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HomeMy WebLinkAboutSUB202000133 Plan - Other (not approved) 2022-04-14GENERAL NOTES OWNERS: 061AO-00-00-00300 061AO-00-00-003AO & 061AO-00-00-003BO 300 SECOND STREET NE PO BOX 1486 CHARLOTTESOLLE, VA 22902 CHARLOTTESOLLE, 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 CHARLOTTESOLLE, VA 22903 DEVELOPER: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESOLLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESOLLE, VA 22902 (434)293-3719 TAX MAP NO. & AREAS: TMP 61A-6: 0.201 ACRES IMP 61A-10: 0.201 ACRES IMP 61A-3B: 0.852 ACRES IMP 61A-7.• 0.201 ACRES IMP 61A-11: 0.258 ACRES IMP 61A-3A: 1.149 ACRES IMP 61A-8.• 0.201 ACRES IMP 61A-12: 0.201 ACRES IMP 61A-3.• 0.781 ACRES IMP 61A-9: 0.201 ACRES IMP 61A-13: 0.206 ACRES OPEN SPACE LEASED FROM IMP 61A-4: 0.049 ACRES TOTAL ACREAGE: 4.501 ACRES ZONING.- R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT (STEEP SLOPE OVERLAY) PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS (14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS). NOTE.- THE EXISTING USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED AN EXIS77NG SINGLE FAMILY HOUSE. DENSITY.- ALLOWABLE BY -RIGHT DENSITY. 4 DU/AC PROPOSED DENSITY.- 4.501 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 t (2) AFFORDABLE UNITS t (2) ADDITIONAL MARKET RATE UNITS = 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.501 ACRES = 4.89 DUA NOTE.- TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227 DENSITY INCREASE OPEN SPACE. TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 259) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.27) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA RON, EXCEPT OPEN SPACE E. OPEN SPACE E SHALL BE OWNED BY PARCEL 61A-04 AND LEASED TO THE LOCHLYN HILL HOA. ALL OPEN SPACE (EXCEPT OPEN SPACE E) 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 = 0.080 AC OPEN SPACE C = 0.056 AC OPEN SPACED = 0.063 AC OPEN SPACE E = 0.049 AC (EASEMENT) TOTAL OPEN SPACE = 51,315 SF = 1.178 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.- 5' - 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 WATERSHED: 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 VEGETATION: THE PROPERTIES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXIS77NG LOTS. THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXISTING PEN PARK LANE. LIGHTING: NO LIGH77NG 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) = 30 SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES: 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 SITES: 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 PROPER7ES 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 327.9 OF THE COUNTY CODE. A LANDSCAPING PLAN IS PROVIDED WITN THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL ]RASH 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: 40,486 SF OPEN SPACE.• OPEN SPACE AREA (AREAS B, C, D, & E): 10,829 SF (0.249 AC) - 21.1% RECREATION AREA OPEN SPACE: 40,486 SF (0.929 AC) - 78.97 TOTAL OPEN SPACE: 51,315 SF (1.178 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. 09 OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN SPACE IS LOCATED WITH MANAGED SLOPES. OFFSITE EASEMEN T• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. WATER FLOW CALCS: MAX HR 0=11.4*88�0.544 = 130 GPM (130<176, USE 176 GPM) MAX HR 0=2*88 = 176 GPM PEAK HR Q=3*88 = 264 GPM SEWER FLOW CALCS 88 TOTAL BEDROOMS*100 GPD = 8,800 GPD PROJECTED START DATE.- FALL 2022 PROJECTED BUILOOUT DATE.• SPRING 2024 LOCHLYN HILL -PHASE IV FINAL ROAD PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ucx / Fgy �"U1Fg,�5,r� 2 VA 3 1 \ \\ U IXIX LOT22 / \ 4 corn _-" - 5 9S49'55' E N LOT2011*15 SBI 2314 `7?fB"lf'E••\•K LOT19 5 N11'15'10'W LOT18 / \ I I I 1 LOTI 'LOT15/ LOT1Q� / 6 j � � l [OTT l / � / / LO713 / ' I rocs / / 1 � / L0T4 � LOTS ,- °a= - --� / 0. 8�LOT6 f 1 LOCHLYNH/LL PARK -CURRENTLY COMMON AREA 1,11 In OPEN SPACE 2 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. GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. DEVELOPMENT AREAS: LOT AREA = 2.466 AC (54.77) OPEN SPACE = 1.177 AC (26.27) RIGHT-OF-WAY = 0.859 AC (19.1%) 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 q§, N (7- VILLAGE o SQ ARE" TO PEN PARK "F 6N RD NORTH 768 �v O pFN pqR "PEN PARK" �oF� M m COUN CITY 1 Fo NICHOLSON ST. SITE e� VICINITY MAP Q5 SCALE 1 " = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 BOUNDARY LINE ADJUSTMENT 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 & UTILITY PROFILES 13 DRAINAGE PROFILES 14 DRAINAGE CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 17 MAINTENANCE OF TRAFFIC PLAN 18 SIGHT DISTANCE PROFILES 18 TOTAL NUMBER OF SHEETS LEGEND ROADS EXISTING CULVERT CULVERT 0 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 CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN zoo EXISTING CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVAT70N TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX APPROVAL: AGENT FOR THE BOARD OF SUPERVISORS DATE: SCOTT/R. 0b•L1 No. 35791 A 04/05/22 H H H z z z w w w z � � � O zo 0 0 0 O U U U U1 z z z Z w o m N :3O z U U U U U U O U� F a a a LU w w w a O .�-It N N N .-I N N N m .N�. o 0 N O N 7 ^ o 0 L9ti CY) N CM N W N W >_ zw J W L O zQ WC) LLI Ul Y z F- w w J L I^_ J~ w lcl0 O U 04 b w O d 112062 SCALE AS NOTED SHEET NO 1 C � 0 p C U o - U > N N m o 0 �j,TH OFF SCOTT R. LLINSZ L� No. 35791 !n 02/08/22 IONALTMP z z z O z a 0 0 0 O ,w 17 U U U V, �4 Z UU z z z ul � � � Oz 0 0 0 0 a � � H a a a w z o 0 0 kn kn kn /� p N N N N N 00 M \ O N O N �o ti M ZM N M qz N J O � W N Q Lo W W J a Q z _ J z w \�\ F / cis L9 O W Z� `� Q 2 z WU J J W = m z z (n J O z� w U O J J~ w 0 u0 0 N G F w o w Ln JOB NO. 112062 SCALE AS NOTED SHEET NO. 2 NORTH ` LEGEND: TMP =TAX MAP AND PARCEL ® = INGRESS AND EGRESS EASEMENT PARCEL IDENTIFIER &TITLE SOURCE: \\ R/W D.B. =RIGHT OF WAY (HEREBY VACATED) TMP 061A0-00-00-00300 O LOCHLYN HILL DEVELOPMENT GROUP, LLC TMP 061A0-00-00-00600 MEADOWCREEK T00, LLC TMP 061A0-00-00-01100 MEADOWCREEK T00, LLC PG. =DEED BOOK SS/E-1 = 20' SANITARY SEWER EASEMENT LOT 1 RESIDUE OD D.B. 3487, PG. 145 OI D.B. 3487, PG. 145 f-- IRF -� IRF AJE-1 = PAGE D.B. 448, PG. 346, 353 (PLAT) =IRON ROD FOUND SS/E-2 = 20' SANITARY SEWER EASEMENT D.B. 4839, PG. 390, 396 (PLAT) LOT 3 D.B. 439, PG. 48, 49 (PLAT) LOT 8 D.B. 439, PG. 48, 49 (PLAT) S =INGRESS AND EGRESS EASEMENT D.B. 5392, PG. 596, 607 (PLAT) _ ` �"...---�,, 6?•763 D.B. 659, PG. 387, 390 (PLAT) TMP 061A0-00-00-003A0 ry B FIS,,9 AJE-2 = OAW1 B. NUNNALLY ©D.B.E659, PG. MEADOWCREEK TOO, O0000 MEADOWCROEo0T00, OLC00 D.BR4839,NPGEG39EO,S398 (PLAT) LOT 2 REVISED OE D.B. 3487, PG. 145 O D.B. 5109, PG. 196 VIRGINIA GRID NORTH r' � \ D.B. 4839, PG. 390, 396 (PLAT) LOT 4 D.B. 439, PG. 48, 49 (PLAT) LOT 9 D.B. 439, PG, 48, 49 (PLAT) SOUTH ZONE (NAD 83) ' �8,2j(R�'SFa % IRF IRFTO S 62.7 9 lgNF R/y� ` TMP 061AD-00-00-003B0 JAMES A. &BARBARA B. NUNNALLY TMP 061A0-00-00-00800 TMP 061A0-00-00-01300 N - - � SF ,136n A . • Oe jp � �0 AO' D.B. 659, PG. 390 LOT 3 REVISED MEADOWCREEK T00, LLC O D.B. 3487, PG. 145 MEADOWCREEK T00, LLC O D.B. 3487, PG. 145 � � 0B Aa8 gpFO h7p�49iyF D.B. 4839, PG. 390, 396 (PLAT) * LOT 5 D.B. 439, PG. 48, 49 (PLAT) LOT 10 D.B. 439, PG, 48, 49 (PLAT) o o •� p \ C-1 (SEE BLA SUMMARY SHEET 1) \ - PENPARKT w v R + - 6O3(PLAT) \ / / \ \ \ NOTES: \ +\\ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 442 / y 4 9 IQ x I / / \ \ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. SCOTT R. LINSZ r 4462 ?< 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD 4233 V � � I / / V A LJ No. 35791 ,� / / �+ \ ` I / \ \ COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION 4 K a 1 V F EXISTING 18" DI 1 IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS n 02/08/22 c \ �( \+ iRWSA WATERLINE \\ / I \ / / _ - BEEN FIELD VERIFIED IN SEPTEMBER 2021. -�5 Gti K ° i N/\+I EXISTING, f��fER \ x \ \ // \ \ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. SIGNAL E� \ a I METER (, ITE - \ \ \ \ / 7 ` - - - \ / / THE MANAGED STEEP SLOPES ARE LABELED. ° ° I 44 3 I \ b°� 42.4 TO REM ' \kl \ \ / 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. _ TMP 61AO-06-1A-00100 \ \ / / / 5. AN EXISTING PRIVATE WELL EXISTS WITHIN THE PARCEL BOUNDARY. ° I I I HAIGHT,, MICHAEL ROBERT & / ° \ \ / THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL ° I I COLLEEN PATRICIA GILLIS / /\ ° k \ \ \� \ \ - - J/ / // - - / DRILLER AND WILL REQUIRE PERMITTING BY THE I I 1 ZONING: R-4 I \ - / \ \ TMP 48B-1 CHARLOTTESVILLE/ALBEMARLE HEALTH DEPARTMENT. ° I USE SFD UNIT RF / I _ �, I / / A \ v � �� � CITY OF CILOTTESt/ILLE D.B. 45119 PG.673 / EXI ING 1 ° 1 - i ACS WATERL 5 E PARCEL A, PEN BARK / /! 444 ° ° I _ - I \ S \ / \ \ TDB 507-427, 432 PLAN - 9 'PUBLIC GOLF COURSE ,447 III �16 6 ��� \I � / �� sI°� I1 \ - �0c W W W ° 9• y!Y 0 � � _ I I z 4456 - - 1 2 I I I I DENSE TREES \ \ \ / (qN�y \ EXISTI A - \ I I I _ - / / O zz f f f _ _ IMP 61A0-06-)A-00200 I INGRESS & EGR SS \ \ \ ( r / a U) O O O METER OF T� \ EARL CHANDLER PARKER \ TO REMAIN \ � � � � � EASEMENT D.B. 5 V A V) v A LINDA MARIE PARKER 9 RF \ �� - - A �� - - - - L z z z ° e \ I ZONING. 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AND SERVE LOT_20 _ I l 1 I / DB 3 -145 �( \ EXISTING FIRE / D.B. 4794, PC. _ / / / / LOT 3 J I 30 o s 3o eo zo - \ / D8 448-351 TAT - \ HYDRANT TO �_ // EXISTING MANAGED � / � EXISTING 18" DI o'L. IMP 7 \ I REMAIN /CLEAN I 1 / / SLO ES / Q &p(LWCRLLC RWSA WATERLINE J ( IN FEET ) l OUT / / / hE E FAM. RES. - EXISTING ATER / o -" 'v / _ 1 inch = 30 It. N � N N A / (-4/SlDEN77AL IR METER T REM ram, Q i m` _ IMP 61A0-0-1A-00400 / / \ ? 487-145 4> .8 AND VE-LOT�17 � CD � 1 \ MICHAEL CORBEL? / _ ° \GR EXISTING WATER _ - N O N - - MICHELLE CORBETT I \\ I / - - LOT 4\- - METERS TO REMAIN n I ZONING: R-4 D8 448-351 / IMP 61A AND SERVE LOTS 15 \ D.B. 485D UNIT BOUNDARY LINE / DOWCREEK TOO LC USE SFD UNIT 0 0 C 9 1' 43 DEA / _ / SiNGLE FAM. RES. G/ - & 14 I S \\II\N �� \ R-4 R L R 3EXISTINGTREES \ _ _ - - 4 '56" E 60.E - 3487 ADJUSTMENT: / L - TO BE SAVED / EXISTING WATER _ 1 ^L _ _ _ - DB 448-357 7 6?'77, / / METER TO REMAIN _71 i N 11'4110" {N AND SERVE LOT 13 0 2,� N 88'571 7 / ¢8q z3 / / f� L9 N 11 5,10" W .31.48 v \ A �Q / / / WCREEK C IS EXISTING 10" DI / Cl? / TMP 61A0-06-1A-00500 A -� Q �� �� LE FAM. R ASA WATERLINE �700 IRF X- n \ C - HOLLY NELSON DAVIS / / J °ECK RESID TAf w \ _ / / M - - x I I / 487 Jos / / CV ZONING: R-4 / I '1 EXISTING W TE , 1 USE SFD UNIT TV, 0 D.B. 4737, PG.581 I / % , 6lEADOWCRI METER TO B ® } \ / G / \ - F IRF IRF / _ _ X II j � A$ANDLSNE m o � M _ xSINGLE Am. FAM. 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RES. o / ~ n J / M / EASEMENT D.B.4839, / / / \ _ I `� - MEADOWCREEK T00 LLC " o \ 38Z4 i o / \ / sty / / l TMP 61A l // / < I D NSE \ \ \ \ y +- - BEW HOTO BE R-4 RESIDENTIAL _ A IIT z / EXIS� ING W1H TO J / PG.390,396 / / / j / C�� G� A \ I I / / A V \ \ � DB 3487 145 m n E IS NG WATER W Z W E JAMES & SARBA� B. / o / I \ \ \ \ \ I I AME LOCATIOfNCB 448-351 P \\ x / \ I STALLED IN L07 10 ° c I T RS TO BE NUNNALLY / m f3HSTINS� \ V A A \ II v� - BA BDON �D1 ° SINGLE FAY. DES. I \ \ OUSE Gil R4 RESIDENTAL I \ *XISTING EASEMENT x z DB 466f52 I \ \ \ \ I \ I C SO�DEMOLISHE� / LOT l I A \ TO, BE VACATED V A \ I z / 1-0' (TYPICAL Q \ \ \ \ \ \ \\ I Z w = z � / �DBsss3�0PL4 / I I \VA�A \ ����� ���� �I �I - ° - // 387.3 W U / \ / / / / /b f / / / / // BEI�TING PARCEL LINES TO I \ \ \\ FEDERAL / \ \ \ \ \ I X EXISTI 6 I - / z V / \ / :� - _ ACATED (TYPICAL) V A DA B�f�FAK / V v� \ SEWEF� NETOLOr z FII� o EXiSTINGTREES TO BE \ \INU DATION / / \ \ \ I NE' v v ) vBE REPLACED REMOVED (TYPICAL) \ Z WITH NEW 8" SDR o R Co N11A GIB) _ I v A I II 35 VC SEWER SEWER TMP -1 �-- / IMP 61A-3 / / I AV A \V A V I I A I I IMP 61A-13 _ CITY OF CHARLO a LOCHLYN HILL / �I I \ 1� EXISTI 1 \� MEIDOWCREEK T00 LLC PARCEL A, PEN PARK W a / i I DEVELOPMENT GROUP / I I I \\ G / , • / _ � � • • - / / \ \ AN. SW 0 I I \ I I �'INGLE FAY. RES USE PUBLIC GOLF COURSE _ VACAN71ZES_LAND / l I REMOVE \ I i7-4 RESIDENTIAL _ DB 507-427, 432 PLAT MP AO-06 1B-000AO R4 RESIDENTIAL / I I RIM MH=390.40 \ / - - - - - I IDB 3487-145 / LOCH N HILL DEVELOPMENT / _ / ' / / / / / DB 4839 390 / I I _ . _ LOT 10 Q / 1 \ 1 INV. IN=376.40' _ I I \ GAUP LLC / / / . / / / \ \DROP INV. IN 382.40' l \ D 448-351 PLAT - - - _ 0 y L it HILL -OPEN SPACE 1BLA %' / / / / / / / / / / I \ \ - - -ACSA OW -0- \ 39>.0 - / \ INV. OUT=376.30 SANITARY S W I 0 0 B. 44 PG. 197, 243LAT) p / / / _ - - - - I - _ IRF / / / / / _� / -5UPSTREAM \ a 115:65 ° p 394.1 N / 86`4 623.15 I / IT3.82T \ 3 W / o w - 9 _ _ U `Jv� //_ / •_//� / -_ /�///� // ,� / ,40� % 2O. 4 / a{ N w \\ /CITY OWNERS / / // JOB NO. _ a 299.87� _ - ' oo s� s� FOR DEDICATION) s� - PLAT URRENTLY UN sd° -sw - •� -OF SANITARY 112062 / / i -sd° -ENO -w° ---- -- - - - �- SEWER BEGINS -- y sue/ m C 0 DQ t 6N AREA 4116 \ rN�s sd� - - ;, S SCALE A / ° g - a j d - -OPEN SPACE 2 / / �"' � i�_(53.5' RAW) M MH= 89.85' s _ 5 // 1 =30' o ° XIS \ _ - - - - PVC=3�5.5' - / ANTSWRING 8„ I 2 Ftc I 38J6 SHEET NO. a I s `RIVE) -s ° - 3 _ - - - - - - - - J90 ' �' lw R N RE 3 R / F ET AREA OF VDOT 1 STD& OVERLAY \ \ \ + k PROPO kD VDOT k 1 \ \ CG-9D ff RANCE / 1 \ IRF I /k _--------- � 36y Sj/9 , , \ aOeU RgR<gNFF \ • \ I DENSE TREES 2 Mgl°TyR Fkr r IR $ tiro,ST\y O IF F ,Q \ \ 3 DES OPEN SPACE. • TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.29) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, EXCEPT OPEN SPACE E. OPEN SPACE E SHALL BE OWNED BY PARCEL 61A-04 AND LEASED TO THE LOCHLYN HILL HOA. ALL OPEN SPACE (EXCEPT OPEN SPACE E) 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 = 0.080 AC OPEN SPACE C = 0.056 AC OPEN SPACE D = 0.063 AC OPEN SPACE E = 0.049 AC TOTAL OPEN SPACE = 51,315 SF = 1.178 AC BUILDING AND FIRE/RESCUE NOTES: i. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IS POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 2. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 3. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. CONTRACTOR TO PERFORM A FIRE FLOW TEST ON AN ONSITE FIRE HYDRANTS TO CONFIRM THAT THE FIRE FLOW MEETS THE MINIMUM FLOW REQUIREMENTS. CONTRACTOR TO COORDINATE THE TESTING WITH THE FIRE DEPARTMENT FOR FINAL ACCEPTANCE. 6. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS. ALL HOMES S SHALL BEAR E ADDRESSED ON THE ADDRESSES.PUBLIC ROADS WHICH THEY FRONT. NO LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 6,614 4,087 2 6,285 3,972 3 6,478 3986 4 6,312 4037 5 7,412 4710 6 7,110 4,340 7 7,416 4,654 8 6,563 4,101 9 6,032 3,841 Q Q /ooy�o j �yN o Q �9yF Hi// PROPOSED O \ CG-9D EN TRA E \ \ \ \ PROPOSD'7 SIDEWALKALLEYWAY_ \ \ ROPOSED \ \ \ STOP SIGN 10 6,805 4,462 11 6,694 4269 12 4,910 3,201 13 2,216 1,351 14 1,789 1,232 15 1,746 1,193 16 1,724 1,173 17 1,720 1,170 18 2,189 1,489 19 2,463 1,716 20 2,557 1,584 - 21 5,923 3,685 22 6,436 4,106 No. 35791 04/05/22�� k IONAL EGGS z z z z0 z f f f a UM U U U F Z m ` o o 0 0 z U U U O o a W _ . . E a a a i Lu Z 0 0 0 Lu C V, (nU)U� F�1 W` Z Rwa I lu DECK r�" " \ \ \ NO PARKING TOTALS: 107,394 68,359 I m p Nb ^ \ SIGNS Cd ti RWAgL / p`b ' �/ \ (TYPICAL) Total Lot Acreage: 2.465 = ,/// % 9°I \ \ GRAPHIC SCALE PROPOSED ROW DEDICATION AREA i6 30 60 120 30 0 POSED LOT22 / \'',QG 1P (TYP) \\ SIP, \ (3) EXISTING STREET 4 i ti��/ PROPOSED, i Z R jr \ \ TREES TO REMAIN ( IN FEET ) , C 1 inch = 30 ft. o .� N N N STREET SIGN ONSTREET / PARKING M / SrcR SPACE (9'xl8') c\i o c\i IT OPEN SPACE E \ io' MIN. BLDG / , LOT 21 ON7, \ (TYPICAL PROPOSED 6' PLANTING STRIP TO BE SEPARATION / i �I \ INCREASED TO 15.5' IN THIS LOCATION -+ o 0 0.049 ACRES I N 43" E (TY1-K-AL) ` i/ o� ' '� � ��� qOk\ \ -'\ TO ALLOW FOR THE(3)EXISTING S 85'49'S6" 8O $/ E 6p•5 W\ / o cby STREET TREES TO REMAIN. NEW - _ _ - 50.48 S GNp SIDEWALK AND PLANTING STRIP TO BE 12 » W \ W 606\ LOT2( 627� [O Ty h��- INCLUDED IN ROW DEDICATION AREA. _ N 11'15 1O W W W W W W \8•• 23.14' W N ?%4824I'" E Y��°�jj,� o°� LOT 19 m�j��o F 3 c�� h Q \ O> I5 N 11*15'10" W 7as6' 16.z1' a 44.e 31.a a W a gr�FS B W ..S9.sI, N , �=°P oFCk �� , p� 0/S'I p / W W W W V• y PROPOSED W\ O \ I 1 - - - --- --- --- \ l"� . ` . NOPARK+NG W' �'���� FCC ,\ / coL _ / \ .W W a SIGN (°fYP) OT /1 z � � � � �.`� "'/ F IRF IRF =i] _ -_ r l qRs �,� \g.%ja v •v •v /� Q'+ / / O / qyF :• 2j � � Z c� FTBq'RoN \ a � LOT-1-5 �$' • PROP05ED 1 J� _ - - LOT 1 / PROPOSED 3°R k DEDICATION AREA I c Z I i /��/ CG-2 CUAB / /' \ ?y, / O LOT 14 (0.095ACRE5i z c Q 6' PLANTING STRIP ! / i ( c , FC / a v G ' LOT 2 � I OO [�L- *OPEN o SPACE E' w PROPOS �tFOq$Fq\ 22' / OF W/ /� /7�� ^ pC� N l / ey iLj \ C �. yO�: W/V r��/4/-.7 W 25' MAX:ERONT _ / LOT 3 o° ti° STREET SIGN TyF F/1V/) k ' - - ge'-MIAL BLDG / �'/ PROPOSED y J . . . . . . N w-- SETBACK / / / /.. /M / \/ / a /' I I SEPARATION-/�; 6' PLANTING STRIP a / , /� O d PROPOSED 7 '� � 2' C W Q O (TYPICAL) / J NOGN (TYP) 7 2 4\` ./.. % / W a W W W a y% �' 'STOP SIGN / / / , �, PROPOS501 ED F VAR. WIDTH SIGHT FqR / 1p0 AREA OF VDOT EOCNL�NE MP OUT _,CG-12 (TYP.) i DISTANCE EASEMENT N ,S �6. W BENCH D K J FTe / \ R J Q 1 4 / / LOT 4 / F ' qC% , \ a IRON ROD - STD. WP-2 MILL 5 - - - \ 1 I , ELEV.=396.24' z 1 ,°I yeti y LL Z & OVERLAY LOT12 OCHLYN HILL DRIVEPROPOSED ° T STD. (54' RIW) / STREET: SIGN 7 /' _ : \ -". _ : h Cam- - -296. R-�QBLIC ROAD MAINTAINED BP WO-T- -� C ,' / 3 R _ - - - - - - - - _ R 7 LOTS '/ ' °' ------ _ - - ~ > 011 1 �R 89i a 4 BUMR OUT PROPOSED 5' ----- ----- - I O W LU CONC. SIDEWALK j'pz VDOCG 9D r----- it J 1\96,E /' ti b I Q Q H1 \ SAn �2 °W W W W W W W W W •Y W W W Z8,"rO i' i'..- \ ♦ o I v, .•ff T ` i I PROPOSED I 2 a 08 `" 6' PLANTING STR� O/4,� ����5 �y' / LOT 6 LOT 11 I I VDOT ST \ \ v v r v W W NO PARKING MW w W W w .r W W w W W w .v •v °v W �JijT� Q`�.�FT6 �' '� '� �W W I SIGN (TYP). 1 1111 CG-9D a 21 PROPOSED 9(�/ / a 'N __--__i I J c pW •Y W W W W W W •Y W W m CG-6B''CUR�/WI- W W w .v W .v .v W W w .r W w .v W W w W \ \ \* _ p, % / I W W •` W 1 - - - - 123' -.-- --�_ 1 ,A °'.'i 21 ONST EET 2 E II II�/��� WM W W W W W W W W W W W W W W W W W W W W ` \ 1 •„ - PARKING W -Q \ / ^•Y W W W W W W W W W •Y W W W W W W 9 QJJST,F EET, �`\.. `\ '/ W W $'MI L c "' ACES( 'X20') z o OPENSPACE / // i '° �',W �W/ W•G • W•Y W WW W WW W WW W WW W WW W WW W •Y W WW W WW W WW W WW W WW W •WY W .y W Wm W WW W •mV W m \`�1\ b ul 0 I = z SPACE(92W . (TYPICAL) zLOT10 \ \// J`i/ / './ ' . ._ ^ W WW w W•y w',W W //�W� W WW Wu• WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW Wd• WW WW WWW WW WWW WW W W WW W WW W W W WW W W F\ �e'�� \ I z01. io MIN. BLDG LOT7 SEPARATION W U Lp OwN (TYPICAL) 9FC-FICzPROPOSED 5' PARKING ILL''�CONC*SIDEWALK 0 LOCHL YN HILL OPEN -SPACER ICALU) WU / PARK - CURRENTLY W, W W W W W W W 0.929 ACRES W W W W W W _ I W W y .. __- - 120' 2s' T \/ UNDER CONSTRUCTION •e W WW W WW W WW W WW W JW• W WW � WW W WW W 4W• W WW W WW W WW W WW � WW W WW W W � G W W \\ - � 122_ I1 I NAy ZII E IP-EIPn BUMP U NO PARKINI o SIGNS PROPOSED 5' fn W (TV4pICAL) dd W W \ \ \ - 1 �'. W W I %J LOT 9 ' I CONC. - p a a / / ." °< • _•, -'" i/�� ��/�/ � °, j° -' .L'. .WW WWW W�•WY VWW+' 'WWWW WW WWW WWWW •WWY WWJW• �WWW WWW•Y WWWW WWWW WWWW WWWW WWWW WWW•Y WWWW WWWW WWWW WWWW •WWY WWJW• WWWW •WWWY WWWW WWWW WWWW WWWW WWWW WWW•Y WWWW WWWW •WWWY WWWW •WWY WWJW• WWWW WW•WY WWW WWWW WWW WWWW WWW •WWY WmW WWW W W $ •Y '�' °:, !` `•1. 1\1I• II t 1°�3.82 vM� 1.11a. 1 1°a WW �-vi_ •„z• �^� -,_-._._•T_OVDOT PROPOSED LOTS SD. 2 MILL & OVERLAY STOP SIGN JMP OUT /' `� • - °P ° �� QN G LTIEFN TOTHE EXISTING ------ -- i--------- SIDEWALKS 0 86 4333° W fi2.1N3.59 E Lu O W U C} W „a• W W W W W W W W W W W W m° o V 299.87 1 1 OVDOT STD. JOB O. 46.8Z AY CG 9D 112062 COMMON AREA EXISTING 11 EXIs STOP SIGN sroP NOPEN SPACE 2 o0 1 30 -- rr r ' _ I I I I � SHEET NO. S3' R R/W 4 ° \ _ _ w \ w \ ®�. Rrk 2831-503 NOTE: EXISTING SANITARY LATERALS SHALL BE ABANDONED. PROPOSED Rivanna Water & Sewer Authority (RWSA) PORK w w } D - 603 (PLAT) LOTS SHALL UTILIZE NEW SANITARY SEWER LATERALS AS SHOWN ON General Water & Sanitary Sewer Notes TH 0 RT LANE E4ST w \ k/ THIS SHEET. 1. All materials and methods of construction shall comply with the latest version of the General %lf� \ ° 148J \ w \ / / Water and Sewer Construction Specifications as adopted by the Albemarle County Service (IC-) �Authority on January 15, 1998, except as modified below. 2. All construction materials and methods of construction must be approved by RWSA prior to COTT R. LLINS'Zthe start of work. A preconstruction conference with RWSA is required prior to the start of- F �qN+ work. No. 35791 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). g 04/05/22 k4 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business 0 �� days prior to the start of construction. SSIoNAL 'I( 1}®� I \ w \+ k k 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. TMP 61AO-06-1A-00100 } / EXISTING/18" RWSA D.I. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the HAIGHT, MICHAEL ROBERT & \� °, k/ WATER NE existing system. All doghouse manholes must be pressure tested before a connection is COLLEEN PATRICIA GILLIS w \ ° k made to the system. F 1 ZONING: R-4 ° 7. The location of existing utilities as shown on the plans is from data available at the time of 1 I \ / TMP 48B-1 I I I 1 I USE: SFD UNIT IRF ' I CITY OF CHARLOTTESI//LLE design and is not necessarily complete or accurate. The Contractor shall be responsible I 1 D.B. 45119 PG.673 _— �. EXISTING 10" ACS .I. for the verification of the location, size and depth of all existing utilities, both surface and _ w PARCEL A, PEN PARK � WATERLINE DB 507-427, 432 PLAT subsurface. The Contractor shall immediately notify the Engineer of any discrepancies c between the plans and field conditions. The Contractor shall use due diligence to protect e PUBLIC GOLF COURSE all utilities and structures from damage at all times, whether shown on the plans or not. ; " W Damage to any existing utilities shall be repaired by the Contractor to the original condition z z z (p04j0 at no additional cost to the Owner. z X X DENSE TREES H�Yh j0 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement 0 o f f f IMP 61A0-06-1A-00200 \ w - �NF Hq( without special written permission from RWSA. No grading or filling shall be permitted in a UM O O O - 1 1 w \� EXISTING LA L TO the RWSA easement unless permitted otherwise by RWSA in writing. Vl EARL CHANDLER PARKER w U \ REMAIN TO SERVE LOT 22 - c — 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission In m z z z c I I 1 1 L/NDA MAR/E PARKER R w \ METER TO BE SHIFTED and RWSA approval of the blasting plan. Ground monitoring during blasting and a o � 0 0 0 r ZONING R-4 RF \ W c� c/ c/ I \ OUT OF SIDEWALK O z I O 1 USE: SFD UNIT \ w pre -blast survey may be required. For blasting within 100 feet of any operative RWSA 0 a IX IX ( - n 1 I ^I \ sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may U) D.B. 4819 2CrF39 — —_I \ also require certification from a licensed professional engineer stating that theproposed q P 9 9 > z 0 0 0 blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall Lu `" Lu Lu L be repaired by the Contractor to the original condition at no additional cost to the Owner. H w w w 5 I \ 1. T e contractor shall observe minimum separation requirements for utility crossings. When a ` EXISTING WATER rossing is made under an existing facility, adequate structural support shall be provided / II J r 1 1 _ AND LATERAL TO BE o w, Aq for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone W —1 ' r -I a fir -REMOVED RATS MH TO 419.6' [ Z DEC' �' \� �oFo / to the spring line of the existing pipe. c `� �o Y' w og eq o Ce 11. New water main installations shall be tested, chlorinated, flushed and water samples t y IMP 61AO-06-1A-00300 RWA L \ 9 Tp EXISTING WATER MET I w w o O° approved prior to making any permanent connection to the public water system. Approved L I 1 Z 1 HENRY C CHA/KLIN & DECK r �s �Bl Qj AND LATERAL TO REMAIN methods of fillip and flushing new water mains will be required to prevent an i II fn I o c 9 9 q P Y 1 KATHERINE LOUISE PECK p ti w S� ° GSFJ 6? TO SERVE LOT 20 contamination of the public waters stem. 1 I RWAgC / 0 \ T 2� P Y L� ` 1 1 ZONING. R-4 �a IR w 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities I 1 I USE SFD UNIT s•• G EXISTING WATER METER I — -- / into service. I 11 II D.B. 4794, PG.131 _--- \ / ' w �`w7, AND LATERAL TO REMAIN w EXISTING FIRE 13. No permanent structural facilities will be permitted in the RWSA easement. This includes \ TO SERVE LOT 17 w w YDRANT ASSEMBLY TO building overhangs, retaining walls, footers for any structure, drainage structures, etc. a,. 14. Trees are not permitted in the RWSA easement. CLEAN \ / PROPOSED SANITARY LOT22 % 4` w REMAIN PROPOSED g WATER OUT \ SEWER LATERAL / w METER &LATERAL TYP. c N \ \ r _ 1 / / \ LOTS 21,19,18,16) GRAPHIC SCALE N N ,' / EXISTING 8" 1 i / IR �„ O1 �' 0 d SANITARY SEWER / w 30 0 15 30 60 120 N o N TMP 61A0-06-1A-00400 \ \� CONNECT A ER AL TO / ^ .+ o < MICHAEL CORBETT V �A i / / i � �y �� MICHELLE CORBETT \ \ i EXISTING 8" i w LOT 21 WATERLINE \ ZONING. R-4 \ SANITARY SEWER/' ' °� ) I 1 I USE: SFD UNIT "I \ / / / Q i \� EXISTING WATER METERS ( IN FEET ® I D.B. 4854 �G3CT 43 i / / ' '� Z \ \ \ AND LATERALS TO REMAIN 1 inch = 30 ft. — ----r— S 85'49'56" E\ N / i v LR w RAISE RIM TO 412.4 �'g Q.5 \ TO SERVE LOT 15, 14, 13 50.48' \ '" W ` ' _, INV: IN 8" DIP=400.)' 1 I - — INV. IN-8'-TCP (W)=39$/5' / LOT 20 �_� -- — N 11'15'10"W W A � �. INV. OUT 8"iC. 9'8.2`/ ��� % /; � 76„ —1 _ _ L9 � N� 4,." E"\W W ��: �, � '�_ ; LOT 19; / F q3 \ w \ ' � � f� I I J 1— rJ 23. 14 M I 1 I N 11'15'10" M j IMP 61A0 O6 1A-00500 x ° �� " `� \ \ STAKE AND PROTECT 7.00 RF LOj`18 \- D I / w w 18" W/L VALVE BOX HOLLY NELSON DAVIS N . � >Ne �W �� ,W `may '" T° / % \�o \ w s DURING CONSTRUCTIO I ZONING. R-4 / LOT17 / a� PrROPOSEDPRIVATE�jUSE' SFD UNIT 10'SAITARYS�WEu /�\ \&\ IRF IRI F D.B. 4737, /EASEMENTSFONG 8" TC LOT16, LOTS 1-3,21 & 22 �A TARY SEWER �a LO-1,S d 13 I I 1 I LOT 1 //; \\ 3 y o 0 / r EXITING 20' ACSA SANITAtY ) w o- e I rL6T14 "II y \ yz \ I �� of I — • — � r SEiW�Rr�ASEMENT CREATED ` \' 1 `� `\ � 1 WITH COCHLYN PHASES §/ /' L�i3' " \ TIE- N16" DI WATER LINE I LOT 2 i e F W yl ti 1" 6 /SITE PLAN AMENDMENT #3 ; y q� q� / { �\ TO STING 10" ACSA WATERLIN w o <Fy ff' W W \ WIT �0'1 T.S.&V. & 45° BEND r r i l r ghyFO>_=�_ o• W v \ TMP 61A0-06-1A-00600 r r , r / � `.v e � / ---- _ U VAN DER VOORT THOMAS L JR i ----- --ar l / --- rr LOT.i PROPOSED / / / W/yyW W W W y W W W y \ F DENSE LRFFS OR JOAN L HORN ry - i l r ----- - _ I PRIVATE SANITARY I I ZONING: R-4 0 t SEWER LATERAL USE SFD UNIT / r Pi4000SED eCt,52 DI i EASEMENT / n i Y'-,i \\ r "� '� -- I I I D.B. 4619, PG485 ----------r -- - ----- i rATERLINE i / i / �� - i >✓ \ \ \. I I 501 II I ®_ EO BENCH MARK ° NE LOT 4 IRON ROD I\ '`J, \ \ ELEV.=396.24 LOCHIL — MH-B LOT12 I — / RAISE RIM T0f I12.0 NV N 3" 92 4' _ v ' '• 21J6J_ , " — I4W)`3 - 'r ', EX RIM „II 0, - _ _ — I 1 CfP' i 1 -" _ -- 4 P/�� 1, INV IN-3"/tI 393.8' LOTS ----NEW - s„ — — — — — — — — — 4 -- - - M - PROPOSED- WAT R \ / b INV. IN ,h' VC/ (SE=390.9' / .. INV-IN_4 _-PYC- E-}=398t8' METER & LATERA (T ) NV. IN 4'` PVG\(SW)=390.9' II \ ��N R�� N� :' INS/. IN 8„ X6-390.8 i � , � o \ �\ 2 `� INV. IN 8 PVC (NW)=389.8$ I 9 < q OUT 8" PVC 9O.7' i'/i ,PROPO SANITARY SEWER m o I P 1 $ D.I� WAT�RLIt�E WITH r \ / LOT 6 W a 0 RSA P. �� G • . , W W W W W W W P PO D D.I. W W .� W �. W �. .� W .� \ �. �, \ �� I NEW INV. OUT 8 PVC-389.75 N I I o "1 - /I 6 • \� LOT11 �o I / 0 V ^ YVATFRLIf y / I `I PROPOSED 6" CL. 52 DI WATERLINE I ° \ p'JW W W W I � 21 ,`\ '�� �_ \ / / // / /, /' //e� �/ � /11 II /I//�%/ WM�� WW WW WW WW WW W°Y WW WW WW WW JW• °WY WW WW WW WW WW W WW Wv WW W WW W WW °Y WW W WW W WY\\W \\WV�\ .Y W \W \ \\ \ \-W:'. \ \ \ ---- -- PROPOSED FIRE HYDRAEXISTING 6" TCP I ISANITARY SEWER I I '� / + ' y' /•° '/ �� W W W •Y W W W W W Y W W AySSEM(B�LYTO BE UPGRADED �. \� �' \\ �, . �\ •-: \ qq/pp. ,/�,I I j {� W W 6" Q V' W \W W \\\ W \ \ XISTkNG !N' AGSA SANITARY /fj\� \ _111 \\� I �''� I 1 fl �I TO 8' SDR 35 VC I / /• i / W .G Y W W W W W W Y W W W W y'X4" fZEDgCEF�, J I I I \\ \\ \ \ SEWE, BASEMENT TO BE \\ I LOT 1Q I I \\/ / /\/� / / T ` f ,• '7" / // 3 i/i �' / // / /// ✓/ // //// / / / /- / // co W WW : wW W' wW wU V. //�Ww� Wv -- WW WWr WWw WW WWw WWv WWW WWW WW WWW WWw WW WWW W.Wr WWW WWW WWw WWW WWW WWW WWW WWW WWw WWW WWw WWW WWW W.r WWY •Y WWw yW \ W\WW \ \.Wr WW\ wW\WWw \ .WW?.\\\\`W D1'\ 'W kF \ W \y\\\ \ \\ \ \ \\ \ \\ ' ,\-/-\'`. i '1I1'I 1 i rIliL._ II1Y 1! iJTI I I n RABANDONED LOT7OPO E FIRE HYD NT SPROPOSED SANITARY SEM LY TYP.) SEWER LATERAL 90BEN '7I1 ----_ —__— EX MH-28A C"G.V. LOCHL YN HILL WPROO4" 6L. 53DI rMP 1PARK-CURRENTLY VATELIN ----------- RIM MH=390.40' CITY OF CHAR0 LE INV. tN 376.40UNDER CONSTRUCTION ACSA AWNED EXH284. v W II PARCEL APEN PARK ACSA OWNED SAI�,�Y DROP INV. IN=382.40`USE PUBLIC GOLF COURSE 7MP 0-06/18-000AO \M OF EX MA 91 DB 507-427, 432 PLAT SEWER UPSTREAINV. OUT 376.30' LOCNl DEVELOPMENT PROPOSED 20' ,I G,ROUPLLC �_ W W W W Y W W W w W W W w DRAINA+GEEASEMENTW yC LOTS \ h{1LL OPEN SPACE IB-A ✓. W W W W W W W W W W W W W W W W W W W W W W W W W--L----' J \ W---------- 44fb, PG. 197, 243 (PLAT) PROPOSED 900 BEND -------- i I &IBLOW OFF ASSEMBLY — --' --' I IW l y W I t • o IRF °a 115:65�-- 3.59.... .° --.' -° - 11°3.` ILJY•I RLOTTESVILLE \\ _ - OWNED SANITAR ER ..°-- — ��S��r��� 299.87 ,. I —,.,— —n,—. —�— — EX MH28 - - TLY UNDER FOR DEDICATION) — — a • ° • _ '�S71T YEW d --s,— —.m— "'130WNTST�tEAM OF A- (PLAT CURREN _ — > —�---- —_ COMMON AREA STR �— _r _.—.—. a ° OPEN SPACE 2 " , _ _..,-._R/W) -410 - _ - - -.h IA1S ND 6 p638 MDIP 339 5 PVC 375 5' ° III d- z r It a 0 ° W N � �° ° W a > o J ZLLi J Q z z° ` c>n LL. Q a W >L9 �- ` o `~ 1 ~ U 0 O w Lr- Z J Q J� `- Q 2 = I--i ° W U J r Y J � o Ul Z O ` Z z Z W W Z 2 Z LuZ U � O N z N LL J J o J U) o a Wa O N U x L y 0 N y Lu I W E J U a °o JOB NO. 112062 0 ° SCALE 1 "=30' ° ` 0 SHEET NO. a 5 ° PEN PgRK% \ W ,. W R + D 603 (PLAT) / \ v LANEEgS� \ q, V VOLUME ANALYSIS: V ° RT 1481 \ ww k CUT: 390 CY FILL: 35,977 CY (1.15 FACTOR APPLIED � 442 w I j k \ \ \ I NET: 35,587 CY FILL 446.2 42a3 I I 232---- 1 ° "4'4 .3 + V i --_-11 - III 1 I TMP 61A0 06 )A-00100 HAIGHT MICHAEL ROBERT & 1 COLLEEN PATRICIA GILLIS k ZONING: R-4 1 23 TMP 48B-1 ------ / 1 I I I 1 USE SFD UNIT I RF _ CITY OF C% ARLOTTESVILLE / 4 11 — 11 1 D.B. 45119 PG.673 _ _ w l' \ \ PARCEL A, PEN -R4RK 4 _ — ° ,1 1 1 — 1 V A - `.DB 507-427, 432 Pt4-T, PUBLIC GOLF COURSE � I r 44 I — j 232B 2 j DENSE -/`9' ���• w \� A \Yd' ?0 4456 __�� i \ �� ( A w w v�Z4x°o \ 41� 1 1 1 IMP 61A0-06-1A-00200 — 1 I EARL CHANDLER PARKER WX ' LINDA MARIE PARKER i i R' \� / \ \ --- _ - - \, \\----------- --- I v \ ° 1 1 I � v 1 ZONING: R-4\\��` 1 USE' SFD UNIT _- 1 i 1 v _ n 1 _ _�-1 I \ \ \ 4197 1 1 I = 1 D.B. 4819 2Cr739 r 230 DECK��0� 77 IMP 61AO-06-1A-00_39D i \ \ RWL i \pe I I Z 1 1 HENRY_C-CHAIKLIN & \ \ 1 1 N,1--KA%HERINE LOUISE PECK \ \ J RyAq( ���@ _ 1 1 1----- ` °� 41 �9\• I GRAPHIC SCALE \ ZONING. R-4 i a \ > 1 I \ 1 II USE' SFD UNIT —1 / , - IR d 2 c \ ----- ,T� 1 4 \' %J I 30 0 15 30 60 1 1 1 D.B. 4794, PG.131-- - i 4� i i ii '� i _ 228 ,.A 6x \� A w w °0 \ 1 I ��4__- i ° A A vA i i EXISTING MANAG '" < —' V I ICLEAN \ i SLOPES (TYPI -L0'T 22 i /�� 1 � w \� (IN FEET ) OUT \ �•� i ,/ 1 inch = 30 It, TMP 61AO-0-1A-00400 i \ i Y- R d I I I MICHAEL CORBETT226 - -1— MICHELLE CORBETT d _ \ ,\ \ / / LOT21 1 I ZONING. R-4 USE- SFD UNITzjx 1 D.B. 4854 G4C� — I 1 4 L r H 00 \--�r— 1 S 854656E �I N 3 \ ; / / off/ y 18 \\ \ \ \ ' 1 _ 12"YARD DRAIN I 1 /_ 1 2 1 _ -- — _ — — — — N 11"15'10" W 240 I �,a IN 10' PRIvnrE / \ w\ 1 , , / DRAINAGE ESMT. 6" l YD G 1 _ _ 25.14 W �v / y S� / F g3 \ W \ 18" ADS = /' — ' ' DRAIN BASI \ 5 N 11'15'10" W /. o As, \ w\ N I / \ � ��b W W � \ � .. \ \ � ; YD F � s � IRF w \ w TOP=416.00 ---1 I I \ \ r \I IMP 61A0-06-1A-00500 17.00' RF i =2 W W W` W \ yr i// DRAIN BASIN y T W 12" YARD DRAIN ' HOLLY NELSON DAMS y W \\� W W W i TOP=413.0 / \ �� \� d IN 10' PRIVATE ' I ZONING: R-4 y y y �\ �I / W\\ y W 4 ` 236 �' 'Z0 °O DRAINAGE ESMT. I l ( l \\ l . �� /' ' / Y/ �"h �~ /;/ / " \ - W F IRF IRF � xC / I 1 I USE.- SFD UNIT % , W 1 1 1 I D.B. 4737 PG581 / / r, W �'41Lt / i _ w __' 1 / // i // / ti a \ 237 \ / I / / / � 20' PUBLIC _ / '.'.'.'.'.'.. ..\ _ _ '� ' ' / l i O � 2 L'OTi '�' ,' / DRAINAGE ESMT. / 238\ _ i - �\ T 'p ��.. / _ - \__ ___/ I� // r c� 1� w \ � ,r` c � Z LOT 2 / / i o �y �� t1 / \ i co 0 r x / �w 6 / 11 I I �V �v YDE 1 0 A I / IAizl v II i / _.. ti�-� I, I v� , 18"ADS TMP 61A0 06 1A 00600 / ,/ ,r i / 7, , B DRAIN BASIN W / W W - v - -\ I / I / Z�1 � �\ O / 22 � �F - i D�NSE 7RFLS —I— — 1 VAN DER WORT THOMAS L JR LOT 3- I OR JOAN L HORN I \ d \ — I I ZONING: R-4 0 �� ii' i \ / 1 USE. SFD UNIT / l 02�, i i i - \/ 40 I\ i Fb D.B. 4619, PG485/ =o BENCH )�W / ,:� .? I I., J oa ice' DRAINAGE ESMT.---� / 14 1 ®� ®�`®_ HOC 206 208 �e LOt4 234 `� y I I / %RON,ROD -- 11 ��i 1 � , — 1 LOT 12 t sr +oo O _ / 'f1L RDy� I \ ` I �%\ T/.�\ aC� i _ -4O ---- ---- -- � `� 205 9g - - - / YD C � .` v / �1-7 -- - - I• \ iw\ IQ i '/ i "� i 'd / '. I I i \,- , ..�/ 18 ADS \ —�'y / �.. 1 1 / / / / / / 1 I `, � \ -. ... ""' I • ,' j.. 1 I /.- � ` -DRAIN BASIN I I ,' ' ° i �\v i`, �.. , _ a /. _-'. ' �o° i . r I .. � \. / fir.. I`\ ' '1 / - / -. TOP=402.0 \\ ` \ -. -, - F - --. '1 1 •a` 1 a it i l / , / 38B3 I C` I 4 _ I \ \ . \ � i} Oj1. / _.--_• _, W W � - ; I O h 4 • / 1.. I �'. / / / � _\ I I O I I/ // , / / / 18"ADS... _ DRAIN BASIN 18"ADS '� / W W W 'W W W W W / W / W '; • \.. I... �, I. � -.. W -- TOP=400.5 DRAIN BASIN N 4o Co m f r i / l e \ /• e!R / ---' ___ 204 r TZ I r� / I / 387.7 LOT 6 � � 1 ' TOP 400.5 r YDD 21 18"ADS `V IN 396.5 DRAIN BASIN jyVO\.L1 TOP=aOO.O N, 1 1 -,.-. \• �'II IIII// W W W W .{. W W� W W W W W W W W W W W W W S W W W / W W� / W •D / W W �\ W_ I A VA. A...' A '� p�F .ICJ /`u\ l \ W `l \.p \\ �\ \ \ .1 _ \�\ �.'.\ \,-\ IN 10' PRIVATE �• /• / f 1' /' i W )l / W / .v'' W-v. W W w PROPOSED 20' W v/ W W h W \ t�\`\ j\>'\ \' DRAINAGE ESMT. / / I ,/ / W •G W /W / W/ W �.y W W W W W DRAINAGE EASEMENT W r W `� /W \ W I I 1 \'K ------ �v \ w�C ,� �214 /W W •Y W W W��-W_--W-- W W__ W W IW W / \ I` 1 \ I II\ m W I I � I FEDERAL LOT i W W WJ W W W W / W Wj W \ I \\ j .I(.tOO * t `.°. ��\\\\\ JANI. BREAK /\ .,J dll o. I li\11 12"YARD DRAIN ' _J ,/ \ / ------ I \ \ - I IN 10' PRIVATE v INUNDATION T� - �- I ' W W W / W W / \W �\ ZONE *' DRAINAGE ESMT _ .. \` LOCK HWIL/ W . .1= W- / W W W W W W W W W W W W W W W W \ W /'/'' l � l / /' / l \� I *\ � � �\ \�FjER COUNTY CIS) W 1r 96.+III ' r \ / a: W_. W W/ W W/ W W W W W W W W W W N^' W W �` \ ',L- —"�—/ 2O'PUBLIC y II 1 WI II ♦ 1 .. L _-_ _ __,- I l l I TI PARK- CIaRRE TLV � ,- , _ a F/W W I W / , W / W W W W W W W W W W Wi W / W I \ d'� W \\ .. Y ° . j \\_ \ \ � .. v " DRAINAGE ESMT. 1 1 II I I II � l . _ . II. - - -- - m / l I CITY OF t - UMDER,EON UC�IO y W I/ W // W W W W W W W W W 9' W W ! W W\\' W 4 ° V `± _,\ -rJ \ \I 1 I W 11 TIE PROPOSED DRAINAGE INTO --r PARCEL A, PEN PARK / —- I EXISTING STRUCTURE EX 58 '.I IV, 2 3 - I 244 I USE PUBLIC GOLF COUR W W W W W W W W W W W W W W W W \ 1 W N. W iW W \ i\ . 111�- TIEEXISTNGESPOSTRUC NURE EX 6AGE 02 i I I I I - W I W / / - I I LOT 9 DB 507-427, 432 PLAT MP AO-0� 1B-000AO i �— J / / /'// a y � W W .W V. W- /,G l W/�l W W W W W W W W W W W W,N%W W � W W W W W W W W W W W W W W W � W �I \�`I\ I' , \'I 11 \I _III 111 I q W : II III 242 / LOCH N HILk DEVELOPMENT — C _ W GR UP LLC W W W /W _ LOT 8 W' `' /a / W W/ W W W w/ W W W W W W w W LO L-YN-YLL- OPEN- SPACE 1BtA S R1NAGS INTO o / / B. 4416, PG. 197, 24L(1SLAT)/ __''.,.: W /'W ,/� W,' W W W W, /W W W W W _� _- --W' W EiCISTIf)1GSSPtU R 202 r n 1 -- / EX 9,4 / I \ I\ \ _ I - • IRF l I .F ��_—_i ��//- ,.W, W//W ,'W /J•II II W W W W /'W W W i4• W W W W i' -W- W _-W J OU 9'~ J W / �1 ' !�_ G12 — EX 58 \ / r �/ 87; // = ----- --- , -- EXISTING G1TY STREET TION) O --- 299 m_ _..,— —",—. _ —. STREET — — 4, ------ I d X 96 > (PLATiCURRENMY UN' FOR T + ' E — / I X 94 -INST -NO � COMMON AREA1r1�' 41/0 ,-- --- _.,Tf1LfZC�ND s !I i 43-4.32 ----- ' 6PEN SPA�� 2 - - _",- - 3.5' R/w) -. / • s a _n ��QB16,-P63811 '— Soo a ° " — -- --- a a No. 35791 04/05/22�� k IONAL EGGS U) z z z0 z f f f a O O O` U) U Z w m> 0 j 0 5 0 z U U U = O o a . F�1 L E a a a z (n Cn C H Lu Ce ` rl N .--I N N 0 N O N .+ o SE Nt d' z L� N 0 a- 0 0 W N L3 ° z� Q J Z W J J Q W o (` z \ / Q o 'L L.L z` W L9 ° F-�� �/ L.L 0 o 3 J � Q - I N - 2 a- r n V 0 a U J z w 2 Q Q ° F— u z / A V O ` D z z U' J z w w Z 2 z W U w Lu � _ I O N Z 1LLL J 0 o J/U)� VJ o F- a 0 W n a U x V y 0Lu 0 N 0 W N D U 2 In p JOB NO. 112062 0 ° SCALE 1 „=30' ° ` 0 36 SHEET NO. a 6 TYPICAL ROAD SECTIONS N TS NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER X OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT C/L RAW II'' FINISHED GRADE CG-6 POINT OF CG-6 4' CONCRETE 3' CURB & GUTTER CURB & GUTTER 3' 4" CONCRETE 2,Z SIDEWALK CLEAR ZONES IIC�LEAR ZONE��II SIDEWALK PX \\ X I I1 SURFACE f�' 2 1 M EXIST. GROUND EXIST. GROUND 2X 2$ 2$ 2£ 6' PLAN77NG -S ' STRIP 6' P 7R1P 4" VDOT 21A fie' wor s• r STRIP 4" VDOT 21A STONE BASE 5 iraA4£ BASE SUBBASE 21A 5E STONE BASE EXIST. GROUND 10 5 6 BTTO �2.5 6 5 IO NE EXIST. GROUND 91 9'- 9 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29'F/C-F/C 54' *NOTE: UUNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFICIC R/W ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD NOTE., TYPICAL NZ16!HBORH00P STRFFF SUCTION (54' R%fY� TRAVEL LANES WITH PARKING ON ONE SIDE LOCHLYN HILL DRIVE CS-SSAR RESIDENTIAL & .fIXFP USE SUBDIVISION STREET DESIGN SPEED.• 25 .VPH NOTE. PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT C/L RAW CG-6 CG-6 POINT OF 4" CONCRETE 3• CURB &GUTTER FINISHED GRADE CURB &GUTTER p.� SIDEWALK �C'LEAR ZONEI CLEAR ZONE o,X SURFACE 2.1 M EXIST. GROUND 2$ 2Z 2X 2% EXIST. GROUND 6'.� ', ' STRIP 6' PLANTING ' PLAN77NG 4" VDOT 2fA - woT 6• OT STRIP STONE BASE s 11AAE BASE SUBBASE STONE EXIST. GROUND BASE BASE EXIST. GROUND VAR s fi 2.s 25VA 9 9 9 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29'F/C-F/C VAR. *NOTE.- UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R� NOTE: TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TRAVEL LANES WITH TYPICAL jVMr6! 'BORH0019 STREL'T SUCTION TAR. R/#YJ PARKING ON ONE SIDE PEN PARK LANE GS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH 0 Wei% OF 4" 2" R CURB 8a 6" 1:1+ 4 13'+ 7" O 1' 2' DOT 21A STONE BASE STANDARD CC-6 UNDER CURB & CHECKED CURB & GUTTER BY VDOT PRIOR TO PAVING NO SCALE AND/OR BACKFILLING. . • YKiYiYKKiYiYKK•Y-iYKKiY CONCRETE21-A STONE BA NO SCALE • SURFACE COURSE I,,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSEBASE COURSE, VDOT #21A ,11111111111111111111111111111 6"-B" COMPACTED AGGREGATE OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING• 1, 1 NO SCALE o = VDOT #21A ROAD NOTES STONE BASE UNDER CURB. GRADING 1 s 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 UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED PAVEMENT 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 SS VALUES ARE LESS THAN 10 THE / D TRIP GENERATION SCALE: 1" = 150' / 0 NONE 71 I B, 114 72 -- I B 67 .\ 1.7 7. (S 4 .v U _ _ � o e <B <, I I � i / � Table 4: Pavement Design (VDOT Pavement Design Guide) No. 35791 ,� 02/08/22 'eon k IONAL E�Gl z z z LU LU LU ZO f f ) O �aU)000 z z z U Z LU m U U U U U U O o • � •1 Lr)-) Ca C G a a a LU LU LU LU �..� > > > .--i N .--I N N CD N O N L9 M M N � z Q O U-) i 0 W � J Q o ° N 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 Evanson Alley & Ellie Alley 103 2 123 4 4 7.46 SM-9.5 2 2.25 BM-25 1 * 2.25 21A 8 0.6 11.55 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 ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES METHOD OF CORRECTION. 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 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 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 MEETS REQUIRED GRADATION FOR TYPE 1, H, OR III PRIOR TO PLACING AGGREGATE BASE. CONSTRUCTION. 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 PRIVATE 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 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. IF A 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) 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 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 J. 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 BEFORE SURFACE TREATMENT IS APPLIED. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL OTHERWISE NOTED ON PLANS. (PRIME COAT RC-250 ® 0.3 GAL.ISQ. YD.). DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 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. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE COURSE. 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF 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 FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE STREETS RIGHT OF WAY. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ALBEMARLE COUNTY 5. INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE GENERAL CONSTRUCTION NOTES ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). BEING COVERED. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SHALL CONFORM TO VDOT STANDARD PE-1. 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 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH 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 8. ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, REQUIREMENTS OF THE PERMIT SHALL GOVERN. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND AND STANDARDS VDOT UNLESS OTHERWISE NOTED. RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 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 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. AS SOON AS POSSIBLE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 10. AFFIC CONTROL OR OTHER REGULATORY SIGNS TRAFFIC BARRICADES SHALL BE INSTALLED TR 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, vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. OF THE FINAL INSPECTION. 6. PA VED, RIP -RAP OR STABILIZAT/ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. R A A DESIVDO vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR STABILIZE A DRAINAGE CHANNEL. 12 STANDARD OR CD-2 CROSS -DRAINS UNDER TO INSTALLED UNDER THE 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 AT TRAFFIC CONTROL DEVICES. SHOWN ON THE ROAD PROFILES. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL B. 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 ELIGIBLE FOR STATE MAINTENANCE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I NOTE: EVANSON ALLEY & ELLIE ALLEY SHALL INCLUDE A 1" BM-25 BINDER LAYER OF ASPHALT TI = INSTALLED OVER THE 8" STONE BASE FOR CONSTRUCTION TRAFFIC. THE FINAL 2" TOP COAT C 3PHALT SHALL BE INSTALLED AT THE END OF CONSTRUCTION. EXIST. GROUND EXIST. GROUND TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 22 SINGLE FAMILY (14 DETACHED, 8 ATTACHED) UNITS - CODE 210 & 230 ADT: 180 VPD 90 ENTER 190 EXIT AM PEAK: 14 VPH (4 ENTER 110 EXIT) PM PEAK: 19 VPH (13 ENTER /6 EXIT) PRIVATE ACCESS PRIVATE ACCESS EASEMENT C/L PO/NTOF EASEMENT I FIN/SHEDGRADE I 24":i' o soar U� �o� o ow ASPHALTB/NDER 8-nASTONE 30 10 2' a 'ICAL PRIMATE ALL�'Y SEG DESIGN SPEED LIMIT 201•nvh NOT TO SCALE EXIST. GROUND EXIST. GROUND INSPECTIONS NOTES 1. BUILDING OR STRUCTURES BUILT BEFORE ✓ANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. W 0 LU 0 J0o zLLJ J Q z U) cc LU L~L I- LL] > O C o L9 o O LU \ 3 _j z Q =z� 0 0 W2 U J LU Y J U o ` w = J E ~ z Q U ` I-1 D CO z ~ _ z w U �- z w Ly O N Z ___I J 0 o JU) o LL 1� wa 0 Wa a U x d Ur s L O 0 ° O N ;= p LU D U 2 U) ° JOB NO. 112062 0 ° SCALE AS SHOWN o M c ° SHEET NO. a 7 s CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CC-12 NOTE: COMPONENTS OF CURB RUMORS CONSIST OF THE FOLLOWING CG-W NYURMUC CEMENT SIDEWALK (EPM IN INCHES. AREA IN SQUARE YARDED HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES. MEA IN SQUARE YARDS) GENERAL NOTES, CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET' GENERAL NOTES, CURB WHEN REQUIRED (CG2 OR CG-3 IN LNEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) T EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHO0.0 EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WAR ING SHALL SHALE E PROVIDED BY LS APPROVED DOMES. 1. THE DETECTABLE WARNING SHALL E PROVIDED RI TRUNCATED DOMES. E SUMMARIZED FOR EACH CURB CUT PAP. E SUMMAROEO FOR EACH CURB CUT ROMP. NOTES 2. DETECTABLE WARNING SHAL BE FROM THE NOT APPROVED LIST FOR 2. DETECTABLE WARNING SHILL BE FROM THE MATERIALS APPROVED L6i FOR DETECTABLE WARNING SUFACES. SWELL PROS NOT LISTED SHALL MEET SIDEWALK RAMP 12-1 MAX DETECTABLE REQUI WMMIG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP Q:1 MAX THE REQUIREMENTS OF THE L BE S BMITTED T FOR STANDARDS DETECTABLE 46:1 MAX THE IN WSURF SURFACE OF THEE BE PROVISION FOR STANDARDS DETECTABLE 4Bn MAX 1. THIS ITEM WY BE PRECAST OR LAST IN PLACE. WARNING SURFACE AND SHILL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALE An SUBMITTED TO THE STANDARDS AND ` SPECIAL DESIGN SECTION FOR APPROVAL. \. SPECIAL DESIGN SECTION FOR APPROVAL. 1- 2 4CONCRETE 0W PSI IF PRECAST. CLASS Al IF CAST N PLACE, 3. SLOPING SIDES OF CURB NWP MY BE POURED MDNOLITHX:ILLY WITH RAMP 4' 3. &MIND SIDES OF CURB RAMP MAY BE PMWD MONWITHX:MLY WITH RMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BNLS. ""�� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. ''�� 3. COMBINATION CURB M CUTTER HAVING A RADIUM a. IF RANP FLOOR 5 PRECMi, HOLE$ MUST E PROVIDED FUR DOWEL BARS 50 °j_ 4. IF RAMP FLOOR IS PRECAST HOLES MUST RE PROVIDED FOR DOWEL BARS SIR e'j_ OF NO FEET OR LESS (ALONG FACE BE CURB) MAX NO .1 SHALL E PAD FOR AS RADIAL COMBINATION THAT F T T T F %I :1 A ADJOINING CARED SI06 CAN BE CAS N MADE AFTER PLACEMENT 0 THAT ADJOINING FLARED 9005 CAN RE CASs IN PLACE AFTER PLACEMENT OF O PRECAST RN.P FLAIR. PRECAST CONCRETE SHALL BE CLASS A-L. PRECAST RAMP FLOOR. PRECAST N TE SHALL BE C A-4 CUB M GETTER. E ECAS CO CITE LASS 5. MEOURED BARS ARE TO BE NO.5 X 8" PLACED 1' CENMR TO CENTER ALONG TYPE A 5. REQUIRED BARS ARE TO BE N0.5 % 8" PLACED ''CENTER i0 CENTER AONC TYPE A 4. FOR IRE BTH STAMMERED OPEN -GRADED MANAGE BOTH SEES E THE RAMP FLOM, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF TH RMP FLOOR, MO -DEPTH OF RAMP FLOUR. MINIMUM PERPENDICULAR LAYER, THE BOTTOM OF THE CURB & GUTTER CONCRETE COVER 1%s' mlt CONCRETE COVER 1%'• A ftNAREHE W� �A TO WTO THE�TH OF PE6. CURB / CURB AND GETTER SLOPE TRASTIONS ADJACENT TO CURB PAIRS 6. CURB I CURB AND BETTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 5 ` THE PAVEMENT. ARE IMIUDED IN PAYMENT FOR CURB I CURB AND GUTTER. P °5'MN ARE INCLUDED N PAYMENT FOR WRB / CURB AND BETTER.Dp%S. /LLOWABLE CRITERIA FOR THE USE OF CG-8). CURB RAPS ARE TO BE LOCATED M SHOWN ON TIE PLANS OR AS OIRECTEO 7. CURB RA1P5 ARE TO E LOCATED AS SXOWN ON TIE BANS OR R DIRECTED `� IS B,LSED ON ROADWAY WASSFlCATION ANDBY TIE ENGINEER. TREY ARE TO BE PROVIDED Ai INTERSECTIONS WIEREYER 12=Mp% BY TIE ENGINEER. TREY THI TO Bf PROVIDED AT F A HI LTI0N3 WHEREVER 12'1 MAX 1� ` ME R SPEED AS SHOWN N APPENDIXSEC A NCR ACCESSIBLE ROUTE WITHIN DF NIGHT E WAY OF A HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN TIE WGE ER WAY AL A HIGHWAY FAD&ITY 2" R THE RO/D ESGN MNDA IN THE SECTIONCROSSES A CURB REGARDEE55 OF WHETHER SIDEWALK IS EXISTING, PR,PDSED. CROSSES A CURS REGARDLESS Of WHETHER SIDEWALK IS EXISTING, PROPOSED, ,I a .I ON GS URBAN STANDARDS. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY W57 BE LOCATED WITHIN PEDE5TRAN CROSSWALKS TYPE B I I AS SHOWN W 0.AN5 OR AS DIRECTED BY THE ENCNEER, MO SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL �JA,, ,! HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLELUNOBSTRD ACCESSIBLETEPEMENTSEOFRA FA:LITAND TYTHAT CAN TGEPATH APPROACHD.ENTERED .,,vc i�'.'viy'1P ��V91�)�' AACCCESSIBETED ELEMENTSEOFR'A FACIAND LITYTHATTBE AATPPROACHCONNEED.ING ALL ENTERED AND USED BY PEDESTRIANS. ;,:`,���?"l,:J'`rKS;i�,,,n ;ZA v N AND usD BY PEDfsrRlANs. 5. RMPS NAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ,I 1�B. RAMPS MAY BE PLACED W RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT fIY'� ' M 1 THE CURB OPENING IS PLACED WITHIN TIE LMITS OF THE CROSSWALK AND :THE CURB OPENNG IS PLACED WTHIN THE LIMITS OF THE CROSSWALK ND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1M yA% ;\Cm• THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 121�AR PERPENDICULAR TO THE CURB. 5'WIN X X'A PERPENDICULAR TO TIE CURB. . MIN XX 9. TYPICAL CONCRETE SOEWAK IS 4" THICK. WHEN THE ENTRANCE RMICAWOT 9. TYPICAL CONCRETE 5DEWAK IS 4" THICK. WHEN THE ENTRANCE RADI CANNOTD D C D D ACCOIMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMHODATE TXE IDRNNG REOUREMf NiS OF ANTICPATEO XEAW TRIFNTRAFFIC, REFER TO STANDARD CG-13 C04MERCIA ENTRANCE (HEAVY A' MN TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' WNT AT X . 2" HIGHER THAN TT X , 2" XICXER TXM TRUCK TRAFFIC) FOR CONCRETE DEPYN \ EDGE OF PAVEMENT TRUCK TRAFFIC) FOR CONCRETE DEPTH. \ EDGE OF PAVEMENT : D D • D ! D ! D 10. WHEN CURB RAPS ARE USED IN CONJUNCTON WITH A SHARED USE PATH, \ AT XX .SANE AS iW OF CURB 10. WHEN CURB RAPS HIRE USED IN CONJUNCTION WITH A SHARED USE PATH, H, \ AT XX ,SAME AR TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED ME PATH. _ It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIACONAL TYPE C 11. WHEN ONLY ONE CURB RAMP 6 PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C - A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR A 4•% 4•LADINC AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR THE ETBOTTOM OBE �ME Cs URTRB AND INTO THE CROSSWALK WITHOUT CONIC INTO TIE TRAVELWAY. THIS 4' a 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THS 4' a 4' 6" T-O' LANDING AREA MAY INCLUDE THE GUTTER PAN. LANWG AREA MAY INCLUDE THE GUTTER PAN. PARNIEL TO THE SLOPE OF TRUNCATED DOME TRUNCATED DOME SVWASE Cq.NSES PIROVII A 12. AL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF 12. ALL CASES WHERE CURB RAPS INTERSECT A FUJ IL SECTION OF a .6 -2.e• C-L .S"-2.4•• 0-C MINIMUM DEPTH OF T" CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE CUB AT ENTRANCES M STREET CONNECTIONS THE DETECTABLE -� THIS AREA MAY E CONCRETE B MANTMED. WARNING SURFACE SHALL HAVE A FACTORY RADIM OR BE FIELD 0 0 0 0 0 z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O Olooz AT THE CPTON OF TIE COMR/CMR-MODIFED AS RECOMMENDED BY THE MANUFACTURER TO MATCH-MOOIRED AS RECOMMENDED BY THE MANUFACTURER TO MATWTHE BACK OF CURB. O O O O 0 0 0 0 0 0 0 THE BACK OF CURB. AO OO O 00 0 0 0u o 0 0 0 0 0 0 0 0 0 0 0 -F D o 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LADING RAMP +� o 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - (, 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 X-fi5X OF BASE DIAMETERb 0 0 0 0 0 0 0 0 0 0 0 0i9i DUNEER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 14 DETECTABLE WARNING ETECTARLEBACK OF WARNING BEE NOBACKE R OF CLUB O B/SE OMETER I VARIABLE FILL WIDTH OF RMP FLOpt SEE NOTE 12.WRB O BASE OMETER I VARIABLE FULL WIDTH OF RAMP FLOOR TS DETECTABLE WARNING TRUNCATED DOME PAT u4rcs PAY LE INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETAIL INSTALLED ON A RADIUS DETAIL DETAIL `VDOT SPECIFICATION XVCX7T SPECIFICATION SPECIFICATION HH `VHF ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS CC-12 DETECTABLE WARNING SURFACE COMBINATION 6 CURB AND GUTTER ROAD AND BRIDGE STANDARDS SHEET 1 OF b REVISION DATE (GENERAL NOTES) 105 SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 O5 REASON DAM SHEET 1 Of 1 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05 VIRGIWA DEPARTMENT OF TRANSPORTATION 07/15 502 07/15 502 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201 W CG-SD WIDTH OF LG-2 CFT F.'.Adn�r I LIM15 M PEOLSTWAN _ _ _ _E' LIMITS OF PEDESTRIAN AD SS WERE ® - ®ACCESS ROOM NOTES, TO �" BE AS I A`I EK SmEET APPROACH SAME SURFAnND GENERAL NOTES NON -TRAVERSABLE 1. THLA ITEM NAY E PRECAST OR CAST IN PLACE. (RABI14 E AR SHOWN ON AS MAPLNE ROADWAY (SEE NOTE 6) O C UMAVD SPACE UNPAVED SPACE 2. CONCRETE TO BE CLASS N F CAST IN PLACE, 40W PSI IF PRECAST. Y �W--� R" R M�, / 1 'RADIUS TO HE µ0O11BNGU 0URN SHOWN ON MMSI 1. WHEN M-11 B USED FOR STREET CONECTIMS THE CONNECTION MUST E DESIGNED IN ACCORDANCE WITH OF THE POLICY ROAD OTHESIECAPPLICABLE MO�lIUARALLEINCLU�IN C' 91GIIST MISTAKE REQUIREMENTS. WIDTH OF S. CURB HAVING A AID815 OF 300 FEET OR LESS CUM (ALONG FACE OF CUB) WILL E PAD i0R AS I RADIAL CURB. / / 'P CC-61 fR:[ NOSE T) a' 2. CANINCIT OG HE'AVYA - - - - �- /I TURRNNc REOUIREMCENTS ANTICIPATED TRUCK - - - - wU 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH ' ' SIDEWALK I TRAFFIC. THE DEPTH FOR SBEWOLK & CURB RAPS WITHIN THE EMITS OF THE RADISHOULD BE _ _ RI L PEDE T AS 3" US" DEPTH) OR INCREASED AS MUCH AS D.�! D.� 3" 121" DEPTH)IN ORDER THAT THE BOTTOM .D,' & A' 'SEE NOTE 21 I 6" OPTIONAL g�� INCREASED TO T'. LESS RWTE NON-TRAVERSMLE ! CESS ROUTE set DIE CURB BELL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. Dy!D.�! OTHERWISE THE DEPTH IS TO E 18'' AS SHOWN. ♦ NO ADUSYLENT N THE PRICE 00 IS TO E MADE :e' Le' , FOR A DECREASE OR AN INCREASE N DEPTH. D.;!D,;!D _ _ _ EXPANSION JOINT W FLOW LINE EXPANSION g JOINT 3. WHEN USED) IN CONJUNCTION WITH STANDARD CG-3 OR CGV THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH TIE MOUNTABLE OURS CONFIGURATION, PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE SURFACE ra CG-2 6 TO E MIND IXI ROADWAYS MEETING je' . - - - NOTE: WIDTH "B" 2'-0" OR AN W MNNWE ROADWAY 1. SEE STA'DARD CG-12 FOR CURB RAP DESIGN TO BE USED WITH THIS STANDARD. THE REOLFEILNTS FOR CG-6 AS SHOWN N M . ! . • SHOWN ON TVPX:IL SECTION. A� ADDITIONAL RICJHT-OF-WAY 15 BOD,�RED F THE LIMITS 1'-3P' D D D APPENDIX A OF TIE VINT ROAD DESIGN MANUAL, N A F', IN THE SECTION ON M URBAN STA2DMUS. A• A, 5. OPTIONAL FLOWLIE MAY REWIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE ROWING OF WATER. OF PEESTWAN ACCESS RWTE 1� EXETH BEYOND EXISTING DR mDPosD vpor RIGHr-oF w 1s"I PLAN VIEW BMSE e •D• ENTRANCE ANCE NOTES D•`!D•'!D MNKIHE RON]WAY SLOPE S. ALMS ARE TO INDICATE WHEN CONSTRUCTION OF A ROW ® PEDESTRIAN ACCESS ROUTES PROVIDE A WNTINVOUS ,' - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . �, • h. , p. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A i i ' D,' ! D.' ! D EDGE OF SHOULDER OR WPARABOLIC CURVE 5X 1 . D LINE IS REWIRED TO PROVIDE POSTIYE MANAGE ACROSS TIE ENTRANCE' HALF PLAN R� FACILITY THAT CM BE APPROACHED, ENTERED AM -i. 1:. I:. 'A' .'e' . OPTIONAL FLOW LINE SLOPE CHANCE ® - _ _ _ 7. MAINLINE PAVEMENT SHALL BE CONSTRUCED TO THE USED BY PEDESTRIANS. n , e , - • .e • �4' _ _ _ _ - _ _ - - - D RAW LINERED (EXFORCEPT MY PAVEMENT E STABILIZATION W IF PEESTR N ACCESS ROUTES ®ARE BEING '. 2' PAWS SBB'� MNiINE ROADWAY BX MA% _ D OMWTTIDON TR ENTRANCE) WHICH CM BE PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SLOPE CHANCE ® - - REQUIED WITH A MAX. 2X. CROSS SLOPE. SECTION OB-B 0. B. RADIAL WIB E CONSTRUCTED CURB AND GUTTER 6• D SHALL NOT BE CONBTRUCTD BEYOND THE RAW LINE _ EXCEPT FOR RE0.Al£MENT PURPOSES. WHEN USED IN CONJUNCTION CUR F WITH STANDARD D,�! - STAN OR LG-T, iXf CURB FACE ON THIS 2�_0.� .' 0, •, 20'MINMN Fqt 9. THE DESIRABLE IN HEA.MAXIMUM MLE ENE ANCE CHARGES SHE MARD IS LE U ADJUSTED TO MATCH I�--� 0" ARE LISTED IN THE RE HO A ENTRANCE CRATE THE MOUNTABLE CURB CONFIGURATION. ' � D,• !D, BliALE 5-MIN. COMMERCIAL ENTRANCE TABLE, THESE VALUES ARE NOT APPLICABLE TO BTREET WWNECTIONS. UNPAVED I PARMOLIC A ,' ®CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CURVE • e. a � ' . j . ,. .e. = P '•DLL NORMAL GETTER ® ® ® AK -; .',•. ',; g_;e'.• BASE SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES YYY e.= .1:, 1:. 'e•X' w0X i0 DX CHANGE 9b 4•Ye. 4Heo eeeb 9E.by4444bbQ',PYe a.F4e.` I Po•eg ACGRECATE BASE CLASS AS (I.E.S.I CONC. SECTION C-C TYPE 1512E 28 2•-n• IL - 5'-O" ®POINT OF G(RME CHARGE rr ENTRANCE VOLUME GRAPE CHANCE DESIRMLE NA%IMUM HIGH MORE iHM 1500 VPO O X 3 X MEWN 1 500-1500 M 13X /X LOW I LOS THUS NO WD 989 8X 'M' '�' NOTE- ALLOWABLE ENTRANCE GRATE TABLE 6 NOT 12X WL ' •W. FOR CUD MD CUTTER ONLV • -C. •. Q ATE & n' •.i. •V• 'M' APPLICABLE TO STREET COMIECTON3 L W 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM BY INTERVALS L• II FOR S BUILT C WIB ANO GUTTER X K K 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST XI'INTERVAL AAD N, �• t. M, N BUILT CONCURRENTLY R X MAXIMUM DECREASE FOR SUCCEEDING MINMW 10' INTERVALS ACCEPTABLE ALTERNATIVE SECTION A -A IF CURB IS EXTRUDED SECTION C-C SECTION D-D XVDOT SPECFICATI°" goECUICATION ♦ METHOD OF TREATMENT - ROAD AND BRIDE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE REFERENCE STANDARD 6" CURB ROAD AVID BR=5 MDMO6 SPREEFIFEDI EARN CONNECTION FOR STREET INTERSECTIONS SHEET 1 OF I REVISION DAM 502 OS REVISION DAM SHEET 1 OF 1 W2 AND COMMERCIAL ENTRANCES RE, BAD DT/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 YRIMA DEPARTMENT OF TRANSPORTATION 203.03 ACSA GENERAL WATER &SEWER CONDITIONS 2oLD1 YNGgPA DEPARTMENT of rRAMroIRunoN 203.04 i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE 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 (3.-800-552-700 ). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS (3 5) R 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. lo. 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 24"M IN INITIAL BACKFILL 24 IN R" H' 8- 8" YIN / MIN. \ MIN MIN. 6" BEDDING #68 STONE ' STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI - INITIAL BACKFILL aMI UNSTABLE B" 8- a' 6" $OIL\ MIN O MIN MIN MIN. #68 STONE GRANULAR FILL AS APPROVED BY ACSA rF \ STA L OIL 0 OCK' STABLE SOIL OR ROCK , NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PLACE 5' CALVAN12EII " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE Xd IN ,. I/6jiA3'.11. ADJUSTABLE VALVE BOX W/ LID DO II U s v DE N E a M.J. GATE VALVE WATER LINE a M b I 1 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK ',4 e. C Q 4 A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG, W-5 TD-2 ro_9 1/8 BEND DUAL SERVICE SINGLE SERVICE NOT: 1) SADDLES SHALL BE USED W PVC PIPE. '- "'1MPRESWN x 3/4' RILE PIPE COUPLING PFROVED EQUAL FOR USE ON ATTACHED SINGLE EMILY RESRENTAL SERMCES OR DEAL RESIDENTIAL AND IRRIGATOR SEANCES 2' R ^'IMPRESSION a 31e WTI: PIPE PAT 0 PPROYED EQUAL -OR USE ON CCTACIED S.C. FAMILY RESIOONEI SERVICE WHERE AN IRRIGATION METER Is NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 9 NOTES: (1) A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/811-1ae METERS) NTS FIG. W-7 TD-13 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 10 I I�SD 5' 111 ._. 1 1 1 5' 1 1 F WATER SEWER 3 A o P tt � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90e TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG, W-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN 2' TO 10• (2707 C T, FT. is. -22'VALVE BOX PEtl STONE 42"MIN "'[; 6" GATE ••.t VALVE TEE P.S.I. CONCRETE BASE AND THRUST •y 11 N ' 1H\\\\`IIIrN/ BLOCK AGAINST BLOC UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED 0� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REOUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 SEWER SERVICE LATERAL CONNECTION NOTES: 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 01 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 2X �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 % 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL asro'o• IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Alignmeot LochN'n Hill Drh'e-Nch.h. Sheet DescriP Nun: Dem,ficn Curie SIaN. Point Dau Na ' E.mg INC, 8H-63603 1914, 615 19866969 ME IBHBOw 19940924 PT 9-88.294 19152 746 199T1.636 Cuavlar Me D. hrmav Verb NPACEer Val. Dal¢ 24. BY 427187' RT<: MGM Redma: 296.500 Lenvuh 124.690 T.-Inn, 63.281 2J51dd 4L531 FditCW1 6.679 CIMd: ID.773 Cants: N87'3726.1827-E Desantpgw PTSMMen NPrdlne Eaadtg SEAR 9e99,2% 19152746 PXW636 End: 10R00788 19150596 20002944 Parmnn VaM TM �P t�mvar VN. Leo_M 12494 CnPnW SMY 05'3183WE Denripdon Seder QKIe Enim Data N9nMng EardM PC: 10�00.788 191505% 20D02944 RP 18957 Kl 19968.502 BE 12-U 053 18993.659 TAN 20162.927 Parmnn CmmgK-c VAM ve PAtmeter Va Della ]2° IT 53.7426- T,,: BONS RAndn, IN.182 Le-Inh 247265 Taogmt 143097 Yhd C,nL 37.684 EXavB: 46.644 C6m6. MZN) Came: S43. 41E52.n5YE MigRmenC ET I ALLEY Descrtp09n: 1w=d QNi Deecaip! n PTSIMGWX Nore&M, Eas6ag S. 10�00000 19268.440 20128.933 End 1H22355 19211398 20237179 IM CCIDYi Parmetn VAN. PArmner Valle LIND, 122355 Oouso: S62.12'K5336"E Curve Point Darer DexrlpNon SANOA Nordng EMtlng PC IH22355 19211398 2023]P8 RP: 187779N 20001 BY 11.77336 19193094 20213280 Paameter VAN. Cirtnlu Cur,'e Dau Parmeter Vahe Ddu: 06` 25' 43.9987' TO e: RIGHT Radius: 490000 Lend: 54PS1 Tmeem: 27319 MM-Ihd: 0771 ExurnA'. 0.772 Chinn 54952 Comm S 58' 59525343'E TaneentDa. Description PTSMtiI NordM, EAdng Soh 11-77336 19183094 202H280 Ent IH98017 19171465 20301382 Parmehr T"We Para.tlb VAiae Lmgd: 20,681 Come: S 55' 4T 00.5349"£ WP-2 .Abipment PE.V PARK LIO-E E1ST Thxrription: TH OF -E ® D1.R Dexripuon 75tSFBm4on 17H67M1 N-33 195.6.33 Ectng 19845 WE' Q Lj-T l5' Ind, Erie 1)E].SIl 19'_S650I 2057132 2035]932 Tmnmt Data H�F---���' L SCOTT R. LINS Parmnv Valle Parmnv {'N. ti Lmgd: 579046 enmee 90•1D'326s2.;'E C-) No. 35791,E Deeeriptioo III Gnne Pnnr Data NoMng Ptm ag ;/p02/08/22 G� PC V-6].RI 192S65W 2035293E ,JIG 4C>~ PT: FT. 9.63 1.881 19112I16 19130.587 2 03 IS16 ZIM519I6 �l� C3�' `SIGNAL CuvPlm C."Dau Paemn. {'aloe Paemetu VAM Del.: 56-574H5827" Tv': RIGRT Radius: 1WE500 Lmg1N 195360 Lngmt 106610 AEJ.Ord: 1T783 EXCPSAL 27.057 CMed: 337413 Comet S 33' 41.512913'E Tmgm Data Ddmpuon PT Stalna N..ddn E.bg Sm: 19.62881 19130,537 2MIS16 End: 21-26486 18967.656 2047e754 rangmt Data Parmnn T-alue Parmnn VAM LmDh: J63.604 Ca. SOS-12'06.8279'E Alignment Evanson Alley U) U) U) Description: Z Z W Z W Z W TLogcm 3zu O z D.YipN9n PT Sot. Nordme EWXGA, F O O O O RN: 19202,337 200 d U) U U U End: 10,00,00 CF78,100 19131894 2.222 20092.22E INIPIRI 4 it: it: it: Pa... VWe P... VA de Lengd: 78.192 Course. N25-43'27.365PE z W DO 5 5 5 O O O O cm.'FPnnt Dana (n D.IripOon SMdon NordhB EAKIng Z PC'. 10-79.192 19202,337 2009232E O Q W W W RP. PT: 11-17291 18985317 19236.86E 20542 668 20110.551 uu ^ ,'-, �"' W Ck. WCIE. W Cucuta Cun'e Dm > Z Q Q Q Parametn VMe Paranem VN9e U-1 LU 04'28Y9b343' Type: MOST LU U) U)Del.: Radius: 500,000 u LIPgnh 39099 TMgMC WSW \Hd Cni 0382 EXBCD 0.382 Chord: 39089 C. N 2T 57' 52.1824• E T ANALIam W Descsipuon PE SCRUB NNEdMg bufb{ Stm: 11-17291 19236862 20110.SS1 End: 11-52.985 19267710 r Data 20128.5W Ce W t" P.-.. r Valle Paemetn VaM LenBd: 35694 Come N3W IT 169995'E CmePoinl Da. Deurlptbn SMBen NordNg EMIR, PC: 11-52985 19267.710 20128509 19770.801 19264.275 PT: 11-95.171 19304605 20148,957 Parameter VWe C,,W C;PI Oats Pnmenr Valve Dd.: OP 25'01.5333' TYpc: LEFT RAdim: 10000D0 LngHI 42.186 TMgmC 21096 NidQd: 0222 EXCJD 0223 Chord: 42.183 Come: N28.59'46.23WE / 'HC-)N N IWRe Dmrlp09n N PESMA, NordhB E.Wng \ 4m: t1-95.171 193N 605 20148.957 ,h v\-I v--I CD 1N]6698 19376722 20186960 \ S N O N Parmetn Valle F.I. VMne Lengd.- 81,517 Course: N2T47'154662'E 2016 ROAD & BRIDGE STANDARDS IDJM.ENT TRAVEL LANE /SPHAi PAVEMENT WIDENING Q•z EDGE OF EXISING PAVEMENT AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ------------- EXISTING SUBBASE PROPOSED SUBBASE ---------------------- cowMTD suOCRME CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/e INCH THICK ASMI SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO /BUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHML HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2_ THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED ME DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRNNAGE OF THE EXISTING AND PROPOSED PAVEMENT SHML BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHML BE TAKEN ALONG THE CENTER OF THE MJM.ENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHML BE SPACED, NO MORE THAN 5M FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I V INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENNG SURFACE COURSEUNLESS WAVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE MJUGIED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRANAGE. 5. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHML BE TESTED USING A 10 FOOT STRAIGHTEDGE N MCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. `3 D07 SPEC6ICATICN ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF I HANSON DATE FOR WIDENING SUBJECT TO TRAFFIC 315 3113.0E VIRONIA DEPARTMENT OF TRANSPORTATION MI 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO, 68 STONE - - 2016 ROAD & BRIDGE STANDARDS REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -NTIAL BACKFILL* (6" LIFTS) N THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,„CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 65 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 Nt M _ � z Q 0 ° W N ° D) W LED o W ZJ J Q ° J J Q o `/^ V) 'IL.ZI L W > W o L9~ 1_4 Q 0 O O W CZ5W = 3 IC LL z IC 2 2 W ° 0 a W o� ,D LED I J zo Y Ul z TO ° z z U) J Of W W Z 2 z W U z w Ly � _ I O N Z 1(YL J O JH UL) o 1� wa W° a U X ° / f� t.! m HE OLU 3 p W n U CIO 1 = In TJ IC JOB NO. 112062 0 ° SCALE AS SHOWN o M c ° SHEET NO. n 8 ° D) s ® V 2831-503 D I 60J I (P1LAT) V v A Structure Area��(Acres) � CW 1481 PHASEW STRUCTURES 202 0.20 0.50 442 204 0.09 0.70 4233 206 0.37 0.50 1 ETA 208 0.39 0.40 1 210 0.10 0.63 I/a r\I M0/2 �-I S\4,bI 4�I9 r. 3^ }� II/•r ��.:`-�D/' `3 a L3Ie .�- /...-_s/ /ib�1T� � IM MM _ .P�}.\ G�V I -/I; � � ,ZI_ I � I°A'I e.\ _ /.I..ZIIV_Ie.// _m0,/�3Sa I \\ \I`/r6M I /UM, - II\E-\/ \I\/U/ 3 \ / yE/', /1H�LI - V �/,A� O'I'CI '` ' I\P'IOG� \ \ MI/�L°// •IE�°- \ /N1/ -B/IT/ \ M � I � / / •/ I A/_- _I i _/1 -E-I/ / /L� /-/ I- ' RI V„LVO/IJ'II .AIBI..• �I TJ�E/��/H/ RI E/ �T/-/R•Y / /pN\\°e-�/_V ,E /M"// �. 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I 242 0.23 0.68 230 244 IF 0.14 0.63 214 STR 0.10 0.40 2"00 214 YD A 0.06 0.45 5Tc=o.16 hrs=9.6 minI IF Tc=o.i5 hrs. (ioo'of overland flow at 6%) 214 YD B 0.10 0.45 DTc-o.oi hrs. (202'of shallow conc. flow at Tc-o0m214 YD C 0.00 0.45 IMP 61AC 7%) in Z & DEC, Tc-o.o9 hrs. (6z'of overland flow at 9%) 214 YD D 0.26 0.45 5HENRY-Cy4W[/-N L UISE PECK Tc=o.oi hrs. (146'of hallow conc. flow at 218STR 0.16 0.80 ZONIN R-4 R( s218 YD E 0.19 0.75 USE SF�UNIT /2 D.B. 4794,G.IJI _I� 218YDF 0.06 0.75 61 00 220 STR 0.00 0.30 -,A--\ 220 YD G 0.14 0.60-43A 51dTz2/CLEAN OUT TMP 61AO- d-1A-00400 488MICHAE CORBETT °° GRAPHIC SCALE CORBETT LOT21 N R-4 SE8I 43. DUBUNI'4�5S 8IN FEET 14' LO 1 inch 30 It 12 240 .10W s !JO 3 N 1 TMP 61A0-O6-- HOL 700 N DAVIS 3 NING. R-4 ,sFD UNIT � F IRF D.B. W,, PG.581 c,o413.26 L /2 a `" LOT1 's _ rV 44 LOT2 412 o o TMP 61AO 6-1A-00600 D NSE TREES VAN DER VOORITHOMAS L JR LOTS L HORN NORZOJG: R-4 USE FD UNIT L Ar /22 D.B. 461Z PG485/ O BENCH R 60 RN/R6D14 4I ELf-39624 J1 I 298' 2 LOT12 -- -- --- }0+off I-L0 A\ 397.7 LO 6 _�LOT11 21 DRAIN 884 TOP=400.5\\ RAIN SIN OP=40 / LOTlO /* /W DERAL LOT 400 DA�; BREAK INUNDATION ZONE b?C7HL_YNH1LL R COUNTY CIS) 34 TPARK - CURRENT Y, . /l CITY OF ONRUTIOf \ N PA UNDER PARCEL APE PUBLIC GOLF CO -427 432 PLADB 507 1B-000AOO- LHILLF- LOTJ UPLLC -YN- -tPE -pPACE B. 4416, PG. 197, 243LAT)/ -4, 202 JO_ /W X 96 IV / EX 41/6CCM/N AR�A -JySET .32 I\/ I— M MI O Sd9 Acres)Cw 5 5 5 5 5 5 5 5 5 5 6 5 6 9 5 5 5 5 5 5 5 5 5 . 0 .0 3.5 3.5 .0 .0 .0 .0 .0 .0 .0 .0 3.0 3.0 .0 .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 N o . 35791 02/08/22 kIONAL - z z z W W W oZ 0 oCn a U)o 0 0 ZuW555 0 o00 U U UOo a L E wZ www U) U) M W fa i N clNCDN CD N 3 8 3 � 6 r/VNdJY1( ti_YL JJ� L9 M z 00QLLm 0a zrz1S H -"- Ei=9 ET 3N0O Nao00owwZWZ0oNx0°°`°a`3U�`0anm°yCN6°NN°`°NCOa� W N Q W >W J Q 17)LL W L9 O w Q -J cn z Z Q 2U z Ln WJZw ULu OJo U)W )SE T y 000 U In JOB NO. 112062 SCALE i N clNCDN CD N 3 8 3 � 6 r/VNdJY1( ti_YL JJ� L9 M z 00QLLm 0a zrz1S H -"- Ei=9 ET 3N0O Nao00owwZWZ0oNx0°°`°a`3U�`0anm°yCN6°NN°`°NCOa� W N Q W >W J Q 17)LL W L9 O w Q -J cn z Z Q 2U z Ln WJZw ULu OJo U)W )SE T y 000 U In JOB NO. 112062 SCALE 435 430 425 420 LOW PT TA:14+61.87 LOW PT ELEV: 420.73 PVI S :1 + 6.8 PVI E EV:421.36 K 26.i3 LV :210.00 5 0 2.5 5 10 HIGH PT Sl A:17+32.50 HIGH PTELEV: 429.11 ( IN FEET ) N PVI ELE :418.70 u w K:1 .g8 ,u„ LVC:35.00 HORIZONTAL SC O H 0100 ri 50 0 25 50 100 SSD 171' + ° Lij 00 ) >m > � 1 inch F 50 ft. m w 2' 1 U No. 35791 1 04, 04/05/22�� o��SSIONAL ETZ�'l 200 �\70 \ \ 425 AN EXISTIN 18" RWSA DI WATERLINE RUNS PARALLEL TO THE EX ISTING 1o" ACSA DI WATERLINE IN THIS PORTION - - - - -L _ OW PT STA: 21 11.94 OF PEN PARK LANE. SEE UTILITY PLAN - OW PT ELEV: 89.07 SHEET FOR ADDITIONAL DETAILS. NO PVI STA:20+3 •94 410 CONNECTI NS ARE PROPOSED WITH PVI ELEV:39 .97 THE EXISTING 18" RWSA DI W TERLINE. ALL CONN ECTIONS ARE TO THE EX. EXISTING EXISTING io" ACS LVC:i56.o 1o" ACSA W TERLINE. FIRE YDRANT OWN D WATERLIN o SSD=257' SSEMBLY 7z L o °p a O1 + m 405 PROPOt E INTO EX STING 1o" ACS ° di n w lox AND 45° BEN m n> U w ml, 395 390 w, :• 375 370 365 I.• 355 350 345 9M 335 a 0 w Ln w Lu z J Y 30 w Q v a Z w ; a 0w V In O Wr 0 zH O 0) doONO ei L1 00 t0 lD 3 00 00 0) •i y) n co m M 0 N "6 N n'1 N ri Ch ° 00 ri ° It It `t It -.t 't .t S It .t It It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Q i0 z R 0 0 V) N > W w J On U Ln i N wQ z z 't O 0 n N OHO O N S 15+5o 6" L. 52 D.I.P. ATERLINE NO ES.' 1. PER THE Cl Y STANDAR S AND DESIGN MANUAL ECTION 305. , nu OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWA Y EMBANKMENT MATERIAL SHALL CONSIST PREDOMINAA TLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LA ERS NOT M RE THAN 8 INCHES IN T ICKNESS BEFORE COMPACTION OV R THE ENTIRE ROADBED AREA IN SPECIFICA Tl N 303.04. J. ALL FILL M ST MEET 95 COMPACTIO . 4. MINIMUM 3' OF COVER M ST BE MAINTAINED OVEF SANITARY SEWER. 5. MINIMUM 3' OF COVER M ST BE MAINTAINED OVER W L. 6. MINIMUM 1' F VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. OF SEPAR TION BETWE N W/L & S NITARY SEWER MUS BE PROVID D 7. VDOT STD. IF-7 INLET REQURED ON ALL STRUCTURE . 8. VDOT STD S JAPING -i SAFETLAB REQUI D ON ALL STRUCTURES 9. VDOT STD S -1 STEPS REQUIRED ON ALL STRUCT RES 4' DEER OR GREA TEF1 10. THE DUCTILE IRON WATE LINES SHALL BE WRAPPED IN POLYETHYLE E ENCASEMENT IF NEED D BASED 0 SOIL CONDITIONS, WHICH WILL BE TESTED ND INSPECTED DURING In N 00 d m 00 0 n ^ O1 N 00 0) . 6 00 tD . 01 00 m H 00 r N to 0It NO ItIt .t 1 It It N 't O^ �t d 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 1g+5o ., ED FIR RAT[AISDEMBIYL go* BEND 6" G.V. LOCATI N OF ADA CROSSWALK ND N Z u Q ry o 00 m =00 L D w � �w D F- � p) U n w + o N N N GH PT ELEV: 87.36 PVI STA:21+8 .54 PVI ELEV:385 49 K:15.00 LVC:75.o0 Ln O ° 0) N Q7 'o O t0 i M m M � OM M 010 m 20+00 20+50 21+00 21+50 Tl DESIGN SPEED: 25 MPH SSD=253' o N N + N N :IROPO ED 8"x8" TEE 8" G.V. AND 8" D.I. W/L CONNE TION TO 18" RW SALINE - SEE OR DETAILS 62' W L - 15 STM Q Z Im �o u ooO U o m 8" Q.I. W/L 1.78'- W/L - 15" STK PROPOSED HYDRANT ASSEMBLY 8"x6" TEE 1-6" G.V. N l0 00)) OD W 3 00 3 00 It O N 00 nl 00 00 W n n'1 000 W l0 00 M 1O111 0 M M M m M m m M m M M m 22+00 22+50 23+00 23+50 24+00 24+50 1n 1n 1n W W 0 W ` z f f f r 0 0 0 - o u) U U U U z z z Z w m 0 0 0. U U U O Q w w w v) E > z 0 0 0 ` rA w w w w c Yl c / W `_, CA N .--I N N CD 0\0 N O N .+ o Cl? Z M N CM d- z ' Q L I PT STA: /. N 0 J Ll- I STA:25+ 24.21 VI ELEV:351.4 N L ° K:26.25 LVC:210.00 N W > Q LU = J Zw J J Q LL � J z° O0 LL- a W L9 o 0 0 O Lu ~� 3 0 U 0 2 W U � J dS a Y Q ul zce ° z_ `/) J z w w Z z W U z w Lu O _i N z J o J U o wa 0 a �W/ 46 Q x d /I1 L O O N O 0 w 6 U 2 In ° JOB NO. 00 112062 0 Ln N m m y y ° SCALE AS SHOWN o m n 25+00 '-S SHEET NO. _ 10 N V 435 HIGH PT STA: 7+82.00 HIGH PT ELEV: 426.98 PVI STA:7+91.75 PVI ELEV:432.90 Ka8.93 LVC:30o.00 435 EXISTING VERTICAL CURVE N N a + �.. N Lu v 43o w w SSD=88o' 430 OW PT ELEV: 41 .65 PVI STA:9+75.0 ELEV 42&80 VI ELEV:417.4 As-euiLT K:30.70 SSD=552' 425 LVC:2o.00 HIGH PT STA: l0 18.g5 25 4 o �n ry o 00 v) to io PVI STA:10+3 -95 LOW P STA: 13+13.34 �D + " 00 't + " a PVI ELEV:41 .84 LOW P T ELEV:393-38 0) w m w K:14.91 PVI PVI TA:12+ii.84 v > L6 > PVI LEV:395 4i 420 > m m > w w �" v :26.oi 420 �y m a m N L C:2o3.00 E ISTING 8" D.I. WATERLINE + °+ a + `w� "° a v m m mm SD=i63' 6 u + rm REMOVE PLUG AND j m > N a +"^ m 415 TIE INTO , s�° o " v vi "Lu v 415 EXISTING 8" D.I. WATERLINE > m m > w w WITH PROPOSED 8" D.I.P WATERLINE 410 410 9� 00 IG PTSTA: 1 +21.50 PROPOSE 8" CL. 52 D.I.P HIG PT ELEV: 393.22 WATERLINE P S 405 VELEV 39 -ho5 K:12.68 LVC:85.o oN55 =04' �n n N 1n N 0 400 M ^� 400 �U v> >m PROPOSED 0° LOC TION FIRE HYDRANT ADA ROSS SSEMBLY 3 6% 395 "x "TEE 395 1-6" G.V. _2.000 PROPOSE 4" CL. 53 D.I.P WATERLINE 390 390 PROPOSED go* BEND W/BLOW OFFASSEMBLY PROPOSED 8"x8" TEE 3-8" G.V. 385 385 380 38o 375 375 370 370 365 365 36o w 36o a O a � Lu O Ln w > w w 0 Z w 0 > J 355 W w = 355 z Z Ln N Z Z V7 r U N 1 S = m m Lu Z > U V n Lu J 350 (D LuJ Lu o' w 350 � z �' UJ o �� z X D I+ Lu v1 t + I Ln 0 LuN Z 345 LU z p w n w 345 m Ln Ln Ln ri rl tD n Q7 O m tD m tD O It O .t I n W O N O 00 R n N ^ n Ln frl rl 0) Ln rl M N 00 rl M n 00 ^ 1� !Y1 In to " dCi) 00 ^ n M l* 0) rl b � 't lD ,y M N N N N N W rl " N O O O 0) O 0) O) 0) 0) 0) N S d d It S S It ."i S .t fr1 It fr1 M R1 M Rl Om) M 0) 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 LOCHLYN HILL DRIVE-NICHOLSON STREET 12+50 13+00 13+50 DESIGN SPEED: 25 MPH ✓ALK LON LO' NOTES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE 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 LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. 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 1' 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-7 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-7 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. 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. LOW PT STA:10+52.50 LOW PT ELEV: L10.G2 HIGH PT STA: 12+55. 00 HIGH PT ELEV: 419.63 PVI STA:12+30.00 PVI ELEV:419.13 K:11.54 LVC: co.00 PVI STA: i+oo.00 PVI ELE :410.go 425 K:i .8o R °l 425 PT STA: 1o+16. 8 LVC: 5.00 w PT ELEV: 410.)8 v w v PVI ST :io+i5. o a U) m w PVI E EV:41o. 5 0 3 4 + GRAD y"/o 420 VC:lo. o ovE o'o % 420 BVC : io+io. o m U BV E: 410. 5 cc "' EVCS 10+20. o EV E: 410-3.0 3ro 63 4�5 4�5 GRADE <4-A OVER 40' 410 O o .1 00 0 410 a Lu Lu / z J v co 405 > 0 0 405 p a � WWLu w aw 2w > o O" o 400 � o w 400 J r r a N 398 z m z 398 ul O) m 0) 0) Co 0 m O Ln 0) N H ul It't .Ot S It It .t -t S It't 9+75 10+00 20+50 11+00 11+50 12+00 12+50 13+00 13+25 EVANSON ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. as HORIZONTAL SCALE 50 n 99 50 100 200 ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: io+io.00 HIGH PT ELEV: 414.10 PVI STA:30+40.00 PVI ELEV:413.50 K:17.6o LVC:6o.00 o o �+ o °DD o o\ a o w o w 6i v u LOW PT STA:11+82.50 LOW PT ELEV: 4o6.go PVI STA:ii+So.00 PVI ELEV:407-55 > > :1 .07 m w LVC: 5.o0 415 GRADE<y46 415 o �n rn N p N D +? �a "w �w S4 jm jw 410 m w 410 •DO O 405 405 Lu J w J Q w z O oo 400 Ln Z 6 0 400 > Lu " 398 z d 398 N M O) M " 't do0) 00 . N " " 00It It V1 O r4 N O eni O It N O I O O 9+75 10+00 10+50 21+00 11+50 12+00 12+25 ELLIE ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH No. 35791 04/05/22 ZONAL z z z Lu w w O z ao O O O U) � z z 2:z Z w o m > o j 0 5 0 Z Ln U U U O Q w w w In E a a a Z w w w w Vl U)U)1n L9 z w w z L7 z w ul z CA N .--I N N 0 N O N .+ o I (N O N W J U) W H O 2 U Y U) W H L) I� W V O O Lu 0 0 r< a Ln kW o m1` y U x L N O w E Lu D = U 1n 0 JOB NO. 112062 1-00 SCALE AS SHOWN o m 0 SHEET NO. n 11 s NOTES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE 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 LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95Z 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. l5-1 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-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREA TER. 10. 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. VERTICAL SCALE 5 a 95 5 io ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. 420 20 ry AII1 A 420 STA:23+z1.91 RAISE RIM TO 412.0' INV. IN 3" CIP (NE)=393.8' 415 NEW MH. B INV. IN 3" CIP (NW)=392.4' 4�5 STA: 11+52.29 INV. IN 4" PVC (SE)=39o.9' INV. IN 4" PVC (SW)=390.9' RIM TO 405.0' INV. IN 8" TCP=39o.8' INV. IN 8" PVC (NW)=389.85' XXINV. OUT=390.7' INV. IN 4" PVC (NE)=398.8' INV. OUT=389.75' 410 410 405 405 EX. MH-z8A STA:lo+oo.00 EX. RIM:390.40 EXTERNAL DROP CONNECTION: INV.IN=382.40 INV IN. 376.4o TO MH-28B 400 INV OUT.376.3oTO MH-28 217 8 9' 15' STORM XI G SAN 395 395 2" STORIV XING SAN 8" SDR 26 PVC 165.62 LF Qa 0.50% 390 390 C R35Q� 63a° 385 $29���4 1� 385 38o 38o EXISTIN ACSA MANH LE 28A SANITA RY SEWER UPS REAM OF THIE MANHOLE IS UNDER NCSA OWNERSHIP, DOWNSTF EAM OF THIS MANHC LE SANITARY SEWER IS UNDER CITY OF 375 CHARL TTESVILLE OM NERSHIP 375 370 1 370 365 365 o N o W `� 0) 0) S 0 O m ono m m m o a 6 m m o' ,m„ 9+50 10+00 11+00 lz+oo 13+00 MHA-EXMH28 14+00 STR:zoz IN STR: EX c INV IN: 38 INV IN:: INV OUT: STR:206 VDOT STD. DI-313, L=12' STA.12+6o.i7 TP=414.i8 INV IN: 405.25 TO 208� STR:208 VDOT STD. DI-313, L=6' STA. 12+99.72 F-TP=410.55 """Ia'. qu.),) 'v `V4 INV IN: 405.56T0 zio INV OUT: 405.46 TO 2o6 415 STR:204 VDOT STD. DI-313, L=6' STA. 12+26.20 415 I STR:21O VDOT STD. C TP=413.67 STA. 13+23.31 INV IN: 404.98 TO 206 TP=410.56 INV OUT: 404.88 TO zoz INV OUT: 405.96 TO z 410 410 VDOT STD. DI-3B, L=8' 1.9 STA.10+30.84 8 TP=395-80 -S M INV IN: 390.00 TO 204 INV IN: 388.85 TO 212 / OUT: TO EX PIPE 209)15" RCP 111�5 388.75 94 HGL z3 59 LF I 1.70% (PIPE 207)15" RCP III 4 DI 313, L-14' / / 35.55 LF Qa 0.53% 5TA. 17+58.41 400 TP=394-39 (PIPE 205)15" RCP III B.10 TO EX 96 29.98 LF @a o.5o% ;88.10 TO zoz TO / Y°Iq 388.00 92 6 1� Ca'1 395 �c,yo'S�.F Q�Q ti�5 395 1� 390 390 (PIPE 202) 25" RCP III 385 26.84 LF Qa 2m.% 385 382 382 0o a 0 ° W o o m ^ `N i n io W � 0 n 0) 0) 0 0) 0 O 0 O s ~ ci 00 m O O m m M m� a 9+75 to+00 STR:202 VDOT STD. 13I-313, L=8' INV IN: 3 INV IN: INV OUT: 38 10+50 11+00 11+50 12+00 12+50 STR 210 - STR EX 94 S TA.10+30.84 TP=395.8o 90.00 TO 204 400 388.85 TO 212 8.75 TO EX 94 395 395 L 390 390 RCP 0 (p1PE2 �F C� z 410/ z3.OZ 385 385 382 382 m m n.� 9+75 10+00 10+50 10+75 STR 212 - STR 202 13+00 13+50 13+75 I-3B, l D8 430 425 420 STR:236 VDOT STD. DI-313, L=8' STA. 12+24.83 TP=413.6z INV IN: 4o6.47TO 238 INV IN: 409.00TO 226 INV OUT: 406.37 TO 234 410 405 400 415 410 405 400 STR:EX 62 DI-313; L=14' STA. 16+77.12 TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 STR:220 VDOT STD. MH-1 STA. 12+62.27 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-313, L=6' STA. 12+00.57 TP-4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94 TO zzo INV OUT: 400.32 TO 216 STR:z16 VDOT STD. DI-3C, L=6' STA. 11+52.48 TP=4o6.ig INV IN: 399.00 TO 218 INV OUT: 395-5o TO 214 STR:214 VDOT STD. DI-7 STA. 10+92.65 STR:zzz VDOT STD. DI-313, L=8' TA.13+zz.o8 =410.18 415 INV IN: 402.75TO zz4 INV OUT: 402.65 TO zzo STR:224 VDOT STD. DI-313, L=io' STA.13+5°•33 TP=409.72 INV OUT: 402.94 TO zzz 405 TP=398.02y UPIPE 223)15" RCP III INV IN: 393-75 TO 216 24.26 LF Qa o.68% JV OUT: 389.z8 TO EX 6z (PIPE 221) 15" RCP III 400 1 55.81 LF Qa o.5o% (PIPE 219) 15" RCP III 57.7o LF @a o.5o% I (PIPE 217) 15" RCP III 395 44.o9 LF @a 2.74% ST - 8" AN I 390 215)15" RCP III LF dal 2.93% 385 (PIPE 213)15" RCP III 385 88.65 LF Qa 2.70% 38o 380 378 378 00 m tD � °�o I o CID � H m Ln r, N 00 a m m M rn „M m 0 r a s a 0 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 STR:228 VDOT STD. DI-313, L=8' STA.1z+oo.57 TP=4zo.z8 INV IN: 410.57 TO zio INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO 228 INV OUT: 410.00 TO 236 t ODD n C N IDLn o 1 a It 9+75 10+00 10+50 11+00 STR zz4 - STR EX 62 STR:z3z VDOT STD. DI-313, L=8' STA. 14+12.62 TP=427.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 3'SW/L lP1PE22X.F5Ca13ol°70 241•z JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa l.00% STR:23213 VDOT STD. DI-313, L=1o' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. loll /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF Gs 410 N ONO lD mm Ol ^ O M M CO ri m o o o ° .: n m n �° It N N N N N N It a a a It 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL EGOS z z z 2 z ao f f f UM U U U it:it:F ZU � > z j z z w m o_j o 0 0. OU U U z o a o: W W 'H . E a a a L ` w w w / oc o o W C C4 N r1N N 1l W -I O N O O Cl?0 zM N ® M � z N Q 0 0- WN 0 � Q W = Wo J� z W J ° O t J Q DC J ° ° U) LL. > a W F- c 11 ° -j ` ~ L9I-1 ° O W 3 J V) ::D z� U 2 0 W Wa U J C� a J Q o Y ` I -I a W = z E Ln ~ z C ° Q z J z w U W Uyj w pz JJ JH o U o mi � a Wa a U x Ur L s O o O N � o w 6 = 0 2 In p JOB NO. 112062 0 y SCALE ° AS SHOWN cc m c ° SHEET NO. n 12 s 9+75 10+00 10+50 10+75 STR 212 - STR 202 13+00 13+50 13+75 I-3B, l D8 430 425 420 STR:236 VDOT STD. DI-313, L=8' STA. 12+24.83 TP=413.6z INV IN: 4o6.47TO 238 INV IN: 409.00TO 226 INV OUT: 406.37 TO 234 410 405 400 415 410 405 400 STR:EX 62 DI-313; L=14' STA. 16+77.12 TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 STR:220 VDOT STD. MH-1 STA. 12+62.27 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-313, L=6' STA. 12+00.57 TP-4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94 TO zzo INV OUT: 400.32 TO 216 STR:z16 VDOT STD. DI-3C, L=6' STA. 11+52.48 TP=4o6.ig INV IN: 399.00 TO 218 INV OUT: 395-5o TO 214 STR:214 VDOT STD. DI-7 STA. 10+92.65 STR:zzz VDOT STD. DI-313, L=8' TA.13+zz.o8 =410.18 415 INV IN: 402.75TO zz4 INV OUT: 402.65 TO zzo STR:224 VDOT STD. DI-313, L=io' STA.13+5°•33 TP=409.72 INV OUT: 402.94 TO zzz 405 TP=398.02y UPIPE 223)15" RCP III INV IN: 393-75 TO 216 24.26 LF Qa o.68% JV OUT: 389.z8 TO EX 6z (PIPE 221) 15" RCP III 400 1 55.81 LF Qa o.5o% (PIPE 219) 15" RCP III 57.7o LF @a o.5o% I (PIPE 217) 15" RCP III 395 44.o9 LF @a 2.74% ST - 8" AN I 390 215)15" RCP III LF dal 2.93% 385 (PIPE 213)15" RCP III 385 88.65 LF Qa 2.70% 38o 380 378 378 00 m tD � °�o I o CID � H m Ln r, N 00 a m m M rn „M m 0 r a s a 0 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 STR:228 VDOT STD. DI-313, L=8' STA.1z+oo.57 TP=4zo.z8 INV IN: 410.57 TO zio INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO 228 INV OUT: 410.00 TO 236 t ODD n C N IDLn o 1 a It 9+75 10+00 10+50 11+00 STR zz4 - STR EX 62 STR:z3z VDOT STD. DI-313, L=8' STA. 14+12.62 TP=427.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 3'SW/L lP1PE22X.F5Ca13ol°70 241•z JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa l.00% STR:23213 VDOT STD. DI-313, L=1o' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. loll /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF Gs 410 N ONO lD mm Ol ^ O M M CO ri m o o o ° .: n m n �° It N N N N N N It a a a It 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL EGOS z z z 2 z ao f f f UM U U U it:it:F ZU � > z j z z w m o_j o 0 0. OU U U z o a o: W W 'H . E a a a L ` w w w / oc o o W C C4 N r1N N 1l W -I O N O O Cl?0 zM N ® M � z N Q 0 0- WN 0 � Q W = Wo J� z W J ° O t J Q DC J ° ° U) LL. > a W F- c 11 ° -j ` ~ L9I-1 ° O W 3 J V) ::D z� U 2 0 W Wa U J C� a J Q o Y ` I -I a W = z E Ln ~ z C ° Q z J z w U W Uyj w pz JJ JH o U o mi � a Wa a U x Ur L s O o O N � o w 6 = 0 2 In p JOB NO. 112062 0 y SCALE ° AS SHOWN cc m c ° SHEET NO. n 12 s STR:228 VDOT STD. DI-313, L=8' STA.1z+oo.57 TP=4zo.z8 INV IN: 410.57 TO zio INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO 228 INV OUT: 410.00 TO 236 t ODD n C N IDLn o 1 a It 9+75 10+00 10+50 11+00 STR zz4 - STR EX 62 STR:z3z VDOT STD. DI-313, L=8' STA. 14+12.62 TP=427.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 3'SW/L lP1PE22X.F5Ca13ol°70 241•z JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa l.00% STR:23213 VDOT STD. DI-313, L=1o' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. loll /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF Gs 410 N ONO lD mm Ol ^ O M M CO ri m o o o ° .: n m n �° It N N N N N N It a a a It 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL EGOS z z z 2 z ao f f f UM U U U it:it:F ZU � > z j z z w m o_j o 0 0. OU U U z o a o: W W 'H . E a a a L ` w w w / oc o o W C C4 N r1N N 1l W -I O N O O Cl?0 zM N ® M � z N Q 0 0- WN 0 � Q W = Wo J� z W J ° O t J Q DC J ° ° U) LL. > a W F- c 11 ° -j ` ~ L9I-1 ° O W 3 J V) ::D z� U 2 0 W Wa U J C� a J Q o Y ` I -I a W = z E Ln ~ z C ° Q z J z w U W Uyj w pz JJ JH o U o mi � a Wa a U x Ur L s O o O N � o w 6 = 0 2 In p JOB NO. 112062 0 y SCALE ° AS SHOWN cc m c ° SHEET NO. n 12 s STR zz4 - STR EX 62 STR:z3z VDOT STD. DI-313, L=8' STA. 14+12.62 TP=427.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 3'SW/L lP1PE22X.F5Ca13ol°70 241•z JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa l.00% STR:23213 VDOT STD. DI-313, L=1o' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. loll /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF Gs 410 N ONO lD mm Ol ^ O M M CO ri m o o o ° .: n m n �° It N N N N N N It a a a It 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL EGOS z z z 2 z ao f f f UM U U U it:it:F ZU � > z j z z w m o_j o 0 0. OU U U z o a o: W W 'H . E a a a L ` w w w / oc o o W C C4 N r1N N 1l W -I O N O O Cl?0 zM N ® M � z N Q 0 0- WN 0 � Q W = Wo J� z W J ° O t J Q DC J ° ° U) LL. > a W F- c 11 ° -j ` ~ L9I-1 ° O W 3 J V) ::D z� U 2 0 W Wa U J C� a J Q o Y ` I -I a W = z E Ln ~ z C ° Q z J z w U W Uyj w pz JJ JH o U o mi � a Wa a U x Ur L s O o O N � o w 6 = 0 2 In p JOB NO. 112062 0 y SCALE ° AS SHOWN cc m c ° SHEET NO. n 12 s C4 N r1N N 1l W -I O N O O Cl?0 zM N ® M � z N Q 0 0- WN 0 � Q W = Wo J� z W J ° O t J Q DC J ° ° U) LL. > a W F- c 11 ° -j ` ~ L9I-1 ° O W 3 J V) ::D z� U 2 0 W Wa U J C� a J Q o Y ` I -I a W = z E Ln ~ z C ° Q z J z w U W Uyj w pz JJ JH o U o mi � a Wa a U x Ur L s O o O N � o w 6 = 0 2 In p JOB NO. 112062 0 y SCALE ° AS SHOWN cc m c ° SHEET NO. n 12 s NO TES: TH 0 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, F�f HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 1 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST SCOTT R. LLINS'Z VERTICAL SCALE PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE U No. 35791 e o 2.5 a 10 zo UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN °p 04/05/22 k4 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE STR:zyz VDOT STD. DI-3B, L=zo' ssio IN FEET SPECIFICATION 303.04. NAL 1 inch - 5 ) ft. J. ALL FILL MUST MEET 95Z COMPACTION. STA. 10+33-54 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY STR:EX 58 DI-3B; L=zy' INV 19:38533 To 244 SEWER. STA. i8+6z.68 NV O 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL. TP=388.57 INV OUT: 385.z3 TO EX 581 J7.J HORIZONTAL SCALE 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & INV IN: 38z.5oTOEX6o STR: 244 VDOT STD. DI-3B, L=8' 1 o 1 1 100 zoo WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY INV IN: 38y.5oTOzyz STA.30+58.71 SEWER MUST BE PROVIDED. INV OUT: 381.4o TO 56 TP=390.8o w 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. INV OUT:385.83TOzyz z ( IN FEET) 8. VDOT STD SL-7 SAFETY SLAB REQUIRED ON ALL STRUCTURES a 1 inch = 50 ft. GREATER THAN 72' DEEP. 390 390 Lu 9. VDOT STD ST-7 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. U) U) U a 70. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN HGL w w w POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL o z m: m: m: CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING 385 - 385 , 0 0 0 0 a THE CONSTRUCTION PROCESS. t�o/� (PIPE 243) z5" RCP III Vl 21.37 LF @ 1.99% Z � m z z z� O o Ln o 0 o Q (PIPE 241)15" RCP III U U U Q w w w Z 3gp z9.54 LF �a z.18% 380 (~� > E 0 0 0 U` r/ w w w w 0 � cn cn cn O 378 378 ; z W m 0 m C Ol O 6 QD M M = U) 9+75 10+00 10+50 11+00 1-1+25 STR 244 - STR EX 58 O N N N N N N r1l f W O O r, C IT N O O O STR:238 VDOT STD. DI-7 STA.lz+6i.yz 0 ti M TP=414-54 INV IN: 4o8.o TO zyo m INV OUT yob oo TO 236 N ® M z N Q 0 STR:218 VDOT STD.N Q ° Q INV IN: y Q 0 INV IN: y INV OUT: (n Zw J ° W� J Q ` / z ` V J '� 0 o L.L O � W ` � >L9 DC o O Lu W 3 zJ Q Q a� _ = o W an U Ja J o Y �� �_ T z° z z Ln Z `� J z w = w z W U z w z Lu Lu 0 Z J H O It J U 9+75 io+00 zo+5o ii+oo zz+5o iz+oo i�+So i3+oo z3+5o zy+oo zy+z5 W a STR 240 -STR 218 Q x c�s o o N � o w = 0 2 In ° JOB NO. 112062 0 SCALE ° AS SHOWN cc m ° SHEET NO. a ° 13 N s STA.12+o0.57 yoo.3z STR:z36 VDOT STD. DI-3B, L=8' 4zt STR:z34 VDOT STD. DI-3B, L=6' STA. sz+zy.83 TP=yz3.6z STR:zyo VDOT STD DI-7 STA. io+7z.85 INV IN: yo6.y7T0 z38 STA. i3+6z.49 TP=yo8.55 INV IN: yog.00 TO zz6 TP=yzo.73 INV IN: yoz.io TO z36 INV OUT: yo6.37 TO z34 INV OUT: yz6.00 TO z38 INV OUT: yoz.00 TO zi8 4zo 4zo TP=yo6.74 oo.yz TO z34 oi.9y TO zzo 415 TO zi6 H L 4io 9� o 4io (PIPE z37) z5" RCP III 405 - 3z.58 LF Qa y.z8% 405 400 (Plp 8a3`F C 68. 5 2.17°� / 400 s. o' STM - EX. 8" SAN 8.0' MUST BE TM - EX. FIELD g" SAN 395 VERIFIED UST BE 3g5 VERIFIED 39z 39z .i � l0 � O � pl N l0 � n O m � p N lD ^ ei M W � rl � rl � Ol � 00 00 00 0� o� �� �� ��, Storm 10 Design Year: 10 Project: Lochlyn Hills Ph 4 Job #: 112062 Prepared by: KKW OF %Tf Design Year = �TH �C, NVERT SCOTT R. LLINS'Z EUVAMNS U No. 35791 °p 04/05/22�� o��SSIONAL w U) Z g w K M F F F Z w w w Of f f f f f a U) U U U a 0 U Z Lu m> j 5 a o U U U U U U Q O o a W W W a F�1 E a a a z U- /� Z O W w Lu x In N N C N r4 r4 N r11 n W CD CD n N O rA O O M M N ® M z 1 Q N CL Table 8: Pipe Design Table w ° N Q W > z� J Oo zw J Q ~ ° J z Q` J o a C .o w U 0 � I--1 J O w 3 J U L.f_ < o U w r n 0 2 a I ' I 0- a� W J z� a 1 _J o Hi Y �_ Q T Ln !z z 0 ° z_ `� J z w z 2 w z w U Z w � UJ O N Z _ I 1(YL J o JH U o f a 0 a mow/ y U a x L O N � 0 o CC w x 6 U U° 2 In JOB NO. 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a 14 0 s �--_-_-_-- PIPE DESIGN n=0.013forRCP n=0.01forHDPE Rpe Hydrology Pipe O� 2 W � � � N E � �c°i rn E m a E N C N � m c° ° _- U F Ci ci u U = N N � c O N c N E � .o E Y m m t m o 0 LL d 3 E E m > S S J C N CJ LL > LL K Rpe run: 210-IX 94 210 208 0.10 0.63 0.063 0.063 5.00 6.67 0.42 0.42 405.96 405.56 19.6 0.01 0.0204 15 9.23 3.73 0.09 208 206 0.39 0.40 0.156 0.219 13.50 4.76 0.74 1.04 405.46 405.25 35.6 0.01 0.0059 15 4.96 3.20 0.19 206 204 0.37 0.50 0.185 0.404 13.69 4.73 0.88 1.91 405.15 404.98 30.0 0.01 0.0057 15 4.86 3.70 0.13 204 202 0.09 0.70 0.063 0.467 13.82 4.71 0.30 2.20 404.88 390.00 191.4 0.01 0.0778 15 18.01 9.60 0.33 202 94 0.20 0.50 0.100 0.717 14.15 4.67 0.47 3.34 388.75 388.10 26.8 0.01 0.0242 15 10.05 7.30 0.06 Rpe run: 212-202 212 202 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 389.50 388.85 23.0 0.01 0.0282 15 10.85 5.44 0.07 Rperun:240-218 240 238 0.46 0.40 0.184 0.184 9.60 5.45 1.00 1.00 416.00 408.10 97.1 0.01 0.0814 15 18.43 7.76 0.21 238 236 0.37 0.40 0.148 0.332 9.81 5.41 0.80 1.80 408.00 406.47 32.6 0.01 0.0470 15 14.00 7.81 0.07 236 234 0.28 0.45 0.126 0.999 13.42 4.77 0.60 4.77 406.37 402.10 148.0 0.01 0.0289 15 10.97 8.62 0.29 234 218 STR 0.06 0.80 0.048 1.047 13.70 4.73 0.23 4.95 402.00 400.42 68.9 0.01 0.0229 15 9.79 7.97 0.14 Rpe run: 226- IX 62 224 222 0.25 0.40 0.100 0.100 5.00 6.67 0.67 0.67 402.94 402.75 29.1 0.01 0.0065 15 5.22 2.91 0.17 222 220 STR 0.10 0.80 0.080 0.180 5.17 6.61 0.53 1.19 402.65 402.35 55.8 0.01 0.0054 15 4.74 3.20 0.29 220 STR 218 STR 0.00 0.30 0.000 0.264 5.46 6.52 0.00 1.72 402.25 400.42 57.7 0.01 0.0317 15 11.50 6.72 0.14 218 STR 216 0.16 0.80 0.128 1.627 13.85 4.71 0.60 7.66 400.32 399.00 44.1 0.01 0.0299 15 11.18 9.77 0.08 216 214 STR 0.19 0.58 0.107 1.734 13.92 4.70 0.50 8.15 395.50 393.75 55.8 0.01 0.0313 15 11.44 10.10 0.09 214 STR 62 0.10 0.40 0.040 1.963 14.01 4.68 0.19 9.20 389.28 386.78 88.7 0.01 0.0282 15 10.850.15 Rpe run: 244- IX 58 244 242 0.14 0.63 0.088 0.088 5.00 6.67 0.59 0.59 385.83 385.33 21.2 0.01 0.0236 15 9.93 4.35 0.08 242 58 0.23 0.68 0.156 0.245 5.08 6.64 1.04 1.62 385.23 384.50 29.5 0.01 0.0247 15 10.15 6.06 0.08 Rpe run: 2326- 236 2326 232 0.35 0.46 0.161 0.161 6.00 6.35 1.02 1.02 418.93 418.62 28.3 0.01 0.0109 15 6.76 3.94 0.12 232 230 0.15 0.80 0.120 0.281 6.12 6.31 0.76 1.77 418.52 410.98 241.2 0.01 0.0313 15 11.42 6.67 0.60 230 228 0.13 0.80 0.104 0.385 6.72 6.14 0.64 2.37 410.88 410.57 28.6 0.01 0.0108 15 6.72 4.94 0.10 228 226 0.27 0.46 0.124 0.509 13.00 4.84 0.60 2.46 410.47 410.10 32.8 0.01 0.0113 15 6.86 5.10 0.11 226 236 0.04 0.80 0.032 0.541 13.11 4.82 0.15 2.61 410.00 409.00 94.0 0.01 0.0106 15 6.66 5.07 0.31 DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH" (ft.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM` ELEVATION COMMENTS 210 DI-36 CG-6 4 410.56 VDOT STD. IS-1 REO'D 209 15 19.59 2.04% 405.96 405.56 RCP3 206 DI-36 CG-6 12 414.18 VDOT STD. IS-1 REO'D 205 15 29.98 0.57% 405.15 404.98 RCP3 204 DI-36 CG-6 6 413.67 VDOT STD. IS-1 REO'D 203 15 191.35 7.78% 404.88 390.00 RCP3 202 DI-3B CG-6 8 395.80 VDOT STD. IS-1 REO'D 201 15 26.84 2.42% 388.75 388.10 RCP3 212 DI-36 CG-6 10 395.41 VDOT STD. IS-1 REO'D 211 15 23.02 2.82% 389.50 388.85 RCP3 240 DI-7 CG-6 - 420.73 VDOT STD. IS-1 REO'D 239 15 97.08 8.14% 416.00 408.10 RCP3 238 DI-7 CG-6 - 414.54 VDOT STD. IS-1 REO'D 237 15 32.58 4.70% 408.00 406.47 RCP3 236 DI-3B CG-6 8 413.62 VDOT STD. IS-1 REO'D 235 15 147.98 2.89% 406.37 402.10 RCP3 234 DI-36 CG-6 6 408.55 VDOT STD. IS-1 REO'D 233 15 68.85 2.29% 402.00 400.42 RCP3 224 � DI-3B CG-6 10 409.72 VDOT STD. IS-1 REO'D 223 15 24.26 0.68% 402.94 402.75 RCP3 222 DI-3B CG-6 8 410.18 VDOT STD. IS-1 REO'D 221 15 55.81 0.54% 402.65 402.35 RCP3 220 STR MH-1 CG-6 - 412.00 VDOT STD. IS-1 REO'D 219 15 57.70 3.17% 402.25 400.42 RCP3 218 STR DI-3B CG-6 6 406.74 VDOT STD. IS-1 REO'D 217 15 44.09 2.99% 400.32 399.00 RCP3 216 DI-3C CG-6 6 406.19 VDOT STD. IS-1 REO'D 215 15 55.83 3.13% 395.50 393.75 RCP3 214 STR DI-7 CG-6 - 398.02 VDOTSTD. IS-1 REO'D 213 15 88.65 2.82% 389.28 386.78 RCP3 244 DI-36 CG-6 8 390.80 VDOT STD. IS-1 REO'D 243 15 21.17 2.36% 385.83 385.33 RCP3 242 DI-3B CG-6 10 390.72 VDOT STD. IS-1 REO'D 241 15 29.54 2.47% 385.23 384.50 RCP3 2326 DI-36 CG-6 10 427.31 VDOT STD. IS-1 REO'D 232A 15 28.34 1.09% 418.93 418.62 RCP3 232 DI-3B CG-6 8 427.18 VDOT STD. IS-1 REO'D 231 15 241.22 3.13% 418.52 410.98 RCP3 230 DI-3B CG-6 8 420.28 VDOT STD. IS-1 REO'D 229 15 28.61 1.08% 410.88 410.57 RCP3 228 DI-36 CG-6 8 420.28 VDOT STD. IS-1 REO'D 227 15 32.84 1.13% 410.47 410.10 RCP3 226 DI-36 CG-6 4 419.40 VDOT STD. IS-1 REO'D 225 15 93.95 1.06% 410.00 409.00 RCP3 214 YD D YARD INLET CG-6 18" 400.00 VDOT STD. IS-1 REO'D YD D-C 12 52.50 1.90% 396.50 395.50 HDPE 214 YD C YARD INLET CG-6 18" 402.00 VDOT STD. IS-1 REO'D YD C-214 12 55.50 2.70% 395.40 393.90 HDPE 214 YD B YARD INLET CG-6 18" 400.50 VDOT STD. IS-1 REO'D YD B-A 12 46.10 3.04% 396.50 395.10 HDPE 214 YD A YARD INLET CG-6 18" 400.50 VDOT STD. IS-1 REO'D YD A-214 12 38.70 2.84% 395.00 393.90 HDPE 218 YD F YARD INLET CG-6 18" 413.00 VDOT STD. IS-1 REO'D YD F-E 12 148.70 3.30% 409.00 404.10 HDPE 218 YD E YARD INLET CG-6 18" 408.00 VDOT STD. IS-1 REO'D YD E-218 12 24.10 5.23% 404.00 402.74 HDPE 220 YD G YARD INLET CG-6 18" 416.00 VDOT STD. IS-1 REO'D YD G-220 12 60.00 6.67% 412.00 408.00 HDPE TH OF f�G3 Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table SCOTT R. LLINS'Z U No. 35791 °p 04/05/22 o��SSIONAL w Z g w F F F Z * gutter longitudinal slope of 0.001 should be used in a sump condition z z LU z LU z LU U . grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth O p f f f ' for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities a U) U U U a 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. to � � � 0 w m> j 5 a W Q O Q U U w U U w U U w Z Ln o 0 0 /� Z U- V l twit twit twit O z O W w Ce tu x U) Table 6: Sump Inlet Design Table N N C N N N N 'L Q 'Ln W 9 N O rA O O L9 Zco N * gutter longitudinal slope of 0.001 should be used in a sump condition Illli (� grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth d for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities z 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. r Q N J CL W N o ° u W > z0 Oo w J ~ Z J Q ° J z ° U) Q` J o L~L a � C w > UL9 .o ° O w Q 3 J U� Z Q U w� 2 2 (� 0 n W a� J z� Y �_ Q T LLJ z° > >- Z `� J Z w Z w z w U Z w � O N Z _ I 1(YL J 0 o JH U o a wa 0 a U x c� s L o o N � o w 6 = U O In ° JOB NO. 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a 15 u s 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 c °D 2 J d o � c it v m o w a m +` 0 N �_ }, � � C `° � m d �.3 3 0 ° N � O C O � 'k N � J C U � E Q a > � ¢ U U � to y � � w i7 Ci u K v) rn w° m 202 3B 8.0 0.20 0.50 0.100 0.40 0.00 0.40 0.044 0.020 2.0 0.083 4.1500 3.58 0.97 3.5120 0.1463 0.1619 6.03 1.33 1.00 0.40 0.00 - 204 3B 6.0 0.09 0.70 0.063 0.25 0.00 0.25 0.094 0.020 2.0 0.083 4.1500 2.61 0.99 3.5120 0.1463 0.1649 6.17 0.97 1.00 0.25 0.00 - 206 3B 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 3B 6.0 0.39 0.40 0.156 0.62 0.00 0.62 0.010 0.020 2.0 0.083 4.1500 5.59 0.85 3.5120 0.1463 0.1444 4.99 1.20 1.00 0.62 0.00 - 210 3B 4.0 0.10 0.63 0.063 0.25 0.00 0.25 0.010 0.020 2.0 0.083 4.1500 3.98 0.96 3.5120 0.1463 0.1605 3.20 1.25 1.00 0.25 0.00 - 212 3B 10.0 0.30 0.50 0.150 0.60 0.00 0.60 0.044 0.020 2.0 0.083 4.1500 4.17 0.96 3.5120 0.1463 0.1605 7.19 1.39 1.00 0.60 0.00 - 218 STR 3B 6.0 0.16 0.80 0.128 0.51 0.00 0.51 0.020 0.020 2.0 0.083 4.1500 4.56 0.78 3.5120 0.1463 0.1341 5.91 1.02 1.00 0.51 0.00 - 222 3B 8.0 0.10 0.80 0.080 0.32 0.00 0.32 0.110 0.020 2.0 0.083 4.1500 2.77 0.99 3.5120 0.1463 0.1649 7.15 1.12 1.00 0.32 0.00 - 224 3B 10.0 0.25 0.40 0.100 0.40 0.00 0.40 0.110 0.020 2.0 0.083 4.1500 3.02 0.99 3.5120 0.1463 0.1649 7.85 1.27 1.00 0.40 0.00 - 226 3B 4.0 0.04 0.80 0.032 0.13 0.00 0.13 0.030 0.020 2.0 0.083 4.1500 2.51 0.99 3.5120 0.1463 0.1649 3.29 1.21 1.00 0.13 0.00 - 228 36 8.0 0.27 0.46 0.124 0.50 0.00 0.50 0.006 0.020 2.0 0.083 4.1500 5.65 0.69 3.5120 0.1463 0.1210 4.33 1.85 1.00 0.50 0.00 - 230 3B 8.0 0.13 0.80 0.104 0.42 0.00 0.42 0.006 0.020 2.0 0.083 4.1500 5.28 0.75 3.5120 0.1463 0.1298 3.85 2.08 1.00 0.42 0.00 - 232 36 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.087 0.020 2.0 0.083 4.1500 3.38 0.98 3.5120 0.1463 0.1634 7.93 1.01 1.00 0.48 0.00 - 232B 3B 10.0 0.35 0.46 0.161 0.64 0.00 0.64 0.087 0.020 2.0 0.083 4.1500 3.77 0.97 3.5120 0.1463 0.1619 9.02 1.11 1.00 0.64 0.00 - 234 3B 6.0 0.06 9 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 - 236 3B 8.0 0.28 0 0.00 0.50 0.050 0.020 2.0 0.083 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.94 1.15 1.00 0.50 0.00 - 242 3B 10.0 0.23 V0.63035 3 0.00 0.63 0.052 0.020 2.0 0.083 4.1500 4.11 0.92 3.5120 0.1463 0.1546 7.86 1.27 1.00 0.63 0.00 - 244 38 8.0 0.14 0.00 0.35 0.052 0.020 2.0 0.083 4.1500 3.31 0.96 3.5120 0.1463 0.1605 6.04 1.32 1.00 0.35 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 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 c o v u a c r t 'm � � O t a > d Cf vi F w o o F K 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 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet m in N M p C C v a C m � O m C n v � m � m U - � m m rn a � F o m � `m $ 0 10 E m p Q N N N W d > � Q U U Ci d d V) + � H left 0.09 0.58 0.052 0.34 0.03 0.37 0.0010 0.0200 2.0 0.0200 1.0000 6.85 0.63 right 0.10 0.58 0.058 0.38 0.03 0.41 0.0010 0.0200 2.0 0.0200 1.0000 7.12 0.62 216 3C 6.0 combined flow 0.8 0.11 0.234 5.37 STRUCTURE DRA Landscape Notes k �+ TREE CANOPY CALCULATIONS: CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN / / IMP 61A- TOTAL SITE AREA (PHASE IV) 4.5oAC I I I OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS k k » LORIE WIERENGA SHl DWELLING UNITS 22 RESIDENTIAL UNITS OF CONSTRUCTION. / / Rw L PARCEL A PROPOSED DENSITY 22 DWELLING UNITS 14.5o AC= 4.89 DUA / '„ DOUBLE STRAND#12 GAUGE WIRE NOTE: DENSITY OF io DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM WITH RUBBER HOSE &TURNBUCKLES Q 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO n ZONING.' R-4 OF 2o%TREE CANOPY y' MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION � SE' SFD UNIT 2"x2"HARDWOOD STAKE EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY \ 2831-503 \\ 1 �/ CUT& REMOVE BURLAP FROM TOP CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS / / / TOTAL SITE AREA 196,096 SF(4.5o AC) \ 1/3 OF BALL AS SHOWN AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ k �D - 603 (P OPEN SPACEAREA'A'-40,486SF(o.g29AC) \ 1 w Q OPEN SPACE AREA'B' - 3,494 SF (o.o8o AC) SCARIFY SUBSOIL TO 4" MIN. DEPTH 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY \ r/ OPEN SPACEAREA'C' -2,445SF(o.o56AC) -_ CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES �- MULCH SAUCER SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE \ OPEN SPACEAREA'D'-2,143.SF(o.o63AC) } w ag\k C� Q OPEN SPACE AREA'E' 2,> 4i SF (o.o4g AC) FINISHED GRADE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR , �\\ TO WORK. \ „ , 244,781 SF (3.324 AC) TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE S \�k TOTAL TREE CANOPY REQUIRED 20%X'144,781SF=28,9S6SF GUYED WITH 3 EQUALLY SPACED PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE V A• TWISTED, #12 GAUGE WIRE WITH HOSE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE \ w � + TREE CANOPY PRESERVED =zo2 SF 14 TREE AND TURNBUCKLES. LOOP HOSE , 3 AROUND TRUNK ABOVE BRANCHES BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO = - / � \ \ TREE CANOPY PROPOSED ON SITE = 27,igg SF -111-III I � `-� - I- AS SHOWN, FLAG WIRES WITH DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO \ k rp ®py pgOVIDED 29,212 5F III _ it COURVEY TAPE. REFER TO SPECS COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. \� \{ faftjiW IUTCS - IIIIIII �. -II FOR ADDITIONAL INFORMATION. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE • \ a f \ �k 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT TI II III= 1=III=III IIII AMENDED SOIL MIX SAME SOURCE (PER SPECIES). \ OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN III III COMPACTED SUBGRADE 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS Tree Planting and Staking Detail ARRIVAL ON SITE. SEE SPECS. Not To Scale 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL w 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS \ NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. PRIOR TO DELIVERY. S ( \ ro\ 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 2/636,F/` 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL S�Ig \ w\ °BUcp �RgNFF LOCH/y BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND DENSE TREES \�OAOM /�� STF \..\� t H/TJ Evergreen Tree Planting Detail ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. \ ? \�NrgtiRQ rTFN \ Not To Scale LAN ANTS ND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES \\YPD S/ O?/ BE MAINTAINED I REA ETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. w \OT-\ PRESERVE SIGHT LIN AND CCOMMODATE PEDESTRIANS. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. ^\ \ Q GRAPHIC County of Albemarle 30 0 15 30 Comervatlon Plan Cheddar- To be placed an Landscape Plans (Handbook,WM-284-111-29] for complete. specifications) --� I - 3QR ]. Thetollowtne lmme shall Le.M1own on Me oleo: TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND U �� No. 04/05/22 `S'SIONAL 35791 TURNBUCKLES 2/3 UP TREE F Ltd (n 2"x2" HARDWOOD STAKES, ALIGN z TOP OF STAKES a MULCH SAUCER LU AMENDED SOIL MIX Z ~ ~ ~ Z w w O E E E U) z 2: 2: 2:CUT a O O O O AND REMOVE BURLAP FROM TOP Ln Q 1/3 OF BALL AS SHOWN U i it: it: it:0 7 SCARIFY SUBSOIL TO 4" MIN. DEPTH ` LU "o O O O COMPACTED SUBGRADE O ZO Q Q �••♦ a a a Z V / Ln U)U) O z / O W � "-ALE t-u LU 60 120 9 Treestobesaved; _ _ I x W\ Aq� ( IN FEET ) 23 Limns of clearing (outs de dtphne of trees to be saved)', C) \ \ ® Location and type ofpmtacfiva feard%,, \ 3 D4\\ �CFpq 1 inch = 30 1L ® cad naalge9 regatialg o-W wens orwa119; / .�� / �' Og C /' E3 Proposedtmehingort dingbeyondNelimitsofeleming. I TMP 61AO-06-IA-00300 RWA [ 2 1 HENRY C CHAIKLIN & DECK 4 AR 4 QR , " `�¢e ° o All hoes to be saved shall be traskd with paint orribbon at a beignf cleady visible m equipment operatom. 1 \ KATHERINE LOUISE PECK / ti° \�S A 0 No gryding shalt b R =bl Me tree marking has been inspected and approved by a County Impactor. 1 \I ZONING: R-4 RWA L a� \ \ ^ ` 2 BN % \ d rre<-o tract.. ,. I .are I USE. SFD UNIT ILI Treepreservabonandprotectonmemales shalt bereviewdwiththecontractor onsite. D.B. 4794, PG.1 1 - PROPOSED ROW DEDICATION AREA io\ 31 _ / _ / / / \ w 4. Eaumaad Oaemtion and storareW : _--_- , / El Heavy a{uipmWl, valicWm traffic and storage ofconstrucdon materials including and shall not be parodiedwithin the driplines oftreee 1 I ---- \� / - z b, or to be saved S. San EroaonaadStorrnwaterDeteatianue.lee.: _-1'� / LOT22 i / / \\ "" \ 3) EXISTING STREET Q Such devices shall not advemdy affm h'w9 wo savd. 1 d w \ TREES(MAPLES)TO g. k7�Fhe.arenotpaan;o-dwathmlgoreetormeanplineortW.toroera•,d. 1 I IMP 61AO-01-IA-00400 .'//F/ REMAIN ]. Toxic Meter®Is� 1 I MICHAEL CORBE7T / / / >`'/ / �\ \\ 8 AR ® \ � Toxlemate sanallnotbesmrdwitla,aloofeetofne plmeoftWSwbesavd 1 \ MICHELLE CORBETT / i / / n Q i w S. protectivePenclna, 1 \ ZONING: R-4 ' \ i / / LOT 21 / / / i _ w Treesto be a»tained widdn ao reef ofa propWdbmlamg orgmamg acrirary 9lmll be profacld ny rmlamg _ _ -� / / i ® / \ PROPOSED 6' PLANTING STRIP TO BE \ use SFD UNIT _ / / \ - o FWtngshallbemp]acemldslmllbeinsps[dandappmvdbyaComarylayspxWrpliortogmding Wmh,wton 1 I __ +43 E , / , , /�,� � �\ " INCREASED TO 14.5' IN THIS LOCATION 9. rreewelb: 1 I _ � � _--'f- S $SODS 56" $ \ . �' / i / / .au 2 ' ` o' � TO ALLOW FOR THE (3) EXISTING Q Whmiegrounalevelmustbeaeisdwithintnedaipweofaheetebesaved,ateewellsnellbepmviaeaendaWa„tuctionaefait 1 I _ _- 50.48, E 6p.5 ;L\ Cv / \\\ \ S/GjyT STREET TREES TO REMAIN submmtted for al �• �- 10. Tree Walls: epprov . 1-------_- _ f q, �\y S,� y\ / LANDSCAPING / ,/•r /� LOT20 �:.\ L �5 AP° S' 62G/ \\ / ® wnenthe alevel mtbemWmdwtanneari t tobe9md.atreeWal9naube aea naaeomtr tronamd 1_� __�� N 11°1510 w w W W W \ ACCESS AND-_ // / ��Q y A CFISS/A \\ groan plane a pmva 9j (� submitted fora royal. _- 1 _ , ' u / �/ �� _� I ! LOT 19\ IN 4 C \ _ _ MAINTENANCE / \ / 11. TrenchmeandTonnelmn _ 5 23.14 EW ,p �..W �;� y,.EASEMENT / EA$ ENT 0 wnen o-enening;9 reglaiadwathN the eaNe of oleaairlg it Shalt be mne m far away rrom the mmt9 ofrree9 m po9sime. Twmeling N 11 ° 15' 10" W 3j• / \ Q of^ , S' undxalmgetree 9M1ellbe Wnsadeledmanelfearlehve When al a3 eNicipemd dmt necessary trenching wdl destroy fcederrWL9. / .�� W vv W W ��w W W ..\ \ ti 1/\ \k W W \ \ � IMP 61AO-06-1A-00500 / 8 BN 1 7.00 T� / �Wn W W W \ \ W W / Q C LO, SS / \ \ W 12. Cleanu I / \\ // 1fr u • ® F'mleNve fencing shall to the lazt imms removed dlvialg the final cleanup. 1 HOLLY NELSON DAVIS �'E ZONING-4 ab 13. 11-redre\�\\w , /{/%7 0 Dam edhemshallbetmatdimmediatelybypmmng,remnmtionaoNermemodsnoo=m Mbyatr specialist 1 I USE.' SFD UNIT NOTE IT IST EDEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTORON TREE CONSERVATION I I D.B. 4737, PG581 NT'--\\-F- REQUIREMES. 1 -_-- / / _, _, \ �• I _ � F� ' LOT16J 10/11/20 1 I ,�--- / % Y/ / F W \ /' \ \fir \� ,\ o % L0 1--Lt OWNER SIG ATU CRATE) 1 I -'-- LOTZ / / l l -��. \\\ �� \ \ I�BN / '� F�K /.. Y,, / �a LOTZ!T ' \ M 6' PLANTING STRIP i / LANDSCAPING CONTRACT PURCHASER SIGNATURE (DATE) I / / \ +�•\ 5/1/06 Page l off II / / / LOTZ ACCESS AND \/� Sy2A /T "A G�/F • i f� LC�T 13 \ y W y / I 6 / MAINTENANCE _ II l i i EASEMENTy9fN - of Foe IMP 61A0-06-1A-00600 / Y \ m W a W W W W a W DENSE TREES VAN DER VOORT THOMAS L JR co _-- - - -r' / ----- j / , LOT 3 Q ISe THE o�� i K / W 'W W W W I OR ✓OAN L HORN -- ZONING: R-4 o 6' PLANTING STRIP I I - \ _ USE: SFD UNIT I D.B. 4619, PG.485 ---- � -LANDSCAPING' I \ � I _ -- -- -__ l l h ACCESS/ANC / - BENCH MARK 14 I ®-�_�_� ! ! i EOCN�NE a _,� _ _ LOT 4 MAINTEAS�MEGE J / i %� -- / 'L g IRON ROD � I , °'1 °,/ / N- - �>; �,� , i ,,< �\ \ \ 3 I ELEV.=396.24' YL�1 LOT12 \ \ I Hll-1._AR „ ° �1* / � �' / it � i ' IL PROPOSED STR ------ 1\ --�- \\ i h - P08CI MANTA N, - T- / \\\.;� / /' /. .LOT S.. ,/ /. �' N ,/----------- _ . _\_ - _\ 1 ` 3 TREES (TYPI --------- - - - --- _ r // /'� ✓ / /< LANDD"P1NG' 9QR _ - - -z- �� I iN N lP • \ \ �� .\ // / i `\ A��ES AND i ----------------------- It /, (� \�� MAINTENANCE STAND �"/ ( �\ >' /EASEMENT \\ �. \\ -i' / /�. \\ •IS N ✓r W W W W W W W W \\ W '. . LOT 6 \\ h W I. 1 1 ; JI II o I r.a STF7EE7o-TREl""S • . ' . • •, \ ,/ l LOT 11 // ATYPICAL)* / ... 21 / I ®!yam\ ./. / a fi-f W W W W W W W W W 6' $LANTINGaSTRIR "p \� m m \\/'� / /'^`\... ' �NI\ �' �' 1 ll i _ _J I 10 AR Q W W W W W W W W W W W W W •Y W \ •Y W \\ !' \ \ •° /' ` - �� \\ 1\ 1 ,P\ I I_ - I `� I . �• /` •' W W W W W W W W W W W W W W W W �\ W •Y ` \ °\ \ �i �'// \: y' �' t -_ 1 1 N I n C 6QRW W W\\ J• W `\\ ° \ \ \\\ •\ ii\ Alv✓SOAPIN G `\� \ / /e////'W •Y W W WY W W •Y W W WY W W W W •h\ W •Y \\W t\ \ \t �'"ACCE$$ AND \ j 11 TENANl I I I MAIN 11 \ I , P W •/ / W W W W •Y W W W W W W •Y W W W W W W W\ `P EASEMENT1 I I I 22 / / W S W W W W ✓r W W W W W W •Y W W W W W `CY N' `\\ \ 4\ \ ( '1 �i • I' I LOT10 II \\\\ // /3/ •/ W W W W W W W W W W W W W W W W W W \W W\ \ 1 I •P I W I 1 '�. 1 I I 00W Y, W W W W •Y W W W W W W W W W W W W \`\W W`\ r" \ a\ ;�/ \ LOT 7 { j WI W. / / - 10 W +9 W W W W W W W W W W W W W ✓r \ W ` \\ I 23 \ / /' /// / // \\ w\ \ -J i i y WII W WI. i 6 AIR ------ ------------ L J 1 21g' FIC-FI ^ tl. \ a _-_,\ OCHL YN HILL W W Y W W W W W W Y W W W W W W W\\W y k \ WII W. 7 - - /v \1 1------- PARK - CURRENTLY - 24 II II ° P-5E1 IP n \\/ 7 / UNDER CONSTRUCTION to, W W W W W W W W W W W W W W W W W W W \\ W \ i' / / ✓/ +b •.W J, W W W W ✓r W W W ✓r W W •Y W W W W W`\ W •Y ''�/C \ - ii / ..III III W o I m WI 1� 1'1 LANDSCAPING 'I • I ( `�.�\\ 11 II W I III ACCESS AND II II / PLANT LIST LOT9 MAINvTENANCEI o NT 25 W W W W W W W W W W W W I m I EA SYMBOL BOTANICALNAME COMMON NAME SIZE CANOPY STREETTREEQUANTITY TOTALCANOPY y • ; LOTS w I,i Y L W W W W W W W W W W W W \ CANOPY TREES ` I - / l / W W W W W W W W m W W ✓/ W W � 1 l' I 1 1 1 � I IWO MAPLE (YELLOW) ,�- ll lII'� - _ 11. ,v __ _. -- -- -�N• �® ® -r��__ �')L�+I� ___ �������1� II_ , >•�,.: I ,,f,...7, / a G4>C _ ..�P��_ -1 •� ni --��rio///A./-r����i'It:L19:fr���''•II .--I N N CD N .+ CD �501 USE' UF ti (y) c) N ® CM � z Q 0) G N 0 -� N Q oa 1 1 > lO � c LLI _j z J J vw, U_ O .o LUO > z w _m t 3 U) Q Q Q U U E T w U 6- 0 S C L) J z � T w E U z O D C9 Z U' J z w W Z Z w U Z W LLJ O N Z JJ o J U) o a JF_ 0 a NW < m U 0 U V L rMP O CITY OF CH Up ° PARCEL A (V PUBLIC LU w DB 507-4 0 = ' U a n -O0 JOB NO. 112062 0 N ° SCALE 111=30' -Q m c ° SHEET NO. a 16 UJ m m Page 614-52 April 2015 Typical Traffic Control Lane Closure on a Two -Zane RoaaI Using Flaggers (Figure TTC-23.1) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 50W-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximan possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsight from the graphic flogger symbol sign to the flagger. QR!Lon 3. Where RigI of geometric conditions prevent the use of 48" x 48" 111 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing Traffic (see Table 6H-3 on Page 6H-5). 5. An flaggers shall be state certified and have their certification card in their possession when performing flagging dudes (see Section 61 Qualifications for Flaggers). 6. Crone spacing shall be based on the posted speed and the values in Table 61 on Page 61 7. A shadow vehicle with at least one high intensity. amber rotating. flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. option 8. A supplemental flagger nray be reauired in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9 If the queue of trafjPc reaches the BE PREPARED TO STOP (113-4) sign then the signs, and portable tannporary rumble strips II should be readjusted at greater distances. 10_ il7nen a hi inn -rail nossin exists within or stream o the transition area and it is anticipated that g m % upstream f Pa queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary raft control _one should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56for additional information on highwa)'-rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 61 ion: 12. Cones may be eliminated when using_.t pilot vehicle operation or when the total roadway width is 20 feet or less- 14. When approved for use, three portable temporan- rumble (PTRS) snips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W•34) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the I oadw-a)-. When the PTRS are installed, the RL"JIBLE STRIP$ AHEAD (W20-3-26) sign shag also be utilized. 11 Posted Speed I 0-35mph36 - 55 n h 11 PTRS Spacing (Center to Center) 1 5 Feet 1 8 Feet :611-52 April 2015 Typical Traffic Control Lane Closure ate a Two -Lane Roadi ar Laing Flaggers (Figure TTC-23.1) NOTES dance. L Sign spacing distance should be 350 =500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work :one to Hoare maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generaly speaking motorists should have a clear line of sightfrom the graphic flagger 53mbol sign to the flogger. loll: 3. Where Rig dof-Way or geometric conditions prevent the rise of 48" x 48" signs. 36" x 36" signs maybe used adard: 4. Flagging stations shall be located far enough in advance of the works ace to permit approaching traffic to reduce speed and/or stop before passing the won k space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 5, All flaggers shall be state certified and have their certification card in their possession when performing flagging dunes (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 61 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. ion: 8 A supplemental flag= may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. dance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (Tf3-4) sign that the signs, and (fused At porI rangnorary rumble strips (P2RS)r, should be readjusted at greater distances. 10. !Then a hi hw -rail crossing exists wirhm or stream o the transition area and it is anticipated that g al g uP f Pa queues resulting from the lane closure might emend through the highwa)-rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure T.TC-56 for additional mformation on highwm�ratl crossings). idard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). ion 12 Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straieht roadways where the flagger is visible to road users oachin from both directions- a sin a flagger. positioned to be visible to road users aPP1 g gl Sf� approaching from both directions. III be used (see Chapter 6E). adv'd:r 14. When approved for use, three portable temporary tumble (PTRS) snips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (113-4) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary dining the work shift to ensure proper placement on the roadwac. When the PTRS are installed, the RT--NIBLE STRIPS AHEAD (WI sign shall also be utilized. PostedSpeed 0-35 36-�inivh 11 PTRS S acin Center to Cente!2 1 5 Feet S Feet V � t Apea 2015 Page 6H-103 Road Closure Operation with a Detour / (Figure T117C-08.l) April 2015 BARRIER DELINEATORS 6 BARRIER PANELS SEE NOTE 12 - R71 2 C OSM TYPE B m WARNING LIGHT No 2 z 0 R11-39 w:nrauo M4-,oL - TEMPORARY BARRIER SEE NOTE 11 ROAD cLOVIT, ®_ m "gg n ' ® > J Mini ♦wza 3 �N SOY. s 20-3 ManNO , M \ z ® wN 11 z 1 SEE FRZR .rt 61 � 7 NOTE�" -.OR El E NOT6 SEE Md-9L M M6-1 SEE NOTES 3 & 4 .plg - NOTE SEE ® NOTE 1I6p ORE50] M1-4 Z M4-V3L' ®�Mti-1L 09 SEE NOTE 2 OETOII� 1"J202 C1310N 33S T AIaAD QB-9W a 1: Re, kwn 1 - 4!1 2011 rI Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TIC-23.1) i G20-2 (V) z 500 + 0 N011tl1S tl3rJ�Jtl-lj r� O 50'- 700' 0 o �- SEE NOTE 4 _+ % 'PORTABLE TEMPORARY / RUMBLE STRIP SEE NOTE 14 (OPTIONAL) 1 Ren:iool-41L'2015 �® GRAPHIC SCALE 50 0 25 50 ,till- 200 ( IN FEET \ 1 inch = 50 arcs 7 XET "ROAD CLOSED LOCAL TRAFFIC ONL Y" BARRIER (R11-3a) / �v / , : / / R L Apri12U15 Table 611-2, Taper Length (L) Yale 6H-5 Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks <- 25 95 105 115 125 L= S'W/60 30 135 150 165 180 " 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 1 450 500 550 600 " 55 495 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 " 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with'/L being the minimum. Table 614-3, Length of the Longitudinal Buffer Space' Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 165' 30 200 - 210 35 250 - 260 40 305 - 325' 45 360 - 380 50 425 - 445 55 500 - 530' 60 570 - 000' 65 645 - 675 70 730 - 760 ARK \ \ \ ❑+ /x l 1: Revision 1-4/1/2015 9tR�f \ k W as ma r5j7y WRV R 2 Par 6H-5310 r R. r wets LOT 22 I 4 / /o i IR a \ \ I OPEN SPACE E LOT21 \ i \ ------ I 0049 ACRES I w ` -"-- 50.48' N 60.fir° by, __ N 11'15'10'W ., / �e,z ro" u - r• P " .N 2TI£•L\ \ \ \ I I 23.14OT 19 ' . qu 'Y3gq 1 5 N 11'15'10' W 14ss' re.zr -. �dgc.9Fg�, sssl. Ns / I7rvi IRr <4.gp, • • • .r` \ \ / �° : I2 .'�\ c I "ROAD CLOSED" = - - ... a Tali1 N I' /' l � - \... . \ \ o, / / . LO / tar �% � '3y \ IRr BARRIER (R11-2) i,,, LOr16q, \` ----� ,. , / / I . , I LOT15 t. ' PROPOSED RIW j .'. I / ,�+ l / '' / LOT 14 , r DEDtrA CRES) EA ' 13 .. I ---- l i /�,' � / _ \ \ za• / /o.ossacREsl \\ 80'-120' \ I:7 i rar Fq FY / fLOT 13 6 / ` ^'OPEN SPACE E - � M b v / /:L0T3 / i �'FNNrI SHADOW VEHICLE _- / �, __-/ /__�' . REQUIRED SEE NOTE o / L 0 14 I 'AOH 7' .•r / LOT4 • 50'-'coo ;,' /ry / / �a FLASEE NOSTE zION /- LOCHLYN HILL DRIVE ® j ' '.i I L0T22 \ - pep ROAD LOTS ��.: ❑ __ R o NOTE t W20-7 19 W SEE NOTE 1 BE 1fi. . W w w w W w W w W w W w W w y w W w �� ``.. / __ 0A w . . �. i I PREPARED W34 -,-_ -` - SEE TO STOP SEE NOTE 9 i 7�\� / i/ p ` .-•• J L076 NOTE 1 ; , .�; 21 \ _ ` SINGLE LANE CLOSURE ALONG _ I A � AWKE STRIPS SEE NOTE 14 / / ' SEE1 SUTHERLAND STREET REQUIRED \ \, g / __ -123 NOTE 1 ANnAo / / / \ ❑ r'/'Y �� j 1. OPEN SPACE U ` ` VI / \, ❑ "END ROAD WORK" FOR MILLING & OVERLAY WHERE 0063ACRE5 NOSEETE 1 / / 22 i ❑ ' .` . I LOT 10 II i1 _ w20 , / SIGN (G20-2) THE PROPOSED ROAD CONNECTS W . LOTH i` ` .p Flu 23 INTO EXISTING PAVEMENT _ - --- -`- - 1 � , LOCHLYN HILL - / PARK -CURRENTLY - �.>�>��°.-> -r-- I 24 \ter ❑ -UNDER CONSREIVILO w'kaaw'w w . . W` W . M1 ® --�,� �zz "ROAD CLOSED" .ww. wwww w w 25 �' \ s w w . W • W W • "ROAD CLOSED" `{ \, ® LOTS BARRIER (R11-2) j \ 26 ;< w w BARRIER (R11-2) A - - -- 623.}6'� ♦ W ♦ ♦ w V w Y W V ♦ w s , • , ♦ W ♦ ry ♦ ♦ Y ♦ W ♦ ♦ _ _ _ ♦ V W20-7 W20-7 R e ' E 223.19' , COMMON AREAd'Az ir8 • .. - - --- - - I _1qr- OPEN STPACE 2 - - - ❑ _ :,.. •. ...,., gUTHERLAND STREE n - SIGN SIGN ..... . °. .° ':-_•=. a I '• aa'F/C "BE PREPARED TO S3'R W 27 - E PREPARED TO W20 STOP" SIGN -4) 1 20 7 28 / (W3 i STOP" SIGN (W3-4) SIGN , 2F i 24 21 PROPOSE - 29 i "RIGHT SHOULDER CLOSED ,.; RIGHT SHOULDER CLOSED I - I ' b <; 30 13 j - AHEAD" SIGN (W21-5bR) 34 - 13s I 1 , AHEAD SIGN W21 5bR) --- , \° ------ II 31 ONE LANE RIOAD AHEAD - _ 32 I ------r-------- SIGN (W20-4) --, -_' _ ONE LANEROAD AHEAD" - I SIGN (W20-4) _ - -ROAD WORK AHEAD" - 89 90 ------ "RO HEAD II - \--_- �4 SIGN (W20-1) __ - --- � _-------- AD WORKA $ 33 \ 88 - ---- I SIGN (W20-1) No. 35791 02/08/22�� k IONAL - z z z w w w 0 0 f f f a O O O U) 4 Z m 0 0 0 Z U U U O -1a H in E a a a W Z w w w H > > > � ILLI ILLI -n IM A r4 N ,--I N N .Qi .LI-i o N O N .+ o III M � z Q � o W N o z N Q W a % o J F--I zW Q �� LL asWrr J z ° Ann L1tv.- _ > U)a I --I L - w C ~ LL9 m 0 O LU O s 3 z �J//LU Q U° _ WU z Q� I J z� Y J I� o LU z w = a E Ul C a� z (n J Z w w 2 z z w U w LLJ O N Z _--I J 0 o J U) o F_ W a Wa 0 N � � x U L \ o ° O N \ Lu ^ H w ° E a UI 0 JOB NO. 112062 0 \ S m m ° SCALE 1 "=50' ° m 0 SHEET NO. a 17 m 435 435 430 430 OBJ \ 3.5' \\\� SO \ \ 28p, 425 425 \ � �28p, EYE 420 3.5 420 PROPOSE 4�5 w GRADE 4�5 J ZU41 3.5' Ow `n zz w 410 w J 410 O� u uz ww �^ a F0 405 z a 1 405 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 PEN PARK LANE EAST AND EVANSON ALLEY SD 435 435 430 430 3.5' \ 425 \ � 425 GRADE \ so, 420 \?9 , 420 4�5 PROPOSE GRArw \ 4�5 EYE \ 410 \ \ 410 \ \ \s \280, 405 \ \ 405 \ 400 \ 400 OBJ w 3.5' 395 -1 395 Z O� Z J Q WJ_ 2 390 0 z 390 u U w LnO � 0 Z Q 385 385 10+00 10+50 11+00 11+50 12+00 12+50 13+00 14+00 LOCHLYN HILL DRIVE AND EVANSON ALLEY SD 15+00 420 420 OBJ 415 3.5' \ 415 \ 410 \ 410 \ \ 405 \ \ w 405 \ S F \ Z H \ J Q \ w w 400 \ = Z 400 Z Oa \ PROPO ED \ u z GRADE \ \ Lu U) a 395 w 395 \ Z Q \ E E .5 390 390 385 385 38o 38o 10+00 10+50 11+00 11+50 12+00 12+50 PEN PARK LANE EAST AND SUTHERLAND STREET SD 430 430 425 425 OBJ 3.5' 420 Boa 420 5, 4�5 5�-130'� EYE PROPOSED 415 3.5' OBJ 3.5' 410 } 410 Lu J Q W W J J Q W z 405 00 405 u Q w V7 w �0 zQ 400 400 10+00 10+50 11+00 11+50 12+00 EVANSON ALLEY AND ELLIE ALLEY SD VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. as HORIZONTAL SCALE 50 n es 50 100 200 ( IN FEET ) 1 inch = 50 ft. No. 35791 ,� 04/05/22/ ZONAL SlO cn cn cn w w w ` O z a 0 0 0 0 0 0 U U z z z ZU w 0 m> _j 0 j 0 0 z U U U O O a W W W in E > z 0 0 0 ` w w w w c w w w c W `_, C CA N .--I N N \ ' O N O N .+ O L9 M M N M _ � z Q N 0 o W a W J LL.o Zw J J a a Q > z oc ° _ �o a ~ U o L9W H m O W z 3 C Z a a o = W U H �a � J J o a W = (D E ul z u) ° Z_ U) J z W W Z � 2 Z W U w � _ I O N Z 1(YL J 0 o JU U) o w a 0 W a a � x t.! s ° N 0 w = D U U° 2 In 0 JOB NO. 112062 0 ° SCALE AS SHOWN o m ° 0 SHEET NO. a 18 ° N s