.09 0.58 0.052 0.34 0.05 0.39 0.0010 0.0200 2.0 0.0200 1.0000 6.85 0.63 right 0.10 0.58 0.058 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0200 1.0000 7.12 0.62 216 3C 6.0 combined flow 0.8 0.11 0.232 5.32 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT') PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 214 STR DI-7 3.00 6.40 0.10 0.40 4.00 0.16 0.5 WEIR FLOW 214 STR DI-7 3.00 6.40 0.10 0.40 6.50 0.26 0.7 WEIR FLOW 238 DI-7 3.00 6.40 0.40 0.40 4.00 0.64 1.2 WEIR FLOW 238 DI-7 3.00 6.40 0.40 0.40 6.50 1.04 1.7 WEIR FLOW 240 DI-7 3.00 6.40 0.39 0.65 4.00 1.01 1.7 WEIR FLOW 240 DI-7 3.00 6.40 0.39 0.65 6.50 1.65 2.3 WEIR FLOW TREE CANOPY CALCULATIONS: Landscape Notes 1 CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE TOTAL SITE AREA (PHASE IV) 4.5o AC PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. DWELLING UNITS 22 RESIDENTIAL UNITS J PROPOSED DENSITY 22DWELLINGUNITS/4.5oAC= 8 DUA DOUBLE STRAND #12 GAUGE WIRE 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (\) TO 4 9 l WITH RUBBER HOSE & TURNBUCKLES \ s DISCUSS TREE PROTECTION EFFORTS ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND oR TREE ARBORIST BEEORE ANY CONSTRUCTION ACTIVITIES SHAI L TAKE PLACE NOTE DENSITY OF 10 DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM \� / ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. OF 20%TREE CANOPY \ 2"x2" HARDWOOD STAKE \�� I TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. CUT & REMOVE BURLAP FROM TOP �/ TREES OF 4" CAL. OR LARGER SHALL BE 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL \ j 1/3 OF BALL AS SHOWN GUYED WITH 3 EQUALLY SPACED, TWISTED TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS TOTAL SITE AREA 1 1 o SF o AC 94, 7 (4.5 ) \ 1' \ APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. OPEN SPACE AREA'A' - 40,462 SF (0.929 AC) SCARIFY SUBSOIL MIN. DEPTH /% AND TURNBUCKLES. LOOP HOSERVEYT �` / �\ TRUNK. FLAG WIRES WITH COURVEY TAPE. P OPEN SPACE AREA'B' - 3,693 SF (o.o85 AC) I 4. ALL. WORK \ BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO OPEN SPACE AREA C - 2,629 SF (0.06o AC) � -� MULCH SAUCER �� � E \�� \ REFER TO SPECIFICATIONS FOR DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND_ LARGER AREAS TO BE GRADED MAY FURTHER INFORMATION BE DONE WITH A SMALL BOBCAT/TRACT-HOE CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH OPEN SPACE AREA'D' - 2,744 SF (o.o63 AC) — FINISHED GRADE 1 / ✓ WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 144,642SF(3.32AC) TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE 5, ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) 'SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). TOTAL TREE CANOPY REQUIRED 20% x 1 6 2 SF 28 28 5E GUYED DED WITH 3 EQUALLY QU LLYSPA EDHOSE 44 4 - - 9 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING 1 HT. OF TREE AND TURNBUCKLES. LOOP HOSE \� \ \ >� e GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. TOTAL TREE CANOPY PROPOSED ON SITE = XX,XXX SF _ — -"III-III l I _ AROUND TRUNK ABOVE BRANCHES 1-III= As SHOWN, FLAG WIRES WITH �I���/�- 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR. TO PLANTING. CONTRACTOR TO NOTIFY Planting Notes _ II=11 \ \ COURVEY TAPE. REFER TO SPECS II FOR ADDITIONAL INFORMATION. " / 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. -III- — III — — — _ —� Q\\ % MULCH SAUCER 1DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT — III-- =III=III III- AMENDED SOIL MIX i II . 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. OBSTRUCTIONS AND OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN =III � LAG AMENDED SOIL MIX — "— COMPACTED SUBGRADE DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL III - ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. II=III f 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS Tree Planting and Staking Detail IIIII IIIIIIIII 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST ANQ REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ARRIVAL ON SITE. SEE SPECS. I= 4 — CUT AND REMOVE BURLAP FROM TOP 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND Not To Scale \ Ti— v3oFBALL AsSHOWN 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. =k1=11 EARL CHANDLER PARKER /G FHB J �Q SCARIFY SUBSOIL TO 4" MIN. DEPTH LINDA MARIE 1 LI 1=1 1=I o r ZONING: R-4 \ /`S%' \� OT �-�-�, III III- COMPACTED SUBGRADE Y qN �� \ \ O USE SFD UNIT \� J'� Evergreen Tree Planting Detail _ D.B. 4819, PG. 7,39 _ Not To Scale Amy `y GRAPHIC SCALE aC o 15 3Q sty ------ TMP 61AO-06-1A-003o0 RwAC - HENRY C CHAIKLIN & BECK ;` jQ6- - KATHERINE LOUISE PECKoo �A ZONING: R-4 RW4L D� qT ( IN FEET ) _ _ - - ��� \ 30 ft. USE.' SFD UNIT _ - N , \ a \ 1 inch \ ��� _ PROPOSED ROW DEDICATION AREA D.B. 4794, PG.I3I - EXISTING TREELINE\� \ v _ - LOT 22 �� / � � �� �> � � �\ ���\, (4) EXISTING STREET TREES TO REMAIN _ . TMP 61A0-0-1A-00400 � � - �' vy/ MICHAEL CO\ETT- MICHELLE CORBETT / LOT 21 ZONING: R-4 USE. SFD UNIT D.B. 4854, PG. 56 ./ / \ PROPOSED 6' PLANTING STRIP TO BE _ _ - - ,`� FH INCREASED TO 14.5' IN THIS LOCATION TO ALLOW FOR THE (3) EXISTING \ / 44; LOT 2O S 62y �AST,q \\ \ STREET TREES TO REMAIN 41 / NcF r, 5 N , 6 39 2g E ;,. - . yTMP 61A0-06-1A-00500 \ LOT 18 HOLLY NELSON DAVIS ZONING: R-4 LOT 17 USE.' SFD UNIT D.B. 4737, PG.587 l / LOT 16 /\ q � • s __-- L T 1 _--- LOT 1 �� l ��� _ � � � ./ �" LOT 14 / _ I 13 - 6' PLANTING STRIP / y \ P�� / AFC/ / l LOT 2 ��� o,,� r''/'S / LOT 13 j r / IMP 61A0-06-1A-00600 THOMAS L JR _ VAN DER ___ / LOT 3 ° .I/ODRT, w \_--------- l _____-_ _ i it OR JOAN L HORN \ °F ° ZONING: R-4 USE- SFD UNIT / D.B. 4619, PG.485 0 BAN — a _ LOT 4 / + / i LOT 12 I OCHLYN HILL DRIVE At 00 — ° / _ — �. nvmu r,Ally IVtD 13Y VDOT�o— w ✓ ' L ---- — — — — ee _ N P� � 1 a _ PIN 41 28o�-T�/-6',p � ; I , .ti I � O� LANTIIN STRIA + LOT 6 LOT 11 - \ / 4o STREET TREES �" �'" �'" I`" �`" �`" • � ' � > (TYPICAL) � / ROPOSED STREET / /' ----- _ • - °� `� (TYPICAL) o I 'I // .v .� �. .V � �. y y •� .� .V .� y ., .V .� TREES TYPICAL II //�7 j' • / .LI IL, I. q, 41 4. q, It, 41+ LOT10 I'I \ LOT 7 I /C114W, W Ji 41 Ji y y y y W y 1P W W W W W W W I I o) / w w w t w w w w w y v dy �� , \ 29' FIC-FIC LOCHLYNHILL i PARK - CURRENTLY + _ , - - I. W — — - l z -E P 25 I \ UNDER CONSTRUCTION s \ — w w \11 w I ITMP 61A0-06-18-000A0 = IVu w IV IV IV w w w ��v I LOT .9 / /' � • \ JJL L y W y y W y W y wLOCHLYN HILL DE/ELOPMENT I �+ LOT8GROUP LLC LOCHLYN HILL OPEN SPACE 18-A I - \ -I D.B. 4476, PG. 197, 243 \LAT� v 41 '41 y y y y y y y y W y y y y y y 4,y y y y � y y y y '" II I --- — -� � •dam � ice/ 8 33i W 623.1b i I ° W W W 1�1 W y W W y - _= THERLAND STREET( �\ ° °°e ° g W 362.26' SU R\ CURRENTLY UNDE VIEW FOR DEDICATION) INST. ---- --- A o I C O \ O N AREA ll/�ii - -- H LAND 2a ° a ° sT � I PEN SPACE 2 ° , 3 � � ' ° �� � � y _-� - T 3.5 RA - -____ ____ ____ _ _ ____- - SU ER -- V 20162�� - - 1-m TMP 488-1 CITY OF CHARLOtTESWLLE PARCEL A, PEN PARK ISE., PUBLIC GOLF COURSE DS 507-427, 432 PLAT All— 6HO �I \SCOTT R. COLLINS' No. 35791 :Z�' 1�0�A'�SIIOIVAL 0 N M m cM Z� M N d' z Q O W N 0 N Q W 0 LL J z J Q Q J z — > � U) LL. CD w H H O w (,r) U z� Q 2 �%) V w z J Q r� W � z Z� U) w U Lu O J J r~n v F_ JLU W 0� 0 rQ V O N Lu w d W Lr) JOB NO. 112062 SCALE 1 "=30' SHEET NO. 16