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SUB202000133 Plan - Revision 2021-02-08
GENERAL NOTES LOCHLYN HILL -PHASE IV 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: IMP 61A-6. 0.2009 ACRES IMP 61A-10. 0.2000 ACRES TMP 61A-3B. 0.8590 ACRES TMP 61A-7.• 0.2009 ACRES IMP 61A-11: 0.2583 ACRES IMP 61A-3A: 1.1500 ACRES IMP 61A-8.• 0.2009 ACRES IMP 61A-12. 0.2009 ACRES IMP 61A-3.• 0.7800 ACRES IMP 61A-9. 0.2009 ACRES IMP 61A-13: 0.2062 ACRES PROPOSED BOUNDARY LINE ADJUSTMENT TO ADD 0.0425 ACRES FROM IMP 61A-4 TOTAL ACREAGE: 4.50 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.- 4.50 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED BONUS DENSITY: AFFORDABLE HOUSING (UP TO 307. INCREASE) (2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT 18 UNITS BY -RIGHT t (2) AFFORDABLE UNITS t (2) ADDITIONAL MARKET RATE UNITS = 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.50 ACRES = 4.89 DUA NOTE.- TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227 DENSITY INCREASE OPEN SPACE: TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 259) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.175 ACRES (26.17.) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA770N. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT OPEN SPACE A = 0.929 AC OPEN SPACE B = 0.085 AC OPEN SPACE C = 0.056 AC OPEN SPACED = 0.063 AC OPEN SPACE E = 0.042 AC (FROM BLA) TOTAL OPEN SPACE = 1.175 AC PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WI7HIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXIS77NG COND177ONS 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 KILL 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 201& THE BOUNDARY LINE INFORMA7ON IS PROVIDED BY KIRK HUGHES & ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JANUARY 2020. DATUM: NAD 83 EXIS77NG VEGETATION: THE PROPERTES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXIS77NG LOTS, THERE ARE SOME MATURE HARDWOOD TREES ON 174E LOTS AND ALONG 774E 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 7HE (8) SFA UNITS = 2 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 41 SPACES PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING 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 S7REAM 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 7REES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN IS PROVIDED WITH THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: A PARK IS BEING CONSTRUCTED WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN SPACE FROM THE PHASE I DEVELOPMENT THE PARK AREA MEETS 774E RECREATIONAL REQUIREMENTS AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS BEING PROVIDED: TOTAL AMOUNT OF RECREATIONAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF TOTAL AMOUNT OF RECREATIONAL AREA PROVIDED: 40,510 SF OPEN SPACE: OPEN SPACE AREA (AREAS B, C, D, & E): 10,716 SF (0.246 AC) - 20.97 RECREATION AREA OPEN SPACE: 40,467 SF (0.929 AC) - 79.1% TOTAL OPEN SPACE.• 51,183 SF (1.175 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. 07 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 EASEMENT.- 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 Q=11.4*88A0.544 = 130 GPM (130<176, USE 176 GPM) MAX HR Q=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.- SPRING 2021 FINAL ROAD PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ucx , \ 2 \ 3 x8 \\ U IXIX h LOT22 LOTH os.ir � OT" .OT19 ( F 7 -- _ LOT16/ LOT15� LOT1 n4 CDT18 -.:. 6 LOT2 / LOT4 ��\ . .• it .l p, "l � / � � I' -. Lors ___ ;.Ae �. � 09. . . -.'... . v � LOT6 LOTIl i LOCHLYNHLLL PARK -CURRENTLY COMMON AREA 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. I N7w1w% AV Mao a&,w7P GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. DEVELOPMENT AREAS: LOT AREA = 2.425 AC (53.97) OPEN SPACE = 1.175 AC (26.17) RIGHT-OF-WAY = 0.90 AC (20.07) 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 (7- VILLAGE o SQ ARE" TD PEN PARK �NF �N RD NORTH 68 �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 EXISTING PLAT 3 EXISTING CONDITIONS 4 SITE PLAN 5 UTILITY PLAN 6 GRADING & DRAINAGE PLAN 7 TYPICAL SECTIONS, NOTES, & DETAILS 8 NOTES & DETAILS 9 DRAINAGE MAP 10 ROAD & UTILITY PROFILES 11 ROAD & UTILITY PROFILES 12 DRAINAGE & UTILITY PROFILES 13 DRAINAGE PROFILES 14 DRAINAGE CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 17 MAINTENANCE OF TRAFFIC PLAN 17 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 ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX APPROVAL: AGENT FOR THE BOARD OF SUPERVISORS DATE: SCOTT/R. CbL] No. 35791 A 2/1/21 p H z w z f O Z a o 0 'w U) U Z w m z O N U O Z O Ln F d ,A I LU z o � V`I � u� 0 N m r, L9ti CY) N CY) N O W N W >_ zLL] J LLJ L O zQ WC) LLI Ul Y z F- LLJ w J L I^_ J~ W 0 V O w 0 d a LU L1U O 112062 SCALE AS NOTED SHEET NO 1 o� a� C OU `o y O p C U o - U O >N m o °N SOURCE: 'VILLAGE JAMES OCHLYNAHILLODEVELOPMENT GROUP, LLC A.A& BARBARA E�NUNNALLY MEADOWCREEK T00, LLC MEADOWCREEK T00, LLC00 IN RDP�K � I � 7� O 0 LOT 1 RESIDUE O D.B. 440, PG. 532 0 D.B. 3467, PG. 145 O D.B. 3487, PG. 145 NORTH D.B. 4839, PG. 390 LOT 2 LOT 6 LOT 10 � o 49 D.B. 4839, PG. 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, (PLAT) 'PEN ad`�� PARK' TMP 061A0-00-00-003A0 TMP 061A0-00-00-00600 TMP 061A0-00-00-01000 " JAMES A. & BARBARA B. NUNNALLY MEADOWCREEK T00, LLC MEADOWCREEK T00, LLC O D.B. 659, PG. 390 0 D.B. 3487, PG. 145 OJ D.B. 3487, PG. 145�Cou LOT 2 REVISED LOT 3 LOT 7 SITE D.B. 4839, PG. 390, 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) .� we ISDN sT-� TMP 061A0-00-00-003B0 TMP 061A0-00-00-00700 TMP 061A0-00-00-01100 VICINITY MAP JAMES A. & BARBARA B. NUNNALLY MEADOWCREEK T00, LLC MEADOWCREEK T00, LLC Q � © D.B. 659, PG. 390 © D.B. 3487, PG. 145 OK D.B. 3487, PG. 145 SCALE 1" = 2000' LOT 3 REVISED LOT 4 LOT 8 D.B. 4839, PG. 390, 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) BOUNDARY SURVEY TMP 061A0-00-00-00400 TMP 061A0-00-00-00800 TMP 061A0-00-00-01200 5.067 ACRES JAMES A. & BARBARA E. NUNNALLY MEADOWCREEK T00, LLC GLENDA WINGFIELD OD D.B. 440, PG. 532 OH D.B. 3487, PG. 145 ©D.B. 915, PG. 641 LOT 1 REVISED LOT 5 LOT 9 BEING THE LANDS OF D.B. 4839, PG. 390, 396 (PLAT) D.B. 439, PG. 48, 49 (PLAT) D.B. 439, PG. 48, 49 (PLAT) GLENDA WINGFIELD AND JAMES A. AND BARBRA B. NUNNALLY AND NOTES: LOCHLYN HILL DEVELOPMENT GROUP, LLC 1.) PREPARED FOR: LOCHLYN HILL DEVELOPMENT GROUP, LLC AND 2.) THIS PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE MEADOWCREEK T00, LLC, "MINIMUM STANDARDS AND PROCEDURES FOR LAND BOUNDARY SURVEYING PRACTICE' ADOPTED BY THE STATE OF VIRGINIA, AS SHOWN HEREON 3.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. RIO MAGISTERIAL DISTRICT 4.) THIS SURVEY IS BASED ON A CURRENT FIELD BOUNDARY SURVEY PREPARED BY THIS FIRM AND NO BURIAL GROUNDS WERE FOUND. ALBEMARLE COUNTY, VIRGINIA 5.) THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE 'X", NOT A FEMA DEFINED 100 MAY 31, 2016 YEAR FLOOD PLAIN. 60' 0 60' 120' 180 FEET 6.) THE PROPERTY SHOWN HEREON LIES WITHIN THE MEADOW CREEK WATERSHED AND DOES NOT �F D LIE WITHIN A WATER SUPPLY WATERSHED. SCALE: 1' = 60' 7.) THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AGRICULTURAL AND FORESTAL DISTRICT. KIRK HUGHES &ASSOCIATES 8.) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS AND/OR EASEMENTS OF RECORD. �c.v. " xucal;s9 LAND SURVEYORS AND PLANNERS LTC. N0. 1458 9.) LOT 1 RESIDUE, LOT 2 REVISED, AND LOT 3 REVISED ACCESS PEN PARK LANE THROUGH 220 EAST HIGH STREET S 3NI� ACCESS EASEMENTS RECORDED IN DEED BOOK 659, PAGE 387, 390 (PLAT) AND DEED BOOK CHARLOTTESVILLE, VA. 22902 4839, PAGE 390, 396 (PLAT) AS SHOWN HEREON. rq`YD (434) 296-6942 SURv���4 10.) ADDITIONAL IMPROVEMENTS EXISTS OTHER THAN AS SHOWN HEREON. FILE: 2013-138, W.O. 2018-113 C:\UDD\SURVEYS\2018\2018-113\2018113-01.DWG SHEET 1 OF 2 H OF/l o G TMP TIMP �SCOTT R. LLINSZ U No. 35791 �� 2/1/21�� O��SSIONAL CITY z z o z 0 o 0 'w U) U v, U_) Z W m z O o U) o Z U < W 1=4 Ln I- a uj Z o F�1 > W W o N N M n N M co N M � z ' Q N J O I� W N a W > I� W J J Q J z U) IL �-' O W Z �_ �/� V / U w J Y ulW � z (n J ZF W 0 J J� IJ_ Q O O N W d ul JOB NO. 112062 SCALE AS NOTED SHEET NO. 2 LOT IDENTIFIER & TITLE NORTH o IRF LEGEND: TMP =TAX MAP AND PARCEL d6aF R/W =RIGHT OF WAY �S>19, D.B. =DEED BOOK PG. =PAGE RES. = RESIDENCE u _ m 11 IRF IR p �� =LOT IDENTIFIER VIRGINIA GRID NORTH 0 �!'gR�4g 0" A/E =INGRESS AND EGRESS EASEMENT RES. � Qg ��rf° D.B. 659, PG. 387, 390 (PLAT) SOUTH ZONE (NAD 83) r � I I I '0G Ve4 A/E-2 =INGRESS AND EGRESS EASEMENT D.B. 4839, PG. 390, 396 (PLAT) � / 1 o IRF I �, A/E II IRF RFS �> � RFS IRF I i R RES. I � / FS S moo. I I \p IRF K `--- � A/E-2 I RES. � m � Z , RES. i1---i N , �� o � I FEDERAL1---� � I DAM BREAK � N \ I INUNDATION / rn ZONE \ ' • � I ---I � rn O I (PER COUNTY GIS) \ \ I i \ i RES.1 � /LOCHLYN HILL PHASE 18 D.B. 4476, PG. 197, 243 (PLAT) COMMON AREA 125.0T IRF � I OPEN SPACE 1 I IRF 135.82' , 362.26' - _ W 623.15' IRF IRF ALBEMARLE COUNTY - NICHOLSON 51. FUTURE LOCHLYN HILL PHASE III OF CNARLOTIESI4LLE 53.5' R/W LOCHLYN HILL INST. N0. 2016-3811 - CONMON AREA CITY LOCHL HILL LL PHASE II - OPEN SPACE 2 INSf. N0. 2016-3611 DR. � (CITY) SHEET 2 OF 2 PgRK7LANE w R + \� - 603 (PLAT) _ RT EA :� \ \ } TH 0 NOTES: �+ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 442 y /y \ Q \ x ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. O'COTT R. LINS'Z ° 62 / ti°j 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD F\ 4233 \ / L5 No. 35791 K ', COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION a . e 1 �/ F 8-(/ +\ EXISTING 18" DI / IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS ono 2/1/21 �4 IIF��// ° iRWSA WATERLINE \\ L \ BEEN FIELD VERIFIED IN JANUARY 2019. ��ssr gGti I (//(\\\ N EXISTING TER x 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. ONAL E 1 \ \ a I \ METER (, ITE - THE MANAGED STEEP SLOPES ARE LABELED. ° I 44 3 I \ \ v b 42.4 TO REM ' \x/ 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. HAIGHT,, MICHAEL ROBERT & / ° \ THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL ° I I COLLEEN PATRICIA GILLIS DRILLER AND WILL REQUIRE PERMITTING BY THE ° I I 1 ZONING R-4 I \ / \ \ IMP 48B-1 CHARLOTTESVILLE/ALBEMARLE HEALTH DEPARTMENT. I USE SFD UNIT RF l / - V \ � CITY OF CHARLOTTESVILLE D.B. 45119 PG673 1' I / \ EXI ING 1 _ PARCEL A, PEN PARK 444 ° — ° I 1 _ - i \II Q S \ / \ AC WATERL 5'6 DB 507-427, 432 PLAT PUBLIC GOLF COURSE II �� \ ,boo 'o z 4456 — — ° 1 2 I I I I LU DENSE TREES \ \ \ / \ EXISTI A O z0 g _ _ TMP 61AO-06-lA-00200 I INGRESS & EGR SS \ \ \ METER (OF T� - -- ,w a U) 8 EARL CHANDLER PARKER TO REMAIN Vl 4 � EASEMENT D.B. 59 V A y V) v- U LINDA MARIE PARKER RF \ �� _ ^�� of z r \ 1 ZONING. R-4 / / / 1 \ PG.387,39(?\ R \ / \ \ \ Z o m 0 I / / / \ \ EXIST! REELINE O z J O n USE SFD UNIT ( h 41s Q = D.B. 4819, PG739 — r - ` EXISTING WA E \ Ln TER TO REMAIN - - > I - _ \I / z o -43a_ IMP 6 IA-4 DSE VELOT22,LU JAMES VA. & BARBARa B. > = `` NUNNALLY l I / \ \ \ - / 1 I I SINGLE FAY. RES. / TMP 61A-4 I F 419.2 AFNA r 1 I R-4 RESIDENTIAL / AYES A. & BARBARA B. o� - _ _ \ �q�� EXISTI"G WATER W 3 / I DB 440-532 DEC/ NUNNALLY / `°oic ��ve IMP 61AO-06-1A-0000- / RwA [ LOT / SINGLE, FAY. RES. I / y °e¢�TFOT%qp \ METER T� REMAIN w/ 1 /y 8 0 0 AND SERVE LOT 21 - li HENRY' EHAIK�N & I I \ DB 44 5 /E�4'X / / R-�{ ESlDEN7/AL / r -TMP 61A-6 � sA6 �67i �Ty , \ KATHERINE LOUISE PECK �> p 440-532 Z / MEAD VCR - - - - wqf� o� S� J EXIST�NG WATE ZONING. R-4 R L i � LOT 1 / SINGLE FAM. RES: 12 METER TO REMAIN v I / DB 48-351 PLAT R— REsiDENTiAh v w 4,8 GRAPHIC SCALE USE: SFD UNIT - -1 / AND SERVE LOT-2-0 I \ 1 I / DB L -145 \ EXISTING FIRE / D.B. 4794, PG.1� _ - � 1 � / / / ( LOT 3 so o is 3o so izo 1 / / EXISTING MANAGED DB 448-351 [ATv HYDRANT TO - \ _ / � / � � � � � � EXISTING 18" DI \ A3A- / SLOES i TMP�617 7 \ I REMAIN RWSA WATERLINE /CLEAN l / \ WCREEK TOO LLC ( IN FEET ) d l OUT / ®- [AM. RES. EXISTING ATER 1 inch = 30 ft. N _ \ IMP 61AO-OE-1A-00400SIDENTIAL R METER REMAIN _ V MICHAEL CORBE77 / / i - 487-145- ° v� 4> .8 AND VE COT 17 EXISTING WATER N MICHELLE CORBETT I I \\ I / ^ -� METERS TO REMAIN rl DB 448-351 TMP 61A ADJUSTMENT/ / / / DOWCREEK IOU LLB AND SERVE LOTS 15 ZONING: UNIT BOUNDARY LINE / DEL/K _ / S%NCLE FAM. RES II/ & 14 USE SFD UNIT I \ - \ I D.B. 4854, PG56 TO - N 82 \7\ % �� R-4 mn)a L \ -ADD9 .042�O 0'15" W 105 - �4 548 �3 EXISTING TREES \ y _ -PROPERTY z I �Q L 1 - - - - TO BE SAVED i EXISTING WATER - _ -- _ _ W �� OB 4 6?'77, - / / METER TO REMAIN / - -�i AND SERVE LOT 13 / ��� + cJ - // Nll'�39�a" E �� v� �SU?SS. z3 L9 ti \ \ A LQ OWCREEK LAC EXISTING 10" DI / Cl? TMP 61AO-06-1A-00500 R _ / V I - � �Q V v LE FAM. R dSA WATERLINE 00 _ HOLLY NELSON DAIS / / JCK RESIDFMTAf� / / - I I L7 \ _ ZONING: R-4 / / I I I / / ti / a[[ \ N 1 USE SFD UNIT yu N I / - q L487 45 IMP \ \ 0 w // / / / / EXISTING W TE \ a D.B. 4737, PG.581 / +%'I`""P / / / I \ ( - / DB 48-557 /� .6lEADOWCRE IRF / ABANDONE m o ® M / METER TO B _ r / s° 1 / I / / /INCLE FAM. RES. W / / / a d- " x / 424. / - -4 REse lAL - ' / / o ^ Z _ - EXISTING WELL & / / / \ I J - D 48 - - / / / o o _ \ �\ I �c �� � - PUMP HOUSE TO BE LO we s /� � / / � l l v '� - ��-' ' / � N 13 REMOVED / E / UP(tyP) / / 7 \ \ \ DECK \ / DB 448 351 kk / a z y O L�L_ - - - 6 / 7 I / / � TC \ \DECK � / � I / / / oa W O � � � I TMP 61A0-06-1A-00600 II \ / / / IN . INI8% H=405.351 A \/ \ \� / _ - -- 4 / / � N / / / 4 4.5 I / R DIP=400.1P \ \ \ \ \® \ EXISTING 2' ACSA1 / I D NSE TR�S / l _ \ INV. I 8" TAP W-398.$' - WATER MAIN & J / _ VAN DER t OOR7 7HOMAS L JR / / I / / ( I� - - - v _ V / OR JOAN L HORN / h / / I ' / TMP 6ERSSER>lINBG / // / // Q - - EX TIN HEM / / � / I � \ � � / / I . OU 8 T P=398 2 \ \ \ / i ZONING R-4 P WER L ES TO E I / I \ \ , , / USE.- SFD UNIT MOVE / / / / I MH= 96.91' I A �� V �_ / 13�O BE // ' D.B. 4619, PG.485/ / / / I / " \ \ / DE ABANDONED / I / i / — O o / p vk / ✓ 7 / INV./IN 3 CIP (NW)=392I4 TY/R 61A-3B \ ' / J Q / INV. IN 37 CIP NE)=393.8' I ✓A4F5 A. & RBARA v�// �R�CH�MARK / / NUNNALLY �� TMP 61A-17 AV �� ELf1! 39624' LL. a - EXI G INV1 IN 8" TCP=39 .8' Sl GL FAM. REDS - \ / i--i / I HOUSES T9 BE / INV. /OUT 8" TCP=39 .T R4 R SIDENTAL V - \ \ DE MFSING FAM. RESELL / / �� Q DEMOLISHES / Fr � R LU i7B 466-52 \ / \ \ - R- RESIDENTAL / > z `o V / (TY�ICAL) / / OT 3 V v - / l l / / \� / / �- ' \ \ \ \ / 3 DB 3487-745 / i L H m - l bB �5 390 \ �A _ LOT 8 4035 0 \ \ BB�44_ 351 / / O W 3 l / \ \\ EXISTING N - TO B C EASEMENT �\ \ \ \ I \ 8' J � / � \ \ � I IINV. 1N 3" CIP (NW)=39i.8' �J l l 1 I � \ \\ EXISTING 8" DI �( N�{f 2 // / I ATEq'PE / \ \ \ \ \ \ HOUSES TO B „ l / 388.3 Z Q / EX G E • SPA 3 I WATERLINE /I DEMOLISHED \ \ N 5� �g I . / / 41BB / / SC / \\ \ I _ / 6, vv. / / / Ate' / m �\ V vA v V (TYPICAL)- / / / / / I i- - %C�^\ A v of TMP 6IA 12 �� o l / l / 38Z7 w m o / / INGRESS & E&RESS / / / V v A\ I v a J (� / \ / / / / / l _ I RNG E FAY. RES., LC o \ 38Z4 I o / M / EASEMENT D.B.4839, M ADOWCREEK T00 � I-1 TIAL 1 / / PG.390,396 O �G� v A \ \-� v I SINGLE FAY. RES.' X�1 \ Y o l - / / TMP 61A-3A / / \ D NSE TREES \ y DB 3487-145 \ n m J I I E IS NG WATER = w F / cS / \ m LU v / / JAMEs �. & BARBA� e. / v - - �� I LOT 70 ro n T RS TO BE � � NUNNALLY � I � m o � / SINGLE FAY. DES I \ \ \ \ \ _ D 448-351 P� ° v -� _ BA DONED -EXISTING Ul :D R4 RE5/DEhlTIAL I I \\\ \ \\ C - _ - ' \ �\ \� \ I \ x-/ 8H8 389.1 11 w SO�DEMOLISHED V� OBC066f52 /l I AAV A A v A �� I v I \� I w (TYPICAL R \ \ \ \ \ \ \\ / - z = Z < OR 659-JPO PLA / 1 V A \ �� V� 1 - - / w I \ \ / \ \ y1 \ x `4EC - - = o / I / 387.3 w U /N V V A / v I �— _- / W f / / / / / /BEITING PARCEL LINES TO I \ \ \ FEDERAL / \ \ \\ \ \ I X EXISTING 6" s - - O Z - - - - J J \ / / / VACATED (TYPICAL) \ DA BEf�AK / \ \ \ \ �16 —I \ \\ INU DATION / / \ \ \ SEWEF�LlNETOLOT ✓ �1 I o EXISTINGTR€ES TO BE I I BE REPLACER U) \ ' \ REMOVED (TYPICAL) \ Z NE -\ I I I WITH NEW 8" SDR n/ R CO T\ GIB) 135 PVQ SEWER TMP -1 IMP 61A-3 \ I I \ I IMP 61A-13 - / CITY OF CHARLO a LOCHLYN HILL / �I V A \ 1 V I - -� a I \ G EXISTI C�, MEADOWCREEK 700 LLC PARCEL A, PEN PARK W DEVELOPMENT GROUP / I I I \ \ \ AN SW� I I \ I �INGLE FAY. RES USE- PUBLIC GOLF COURSE l J DB 507-427, 432 PLAT �9CANi1ZE�LAND- / \ \ )7-4 RESIDENTIAL � � /TMP AO-06 1B-000AO / /l / R4 RESIDENTIAL / I I I RIM N1H=390.40 _ _ _ _ I I DB 3487-145 / LOCH N HILL�E<ELOPMENT/ _ / / / / DB 4839 390 / I _ INV. IN-376.40' \ - / � / I � 1 1 \ _ . - LOT 10 \ D 448-351 PLAT - y GLOP LLC A / / / / �7/ / / i / \ \ \ \DRIDPNV.VOUT=376.30' SAN TAORY S W / \ 3s1.a — L YA_H/L OPEN SPACE 1 B A /� / / / B. 4416 PG. 197, 243 EAT) / / / / / / / - - - - ' - I o / / — / I \ \ \ �X MH AL_& V IRF / / Q 3 bPSTRE a 125:0� ° 3841 N w/ _135.8 w3„W62315 ,400 � � � - � - - _ N 4 w \ /CITY OWNERS o sv� [�JJ�_�_. _ ]OB NO. � 362.2� - - - °N° —svo —sue ems" -OF SANITARY - FOR DEDICATION) o sue/ —sue PLAT G'URRENTLY UN 112062 l6 //// / / / / i / —sd° °>-sd° -- - - - �— SEWER BEGINS -- y - - ^�`/ / e CODAMN AREA /// / `r�/� i �� \ N ��7 — A S A / — SCALE ,- a a \ �THERLA _ — --OPEN SPACE 2 / / \ sd� — � \---(53.5' RA = 9 _ 1' =30' • — _ R � � / M MH �89.85 I � s / � — e° °• '" \ sd� �" \� � a .. — — — AN XISTSWR 5 B„ I 2 F�C I 38J6 SHEET NO. a 3 _ — — — — — — — — 390 ' �' R Tw R N RE 3 / RT 1481 EAST- , Q k Q• ET AREA OF VID \ \ k k 1 STD& OVERLAY \ \ \ k k PROPOSED VDOT \ CG-9DTRANCE I \ \ \ kl IRF FNpgRk 2 I DENSE TREES lg y �R� p �� FAST -YvHj� PROPOSED O Q OPEN SPACE.• o s/G\ TFiys/O CG-9D ENTRA E TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 251.) = 1.125 AC 1 IR yr0/ N TOTAL OPEN SPACE PROPOSED: = 1.175 ACRES (26.17) r0 IRF STq \ OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY DEDICATED TO THE HOA WI TH THE RECORDA TION OF THE /NT FIR1A CO POS C. DDE , SUBDIVISION PL SPACE _ t \�?/<�/Ty A = 0OPEN SPA OOIRF 4�tiF OP PACE C 0.055 AC I �_ �, ROPOSED PEN - DE� �ti I STOP SIGN SPACE E = 0.042 AC BUILDING AND FIRE/RESCUE NOTES: 1. 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. 4. 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. 5. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS. 6. ALL HOMES SHALL BE ADDRESSED ON THE PUBLIC ROADS WHICH THEY FRONT. NO HOMES SHALL BEAR ALLEYWAY ADDRESSES. LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 6,664 4,058 2 6,323 4,007 3 6,470 3984 4 6,311 4042 5 7,401 4740 6 7,109 4,340 7 7,416 4,661 8 6,580 4,080 9 6,026 3,828 10 6,805 4,462 11 6,694 4270 12 4,910 3,198 13 2,215 1,353 14 1,790 1,237 15 1,747 1,197 16 1,725 1,175 17 1,720 1,169 18 2,188 1,223 19 2,463 1,448 20 2,515 1,489 21 5,968 3,675 22 6,412 4,091 No. 35791 2/1/21�� ZONAL E��l F- z w O z f a o ° i/) U U) vJ U � z Z Lu Co _ o U O o a W °' w z `" w VJ cn w `� W Z RWa I DECK r� I NO PARKING T SPACE = 1.175 AC m h\ TOTALS: 107,452 67,727 Cd I SIGNS RWa�t / i L� `i (TYPICAL) Total Lot Acreage: 2.467 \ GRAPHIC SCALE P / \ PROPOSED ROW DEDICATION AREA u 30 0 15 30 60 120 PROPOSED\ ILOT22 // / GG-12 (TYP.) SR 4 PROPOSED i 2 R U \ ( IN FEET ) I / 3 EXISTING S EET 1 inch = 30 ft. STREET SIGN O N TREES TOR AIN m � z S F PROPOSED 6' PLANTING STRIP TO BE \ \ - -1o' MIN. BLDG ; / i LOT21 Q i QONT \ INCREASED TO 15.5' IN THIS LOCATION � N I - SEPARATION =oQ % �q TO ALLOW FOR THE (3) EXISTING _ N 82°40'15" (TYPIC,AL) // STREET TREES TO REMAIN NEW _ z O W ��5.13' \ Fv� ��i / 8o'S/ \ SIDEWALK AND PLANTING STRIP TO BE "//�/ PFNs \ .60' / - ; / O= om i LOT20 INCLUDED IN ROW DEDICATION AREA. 1 L - w 0,�,? qQ-e w W W W \ \ \\`\ �1 w "LS W m -12' w W W W W .t- Qpw \ / // /O.'= �+ F ONSTREET _ " p E g9' - F�4 l , _` 1 / LOT19 m/��° FSp �� h�Q PARKING 5 N �6 62 \ . 60v w w °0$Sq�r�'9ce ' � 9' � N � n4j mF i < OFO �� : SS I �' SPACE (9'x18') Cl? l \ W w w RG \. O°� i k ° . (TYPICAL) I IRF,\..•Y p�ROPOSEI? \� 1 p /� .vNO �ARKNG � \ FCk�/ \�; �\ 00 O7 2 \ ySIGNITYP.) / N � r Z FqR / \ F IRF IRF =U i SFTBgC -- %SLOT 16,; .FR p� a z LO7 PROP05ED IN o z d �a o0 PROPOSED 3 % DEDICATION AREA 13 LOT1 ti! I c z I 6' PLANTING STRIP i / CG-2 CURB C �2 28• / O C LOT �4 c Q / Q. F k / qy� / / w .v (0.095ACRESJ z � c � i l i r Q� C To'/F / , 'y Li -1 i J d / LOT 2 A) Fj o, \�� �. BFM li9 q( �'' OFC d w m m I o 0 CL OPEN gPAC,j C , ? o W/ N -r r y Fc co. 40.0S6AGRESW W IRF zs' MAX:ERONT _yr / l -_ - l i LOT 3 0° Li� ti STREET SIGN B Ty FN k :y - ge MIDL BLDG r / r y !q� �� PROPOSED y FyOgTv v W w O SETBACK ! r __ r >M 7 / � � I � N I h SEPARATION'S i \/ O v w P i r l i / r - PROPOSED / J / NO PARKING, / /�� �' � 2' FC - \ II 6' PLANTING STRIP III Q O � (TYPICAL) , , 1 ( k / w m W / W r STOP -SIGN / ti/ SIGN TYP,. / w� 4• \ � / / ,-i \ ,9 \\ o �. --!-\` v ( 7/ 2\R S9p\ �2 ro ,/.\ \ -. \ •, \ I 501 / c l j r / y / O'er\\ , I / / \ o 05tTO 58' - 6 i PROPOSED �RS w w 1/ w - t OF VDOT �OCNL--.Bump/OUT- AREA `CG-12 (TYP.) B N Z / w \ 1 4 / FT S 26 ' / ' I BENCH MARK J ' COT4 / qck��, �`- �, / � \ \"'' \ IRON ROD J a STD. WP-2 MILL ° 161 ELEV.=396.24' z y r y�y / \ & OVERLAY LOT ZZ \ \ / L.L_ Z ° OCHLYN HILL DRIV •, E i PROPOSED ,� ./ �'1 / -�v "v ' V T STD. i54' RIW) � STREET: SIGN / / ,' / / I \ - C�'_qr� _ �2965 R-�QBLIC ROAD MAINTAINED BP WO-T- _ ------ 0 - i' ' / ' - ------------ �� (i / • ,' / ,' 3°'R ---- - - LOT 5L9 \ z5I B9u BUM 'OUT / / / 1 � - 114' ---- 3 qs \\ P PROPOSED 5' VDOT STD. --- ---- ° CONC. SIDEWALK CG-9D R r 0 ° \ 2 d n1SThN� w m W w ''96,F Q _ 6r a W W W •Y W W W •Y W W -e \ST \\ i i� \\ W / II oc / "� �. W W W W W W W W W •Y W W W ° T O \ / , _ \ W r 1 I „ 2 O. 6' LA ING STR O/ \\�� y' / LOT 6 VDOT ST o U 3• W W W W W W •_9 N\ \ •` Q� s`-% i / i'/ _ _. _. - �\ / i W 11 LOT.11 I III Vi I CG-9D a 21 \9O PROPOSED pW w W W W W W W w W W m CG-6•CURB' �' W W \ ,' \\ / 1 W W I_ -- --- / d \ y - . - _ 32 ONST EET ° s •° `� / I w _-123' ---1 � .'I E WM W W W W W W W W W W W W W W W W W W w W°- \ \'\\ \\ ' 1%9 / W _--. I $IOI1 :. �. PARKING W -° \ / ^w W W w W W W W W W •Y W W W W W W 9 QNST,REET�, ,� W I .I 1. ACES( 'x20') z ° _ (, � W w W W w W W W w W W w W W •Y w SPACE PARKING \ �_ : �`P'`\ \\ /. ,,,.'� OPEN SPACED �,. W I II _ II _ I I (TYPICAL) � Z JPA�E(9VXZB)\ ,y�� ./,r,'�� 0. 063 ACRES "-I w W w I II I ` I , U) J (TYPICAL) /,c\ LOT 10 N I H = U • '• / •, �\ �•• 1o'MIN.BLDG Z �9Zh W � LOT7 SEPARATION mwON PROPOSED 5' 153 (TYPICAL) N ARKING GONC SIDEWALK Y�un ° LOCHLYNHILL OPEN -SPACER z _ -.-.. E ub I nl I ICAL) PARK - CURRENTLY W ,W W W W W w W W0.929 ACRES W w W W W W Y w W Y I_..------1201 lmf �5 U) / UNDER CONSTRUCTION W w W W W w W W W W W W w W W NO PAf2KINf, W \ I W W I A I BUMP U a - /i\ / -' / / / ,,° A v W w WW WW ww �We WW Ww WW Wv WW WW WW WW WW Ww WW WW ww WW WW Ww WW Wv wW WW WW Wv WW Ww WW WW w•Y WW WW Ww WW Wv ww WSIGNS w • •••.� . II PROPOSED 5' m ' IW LOT9(TV+pICAL) W CONC. SIDEWALKLn AREA OFVDOT m STD. NP_2MILLLOTSPROPOSED NLL STOP \/ ' ° l / , ,° � /// "' ,' W W �w W- -' WW W WW W ww J• WW W WW W wW W WW W WW W WW W ww J• WW W WW W wW W WW W WW W WW W ww J• WW W WW W wW W WW W mW W w :.. q °III II d �v�°�z , I -< I I°•�'° �-�.. �z, yn&OVERLAY STOPSIGN TIE4N TOTHE JMPOUT 7-- ° _ I •..•p.d' - QrVn s EXISTINGi--------------- - 125.�° SIDEWALK* ------ � ° �/ W W w W W •Y W W •Y W W W W W W •Y W W W W W W lY QC"43'33P W W J 8V YJ JJ fi23.1N' N G d •. ° ° 135.82 w E w W W W W W W W W W W W W W W W W W W $ 1 O w U ° VDOLn 00 T _ __ W g 4' 6.8� 362.26 &OVERLAY A VDOT STD. - - - - - - - - - J06 No. ° --- - ll %/ // EXISTING - n-- CG 9D m o - STOP SIGN _ 112062 ° // = I OPENMOSPACRE /� _ _- - - STOP SIGN , a SCALE . / t C = ° -� I • • • ° ad - ___ • • - a • e • , e a ^ _ ° .;. ---- -- - ----------- _ _ - •- �. I 'a DNS 7Rf SHEET NO. _ a d a _ _ I I I 4 _ d I I \ _ W \ w \ e9 Rrk 2831-503 NOTE: EXISTING SANITARY LATERALS SHALL BE ABANDONED. PROPOSED Rivanna Water & Sewer Authority (RWSA) PEN -- W w 603 (PLAT) LOTS SHALL UTILIZE NEW SANITARY SEWER LATERALS AS SHOWN ON General Water & Sanitary Sewer Notes rc) LANEEAST \ 1. All materials and methods of construction shall comply with the latest version of the General ° RT 14w k THIS SHEET.Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authorit on Janua 15, 1998, exce t as modified below. Y ry P2. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A reconstruction conference with RWSA is re uired rior to the start of P q P U No. 35791 work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 1p, 2/1/21 c4 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business 1 ' 1 I W } days prior to the start of construction. SSIONAL EZyG 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 I I \W \ } conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 1 I TMP 61AO-06- lA-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 I COLLEEN PATRICIA GILLIS W \ ° k made to the system. I I ZONING: R-4 TMP 48B-1 7. The location of existing utilities as shown on the plans is from data available at the time of 1 \ ° / I I I 1 I USE SFD UNIT IRF CITY OF CHARLOTTESVILLE design and is not necessarily complete or accurate. The Contractor shall be responsible I I D.B. 45119 PG.673 W EXISTING 10" ACS I. PARCEL A, PEN PARK for the verification of the location, size and depth of all existing utilities, both surface and ° I I WATERLINE DB 507-427, 432 PLAT subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect e PUBLIC GOLF COURSE all utilities and structures from damage at all times, whether shown on the plans or not. 1n F- B' w Damage to any existing utilities shall be repaired by the Contractor to the original condition z _ I� ' I p �1 I at no additional cost to the Owner. zLu I _ I 1 I 2 DENSE TREES /9 \ w \� �Yh yj0 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement o IMP 61A0-06-1A-00200 \ without special written permission from RWSA. No grading or filling shall be permitted in a � U W \ EXISTING LA L TO 4 I 1 the RWSA easement unless permitted otherwise by RWSA in writing. 1 I EARL CHANDLER PARKER \ REMAIN TO SERVE LOT 22 - c) — 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission {n Co z r 1 I LINDA MARIE PARKER R W \ METER TO BE SHIFTED W > I and RWSA approval of the blasting plan. Ground monitoring during blasting and a o (n p r ZONING R-4 RF \ t� I \ OUT OF SIDEWALK O z I I, 1 USE: SFD UNIT \ W pre -blast survey may be required. For blasting within 100 feet of any operative RWSA O a W C� 1 I ^I \ sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may E I I = 1 I D.B. 4819 also require certification from a licensed professional engineer stating that the proposed j z o blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall `" U) be repaired by the Contractor to the original condition at no additional cost to the Owner. j 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 AND LATERAL TO REMAIN o W, Aq for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone W -1 o hir '-TO SERVE LOT 21 RAIS MH TO 419.6' \� r 3 DEC' h \� iDFpC NF to the spring line of the existing pipe. IMP 61AO-06- IA-00300 RWA e �ry W \ 4 o l �Lq� 11. New water main installations shall be tested, chlorinated, flushed and water samples I y> pp y /p, EXISTING WATER MET approved prior to making any permanent connection to the public water system. Approved I 1 Z 1 HENRY C CHA/KLIN & DECK r ss Gels �Ty Qj AND LATERAL TO REMAIN methods of fillip and flushing new water mains will be required to prevent an I� I h �\ ,� c ., 9 9 q P Y 1 KATHERINE LOUISE PECK p ti W S� ° USFJ p/� OB TO SERVE LOT 20 contamination of the public waters stem. I 1 I I RWAgC / �b ,i P Y 1 ZONING. R-4 o I / • - 12. All easements for new RWSA facilities shall be recorded nor to placing the new facilities I 11 1 I USE SFD UNIT ti i R wB G EXISTING WATER METER P P 9 I ---" � \ � � i I into service. I 1 II D.B. 4794, PG.131 _ \ / / ' W 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 I YDRANT ASSEMBLY TO building overhangs, retaining walls, footers for any structure, drainage structures, etc. N PROPOSED'" WATER 14. Trees are not permitted in the RWSA easement. \ / / , CLEAN / PROPOSED SANITARY LOT22 / ' W I� METER & LATERAL TYP. o _ 1 I d OUT \ SEWER LATERAL i w LOTS 19, 18, 16) GRAPHIC SCALE' � N TMP 61A0-06-1A-00400 \ \ ' F/ EXISS�ING 8" \ \ / IR �, CONNECT LATERAL TO M / SANITARY SEWER / W � '- 30 0 15 30 60 120 ^ N / / y / \� EXISTING 10"ACSA MICHAEL CORBETT \ �\ L ' • i / / LOT21 ° WATERLINE MICHELLE CORBETT \ \ i EXISTING 8' / i 1 I ZONING. R-4 —SANITARY SEWER i W I 1 1 I USE: SFD UNIT "I \ \ \ \ \ / / / / °%Q i \� EXISTING WATER METERS ( h FEET ) ® I I D.B. 48��G4CT _ — N \ i2� \ \ \ \ AND LATERALS TO REMAIN inch = 30 ft. I 1 \ 82`40'15" w 105 I \ ,i / RAISE RIM TO 412.4' ` i ��g�� R W TO SERVE LOT 15, 14, 13 INV. IN 8" DIP=400.)i Q y� ; '\ '//'�/ I � � "�_,�--�_- __ j w w w w w w ��w \:✓\ / INV. IN-8!'TC_P (W)=39$�5' / fv i LOT 20 •� \� S6?'// 12 INV. OUT 8" �C 98.2' L \ 11 1 I Cl w3g"L$ E g9 r. ` w w w �. w \. Q i LOT 19, / F S02 Cp W \ W ti \��W w w Y J j//'Q l(•F / °l g Jil • \ \ � / `y�' C6 IMP 61A0 O6 1A-00500 IRF y / LOj`// HOLLY NELSON DAMS ZONINGR-4 /LO %17 USE SFD UNIT w \W RIRF D.B. 4737, PG.581 LOT1�,/ EISG8TC y o \a � N \ SANITARY SEWERL' t-1 o z 3 a NO I 1 I LOT 1 EXIb{TING120' ACSA SANITA ' /P\ \ W\ C c o 13 I I / SFW�R/�ASEMENT CREATED \\ / \ / r LOT`1 WITH LOCHLYN PHASES II&III LOT-13 w w ® TIE- N 6" DI WATER LINE v i LOT 2 S(ITH PLAN AMENDMENT #3 n/ cF .� T Bco n II Mg 9� <<c { w \ w w \ \ \ TO STING 10" ACSA WATERLIN w o \\ ATgiy ) f \v w w w WIT 0"x6" T.S.&V. & 45° BEND 111 TMP 61AO-06-1A-00600 - l __ l Fp /-L------ - - r i > \ ', eY w,y w w -w--• � IRF DEP✓SF LRFFS VAN DER VOORT THOMAS L JR LOT 3 T 1 I I - �- --___ / i RAISE RIM OR JOAN L HORN n i" l r ZONING: R-4 P i i `' i PIA0P09ED 8" C1 52 DI NY. IN 3" CIP (NW) 392.4' - INV. IN 3" CIP NE =393.8 // WA, ERLINE �v n o i r w w -- --- ` USE SFD UNIT / f , _ / r ;.,, -_- � I I I I D.B. 4619, PG.485 5,} TO -- - ----------/ --=- ( y\ •\ / �501 _-_- 'y / INV. IN 8 TCP-390 8 I I i ocH� L INV. OUT 8" TCP=390.7' /,'m\\Y %� j �', 'i y i % \\ 3 BENCH MARK 14 II r ®®_®_ _® E ANE / e = --- / i LOT 4 / z i 8 \\ \ \ I I IRON ROD ELEV.=396.24 LOCHLY / LOT12 \\ I HILL DRIVE — EX. MH-B ---- --\ I - 3 E'liaucI /`n/ / V / w 1 __ - ------------ — / LOTS ,z _ _- _ — 5„ W \ \ \ \ • / \ r i — _ -- METER & LAT RA T /< ,' > .. RAISE -RIM TO 40510' LATERA OP73SED 10' PRIVATESAINI-fA ( >_ a I R SEWER LATERAL EASEM \ NV. N 4" PVC NE 398. ' II I o m \ N\ & R 1g 12 : INV. IN 3 CIP (NW)=397.8' I m o \ 6 QG w w w ANp TIE INTQ EXI$TINCw w w w \ ,' .•4' I D.I�WAT�RLIQIE W1�H w w w w w V OUT 6 Y /' IN "TCP 397.6' �y m PROPOSED 8;; D.I.P,, w w w w w w \\ w \ / i/ LOT 6 LOT 11 / +� w w w w w w w w \\ w w / I \ �VATFQRLII PROPOSED 6" CL. 52 DI WATERLINE I ' ..1., \ \�/' / n _ Nam\ 'a{\ :: I' 1 i--- J � 21 / i \ EXISTING 8" SDR 26 PVC ------ SANITARY- o w w w w w w w w w w w w w w w\\ w w \\ a SEWER y %k I— // 1 I w w W w w w w w w w w w w w w w w w \ •�\ W I 1 C) yr�l 1 EXISTING6" TCP -- i N • I � C wPROPOSCD FIRE HXDRAWT .p w w \\ w w� y `� t`.:. � - a' I ASSEMBLY, \ w\ w i' \` Y w / • �� i I \ ' \ \ "�� \` iw /�1 � I SANITARY SEWER I I ((� K \ \ ,qqwpp TO BE UPGRADED w w w w w w w w w w w w w {� w w 6" �VV' w \W w`\\ w \ *� \ J kNG ;w A SA SANITARY \` "\�, I v I 1 1 TO 8" SDR 35 PVC II I /• i I/ w .(. w w w w w w w w w w w w y'X4" fZEDgCER,,, ,I. \w w\ \ ,T G J \ \ ,y y SEWS* l3,EA\SEMENT TO BE w. vv it i `%I iw I i II LOT 1Q N \ \ ABANDONED LOT7 i ` i PROPOSED SANITARY PROP O E FIRE • / �, w w' • I ASSEM LY TYP.) SEWER LATERAL I 90° BEN w\\ W \.b\ _ - EX MH-28A 1 %T ROPOSErn1 4" CL. 53 DI \ \ I I -- _ — - I , g" G.V. ' •�° ' f / / LOCHL YN HILL ',w w w w w w w w w w w w w w w 5 w w w\ w w Jr £ 'A_ _ ` .0 1 �t a WATERLINEw w` w w \ \ \, \\\ \\\ - �� '- -��,I `\I w II `` .. --r ---. PARK - CURRENTLY ; _ ---- RIM f�H=390.40` Y w w w W w W w w w W w w W w w w W w w W w w\ W W \ \ \ UNDER CONSTRUCTION \ `� `%� •/ / // - w: w w w w w w w w w w w w w w w w w w w w w` w w \ •\ ACSA OWNED EX`(Y1H28P. `\ w w `� 1 I 7 I I 1 INV. tN 376.40 , 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 w ACSA dWNED SAN TAI�Y wl w. I / \ DROP INV. IN=382.40`', A0-06 /IB-000AO w w w w w w w w w w w w w w w w w w w V\ w SEWER UPSTREAM OF EXN1F12SA w I LOT / — II INV. OUT=376.30' , / LOCH N Hl DL VELOPMENI `I' `I' `I' w w w w w w w w w w w w w w w w PROPOSED 20' w �\ `I' \ \I I\ I �d w I I, / GR UP LLC _ W W w w w w w w W w w w w w w w w DRAINAGE EASEMENTw w w LOTS LO LYN YLL 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 I wl `w PROPOSEb 447'6, PG. 197, 243 (PLAT) % 4 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 \\� 90° BEND { -------------------- & BLOW OFF ASSEMBLY I IRF 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 W w \w / / ------1----------- -125------ - - 5 p \ ..07 • RK43?350 W fi23. %/ w'NJ 11 135.82 „ • � 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 w w w w w � RLOTTESVILLE °4 362.26' — —�— ----DOOWNED SANITARa�SEWER -� —„—„ awNsTREAM OF EX MH28A (pLgT CURRENTLY UNDE FOR DEDICATION) _I„_ —m —�---- -T. COMMON AREA -- -STREET — — OPEN SPACE 2 �_�_ _ _ r 535' R W� — �._ 53. � �.„— T— M MH-389.85' 94 „�p -$I�i9 ,a 112-375. 4 PARCEL A, PEN PARK ISE PUBLIC GOLF COURSE DB 507-427, 432 PLAT 1 � z r Q 0 ° W N � �° Q W > o w J J Z Q z z° ` - > U)a Q° LLl ~ > 0L9 ` o r-r O = O LU Of Z J Q J� `- Q = I --I ` o W_ U � �a r Y J o ` _ Ul Z O ` Z z w w Z Z w U w LU O N z N LL J J o J U) o � a J Wa 0 a U x Ur L y 0 N y Lu I W N E U a L °o JOB No. 112062 0 y ° SCALE 1 11=30' ° ` 0 SHEET NO. a 5 ° ° w \ \ \ 2831 503 \ \ - PEN P4W, L4NE EAST \ w ,,w a k q, \ D 603 (PLAT) VOLUME ANALYSIS: V o RT 1481 �w w \v ( xr CUT: 390 CY \ w FILL: 35,977 CY 1.15 FACTOR APPLIED 442 / 1 + I ' / \ / w I / x \ \ \ \ - / NET: 35,587 CY FILL 446.2 o � 423.3 Ems` \ \ / 232 42J 4 ' vI TMP 61AO-06-1A-00100 ;.I• �� �O� \�i\ / �x HAIGHT MICHAEL ROBERT & COLLEEN PATRICIA GILLIS/ o k v I 1 ZONING: R-4 23 Op. \ TMP 48B-1 1 I I 1 USE: SFD UNIT RF 'w ' I I , D.B. 45119 PG.673 �- ; w V CITY OF 7EVILLE CAPE ARK PARCEL A, PEN PARK Q4 - 56 DB 507-427, 432 PLAT e j I _-- ,I �2'\\, j \ \ PUBLIC GOLF COURSE 442 I I _ j 232B F IS w 'V 231 — I I J j0 DENSE II 9 _ �458 V A w v�.24x00 \ \i v 1 IMP 61A0-06 lA 00200 - _1_ - I EARL CHANDLER PARKER LINDA MARIE PARKER \ a' o I I vv I ZONING R-4 i ,' i ,i vv vv IR 1 USE SFD UNIT 4197 1 11= 1 1 D.B. 4819 230 oo 419.2 I 1 I TMP 61AO-06-1A-00390/ i \ \ RW I 1 Z 1 HENRY_C-CHAIKZIN & --KA%HERINE LOUISE PECK \- ZONING. R-4 0�' ,/ \p �e��9 GRAPHIC SCALE 1 I 1 USE, SFD UNIT i — "— i i %, i �� R w> x 41B �G --- \ 1 1 -T" 1 / / /' /f /' �� ,\ / 42 \ 30 0 15 30 60 1 I D.B. 4794, PG 131 - ; // i 22800 \ 6 \ \ ° ; / PIG yL0 o / SLOPES TY— ( IN FEET ) 1 / EXISTING MA \ CLEAN T 22 / w OUT l I F' \ 1 inch = 30 It, TMP 61AO-0 1A-00400 n'� IR 1 1 I MICHELLE CORBETT MICHAEL CORBETT V �v/� 1 \ . _ - ZONING.' R-4 \ \ le 1 1 1 USE' SFD UNIT 1 1 ----- 82 4 ' \ \ / r 418 I D8. 4854 �G3rr N 5 W 10 '�' / / �/ 0 5. 1,3L 240 / 22� °'12 -- LOT S6 a ° 11 I II HOLLY NELSON DAVIS005 IMP 61A0-O6-1A-00500 \ \ j' 1 IRF —�� -- /� /// TOP=413.0 / �•[ \\ -- / / ZONING: R-4 -/ v 0° a o I 1 5 W vW 4 I236/ 1 / w �8% 3 USE: SFD UNIT 7 .� , _ F IRF IRF / / / C'] \1 D.B. 4737, PG.581 — _— / `, � � , �� � �. � � I 1 I /, v,414 //. �`v F 1 � � ` � /� z i 20, LOT Z -' o / 1 238 LOTZ , /.. , /.. / / w/ , / \ 18"ADS \ _ _ / 41 - _ TMP 61A0-06-1A-00600 l '/.� / Oo -- 4 :Ail/ I I I , \, i � 8 DRAIN BASIN W / � 1 / D NSE 7R �S I_ II VAN DER WORT THOMAS L JR �I -- - LOT 3 y OR JOAN L HORN ' `� i � l i N ,�0 , � � •.? � _ w' �, 10 � ZONING: R 4 ' I USE- SFD UNIT - ' / D.B. 4619, PG485 I - _ G 1 \ I 0 BEN H 14 I �- =�_®® �ocH _ --- LOT 4 \ 234 - --- \\ _' \ \ I / ,%RON,ROD ' 6 208 - I 11 - ' ` / 7 EL6V..=3r96:24', LOT 12 \ — V/ ' vv 9+00 / FELL DRIVE \SI N/\ '/ �i}����„ LC��� _ -�. - �� -'. • ;� ' -..... 1/ 0� +0� 0 � V` %�, ° - •/ // . i /�'� `v./ /•.. "v ' I I /L�.-OT S• �V'�`��D� 4 2 0 _ _ 8-8-3- RIA vi O i / \ / I DRAIN BASIN \I / I. \ \ \ \ 18" ADS �, `..• "" e \ 4�' / / - -' 204 w \ I \ - \ `\ � : : W r l 1 1. I' r� / I l / l ll 387.7 '_ / � '' / ,i W W 'W W W W W / W / W -. , � • \ �/ � / � �•� I ! I TOP=400.5'DRAIN BASIN N 400 ca �, f r / / l 1 I �g\.� e• , / / �_ / \ \I , / L T6 \..\\ \ \\ 1 \ 1 T1 TOP a00.5 I w / 1 // ° • .� "° /"JJ r 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 �Y W 7\ � °•• /\\ /I_ /./ / ^� / �`�\ \ \ \ `.n� \\\i i III ��\'I \ I _ �I 21 // i \ , \/ \/ \ YDD LO 1 a/ \ y - % W W W W, W W �' W W W W W / W \\ W ' %� ' 181, ADS •(�3 5 C Y \ 'I 395.1 - / 9.. 396.5 ,I I v 4 vii I v. '-y::II ��L,. _INV / / a , W W W W W W_-W W W W W W W W/ W\ / W y\ , - li•\j+. 1\ W IN _ _ \ /.� • - / / ,/ /� ,/ \, / /. .\ \. DRAIN BASIN TOOO.O255 \ �a'a =.." _ O ail _ \ -r , � / � x / . i II % �W W �Y W, W ,/W W W W W % W W , W W / W , \ W k• \ _ :. t '�.\ P-a. �j ,\ .� � _--_. - •C _ � • Il / + u- / W /W W / W / W ,� W W W W W W W W / W W/ W W I A W h I I VA �Y I J •pr /;• / / '! /''/ / �/! W W /W ' W ' W •% W W W W W W W W/ W �Y W l\ l \ �. '' I � \, \\ \ � \ � � \ \\ .y / , l I I389.1I / /' / /' / W/ /'W / W''/W W W W W Zp W W V7 \W W \' W, I % '1 \\ \\.\ ✓�i\\ \\ \\ '\?' 1 i iI' I I I \ • /+ // / / /� -', / / / / / /'-- --- __ W W _W__ W W /W W \W .y\/ -1` \\ 1 \ `'\ X\ \ � -�\\. \ \... �i II\v\ IIW 2'14 \ LOT10 .ay /. W W W W W W W,W W W W W W-W W-W W W W W W W W /l \W Il /rW\ I \ £\ \\ \ ' EEDERAL. \11 \ I / A LOT7 I W W -- W---W W ' W W W \.DAM BREAK- \\� .I . \\ \\ INUNDATION - /b ,/W W/ AW I•b\� �\ V I \\ A, Z E I '- ]•v �� A' 1 � _ —.. •. s Il" l I LO}%T/LYN IW- LL / ,' W ,O= W- / W W W W/ W W W W W W W W W W W , W \ WI A �N Abl fi _ _ / ,/ W, W W' W W/ W W/ W W W W W W W W W W W W W V A\ �R COUNTY GS� _.� _��.�. I A� 1 IW A ' p--V-"_� IS� / / TI PARK-CllRRE TLV,� ,' , ter'" ,� � .•: ,, \� \ \ \ —.. � � ,i � I I ,� V—'-.. —_39 \/ . •\ -°W:':'WIWi \J} W\\'. YO Ir \\.\. \ {� I\I I 1.. 1-_____-- / ujvL)W' W W W W W W W W W W W W yo' W W ,/W W\ W 4Y •.. .. \ \\� ± ...—' / v r\ 1yq r _, __ l I CITY OF ERCON !' l I — l - L/ - \! 1 p 1 t I TIE PROPOSED DRAINAGE INTO -.m_ \ i - - - m % l I PARCEL A, PEN PAR I I EXISTING STRUCTURE EX 58- / // W. 11 I '_r 244 I USE PUBLIC GOLF COU 73 7MP AO-06-18-000AO , // y 1 W w, W W/ W /'W W W W W W -9 - W W W W W W W W \\ W i\ I TIEPROPOSED STRUCTURE NURE EX 60211 W I i LOT DB 507-427, 432 PLA /DL VEL OPMENT' �_ J / ,'' ' >° �•'� "k W .W I %� l �� W W W W W W , 4; W W W W W W W IC W' W / W I Ohl \ 1\ \ \ `1_ GR UP LLC / i W W W' /W / W W W W W i'W W W W W W W W TLE' POSED W WI W I\ \1 _ - 7 VV W(J// l/ �+ i /' /' _ S ` I I \ I \ \F \ C j� - -------------- -blip • � / .. // LO LlN-OPEN-SPACE 18tA , j-- -. : "_,W� W�,` ,A. S / W W/' W W W W /' W W W W W W W W la1NAGEIN� / W 1 t \ -_..�-_ LOTB l 44�6, PG 197, 24L(1' w W 'W W /W W,' W W W W /' W W W W W W r--WW EXISTING SSRU R , i 202 96 p 1 '= -- -_ _ — \RF — = - i---- ---- 90 - �_ _ '' ' �/ ,_-- "...'W,' W /W ,'W /J• II II W W W W /'W W W �4• W W W W W W W ' /' 35.H2 „ + 416 / i ,' ��� \\ •Y' W/ W ,'W ,/'W W W W ,'W W Wes' W W W W W W --- — fi U _ o a Y' I 212• .. ;. 4 /, I a E 362.2 X 96 - m-N,- - - -m- -. - - - -m-.., _ - FOR DEDICATION) - - -" 4 6------- 16 � // UNDE a __ / EX 94 I- INSF NO. -�— —T COMMON AREA/ aid'' 41,0 _ �— T�r��rrQ�srR�e�- ---- 39�-I — — _ _ _T_._. —•— — — —"— —-____---- S I III I ' _ I 41-4.32 OPEN SPAC E 2 _ _�— — —� _- (5 RI — —6,-P638M . ° 4� I I I 390 No. 35791 2/1/21 ZONAL E10Gl U) z O z O w f /w VJ a u) � O U Z U M m z O U O I--1 o Lf)E a W (� w z W m F�1 w W Ce N N L9 M M N K 3836 � z ' Q L� a— 0 ° W N ° ILNQ z� o W J Z_ J Q W (D` J z ° _ > � Qo z� W L9 �1 O U I— LL ° 3 Q - I V N U a- v a U J z Y J F� o 2 Q Q ° I— z/ A V O D z z U' J z W w Z 2 z W U w Lu � _ I O N Z 1LLL F_ J J o J U o F_ Fa E w n � ; )SE T Q U X N L y OLu ° N C a W u N E U a JOB NO. 112062 0 ° SCALE 1 „=30' ° ` y C ° SHEET NO. a 6 N TYPICAL ROAD SECTIONS N TS NOTE: PROPOSED LANDSCAPING TO U PLIZE OUTER J, OF PLANTING STRIP R/W PER 3• CLEAR ZONE REQUIREMENT C/L RAY II'' CG-6 POINT OF CG-6 4' CONCRETE 3• CURB & GUTTER CURB &GUTTER 3• 4" CONCRETE FINISHED GRADE 2,A SIDEWALK CLEAR ZONES IICLEAR ZONEII SIDEWALK GROUND PX E\\ 4, I I 1 SURFACE T) M XIST. EXIST. GROUND 2$ 2$ 2$ 2-- 6' PLANTING• -S STRIP 1 6' PLANTING 4 VDOT 21A #• yBpT 4• T STRIP 4" VDOT 21A STONE BASE 2fA 2`1A� STONE BASE EXIST. GROUND 10 5 6 STONE BASE SUBBASE 6 5 10 EXIST. GROUND 91 91, 9 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) I 29'FIC-FIC 54' *NOTE: UUNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFICIC RIW ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD NOTE., TYPICAL NZ16!HBORH00P STREET SECTION (54' R%fY� TRAVEL LANES WITH PARKING ON ONE SIDE LOCHLYN HILL DRIVE CS-SSAR RESIDENTIAL & JfI.YED USE SUBDIVISION STREET DESIGN SPEED.• R6' .VPH ANDSCAPING TO UTILIZEP OUTER 3•ROPOSED LOF PLANTING STRIP R/W PER J' CLEAR ZONE REQUIREMENT C/L RAW CG-6 CG-6 POINT OF 4" CONCRETE 5• CURB &GUTTER FINISHED GRADE CURB &GUTTER p.� SIDEWALK �C'LEAR ZONEI EAR ZONE o,X SURFACE EXIST. GROUND 2$ 2Z 2% 2% EXIST. GROUND 6PLANTING STRIP 6' PLANTING 4" VDOT 2fA - woT 4• 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-FAC R. *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 NMr6!HB0RH0019 STREET 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'+ F 1, 2+ DOT 21A STONE BASE STANDARD CC-6 UNDER CURB & CHECKED CURB & GUTTER BY VDOT PRIOR TO PAVING NO SCALE AND/OR BACKFILLING. . � i K :YiY K K •YiY K K •YiY K K iYiL= �� 4" 21-A STONE BA CONCRETE SIDEWALK NO SCALE SURFACE COURSE INTERMEDIATE COURSE • i COMPACTED AGGREGATEr�'•il�.�•ily�••I�.�•ily� BASE COURSE, VDOT #21,4 •• • ••• • ••• • ••• • ••• OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED ASPHALTSUBGRADE ROADS NO SCALE • NUMPA" I TRIP GENERATION SCALE: 1" = 150' / e • o i a L .- / 0] OB I74 B, -- 72 I - _ Z"."� q e� B .\ 7. 6S4, 6" - ,,y �Bo e <B <, I I I � i Table 4: Pavement Design (VDOT Pavement Design Guide) o = VDOT #57, ROAD NOTES STO 0R BASE GRADING STONE BASE 1' 6" UNDER CURB. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARD CG-2 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL NO SCALE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE 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 In THE No. 35791 2/1/21�� ZONAL E��l zLU LU 2:f O z a O O /w u) U VJ U z ZTf] O U O o a Lr) w a � w w Vl L9 M M z N � z U 0 � J W o N Q Q ° Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Locblyn 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 1.5 2.25 BM-25 3 2.25 21A 5 0.6 13.13 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 RE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE Q 8. ADHERED T0. 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 OF 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. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY 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. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR STABILIZE A DRAINAGE CHANNEL. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS TRAFFIC CONTROL DEVICES. SHOWN ON THE ROAD PROFILES. 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. 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 / 10 EXIT) PM PEAK: 19 VPH (13 ENTER 16 EXIT) PRIVATE ACCESS EASEMENT C/L F/NSHEOGRADE a5"SM9.55 PRIVATE ACCESS EASEMENT EXIST. GROUND �j"M25BASE L5^21A STONE EXIST. GROUND �BEXIST. GROUND 3' TYPICAL PRIVATE ALLEY SECTION DESIGN SPEED LIMIT ROMPA NOT TO SCALE INSPECTIONS NOTES 1. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 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. EXIST. GROUND CG-a W 0 LU 0 J0o Zw J J_ Q z � ° ° _ > o � I w OL9 C 0 O LU 3: J z z� Q 2 = 0 a U W � ~ J LU I Y J U o w = J OE ~ z Q U OD I- 4 COD z !^ J ^ z w U I- w Ly O N Z ___I J C) o JU) o LL 1� wa 0 Wa a U x Ur s L O 0 O N ° ;= p w = D U °° a Ln JOB NO. 112062 0 y ° SCALE AS SHOWN o M SHEET NO. n 7 s CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING, HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS CUM WHEN REWIRED (CG-2 OR Cl IN LINEAR FEET) GENERAL NOTES' DETECTABLE WARNING SURFACE LAREA IN SOUME VARIES) 1. THE DETECTIBLE WARNING SHALL E PROVIDED BY TRUNCATED DOMES. EACH OF TIE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR W SUMMARIZED FOR EACH CUM CUT RAP. THEEREQUIREMENTSNSTACE� PRODUCTS OTFRTC2HDET4�WN OFHLPRSNOC-1ETCABLE 8M"RAMP 12-1 MM WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL BOOK SECTION FOR APPROVAL. \. 3. AOPING WES OF CURB RAMP WRY BE POURED MONOLITHDILLY WITH RAMP 61'- FLOOR OR BY USING PERMSSIBLE CONSTRUCTION d*NT WITH REQUIRED BARS. 4. IF RAMP FLOOR 5 PRECAST,HOLES MIST BE PROVIDED FOR DOWEL BARS SO 5 MAK THAT ST RAMIG FUMED 406 CM BE CART H MADE INTER PLACEMENT OF D PRECAST RN.P FLOW. PRECAST cpnatErE sxALL BE WMs A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOW, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%A''. \l�r K 6. CURB /LURR AND GUTTER SLOPE TRANSITIONS ACJALENT TO CURB RASPS 1 rAH� r ABLE INCLUDED IN PAYMENT FOR LURR / CURB AND GUTTER. 'MN � 5 tV=TYPE ). CWB RAMPS ME TO BE LOCATED AS SHOWN ON TIE RAPS W AS DIRECTED RC_CBY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER1M ACCESSIBLE ROUTE WITNN THE NIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CWU REGMOLOS OF WHETHER SIDEWALK IS EXISTING, PRW05ED,OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRCSSWLKS AS SOWN ON PLANS OR AS DRECTED BY THE ENGINEER, AND SHOULD NOT B BE LOCATED BEHIND VEHICLE STOP LEES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL ACOESSOLETELLEMENTSEOFIRA FACILITY Cµ TBE AAPPROANCHHED? CONNECTING ��v����������4 AND USED BY PEDESTRIANS. ;;�,rieeyM1 �����1��'.,n , 5. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ,U, 1 THE WRB OPENING IS PLACED WITHIN THE LNITS OF THE CROSSWALK AND THAT DE SLOPE AT THE CONNECTION OF THE CURB OPENING IS T 12'1 MA% ; m PERPENIICULM TO TIE CWB. S�MRM\ X •MTM1 9. TYPICAL CONCRETE MEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CO-13 COMMERCIAL ENTRANCE (HEAVY A' MN� AT X . 2" HIGHER THAN TRUCK TRAFO) FOR CONCRETE 011 EDGE OF PAVEMENT 10. WHEN CURB HARPS ME USED IN CONJUNCTION NTH A SHAPED USE PATH, AT XX . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL E THE WIDTH OF THE SHARED USE PATN It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIACC I. TYPE C A 4'x 4'LADING AREA SHALL E PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT CONIC INTO TIE TRAVELWAY. THIS 4' a 4' LANDING All MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME vs WRB AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE .1 -2.4- G-C l WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O -MODIFIED AS RECOMMENDED BY THE MAOFACTURER TO MATCH THE BACK OF CURB. III 00000 0000000 Ill R, 00000 0 0 0 0 0 0 0 -j LMOINC RAP + 0 0 000000000000 0 0 to o00000000000000 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65X OF ME DIAMETER TOP DIAMETER 0000000000000 O O DETECTABLE WARNING AT BACK 01 WRB "-16' I VARIABLE FUEL WIDTH OF RAAP FLOOR SEE NOTE 12. O BASE DMETER H DETECTABLE WARNING TRUNCATED DOME PAT uarcs INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL `VEJE7T SPECIFICATION ROAD AND BRIDGE sTANDMDS CG-12 DETECTABLE WARNING SURFACE rRE�FERENCE SHEET OF 5 REVISION DATE (GENERAL NOTES) 2030507/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 CG-90 WIDTH OF A WIDTH OF ENTRANCE d UI 115 E PEDESTRIAN ® - _ _i- ® LIMITS OF PEDESTRVN F EXPANSION JOIN AC SS ROUTE MESS ROUTE O NON -TRAVERSABLE .• UNPAVED SPACE UNPAVED SPACE EXISTING OR PROPOSED W m rc WIDTH OF SIDEWALK OR SIDEWALK SPACE . H�--------� CURB INCLUDED IN EXPANSION JOINT ENTRANCE CUTTER ri m MJ Sii E55 ROUTE RI NWTRAVERSMLE .' L CESS ROI i T 191 P. ,Low LINE W W PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ENTRANCE WIDTH ADDITIONAL RIGB-OF-WAY 15 REI ED F THE LIMITS T, P, DESIRABLE MINIMUM D' E PEESTNAN ACCESS ROUTE EXTEND BEYOND EXISTING EXPA M JOINT ABSOLUTE MINIMUM 12' DR PROPOSED VDOi RIGHT -OF W Imo=? .N EDGE OF PAVEMENT e ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM MO SLIP RESISTANT . 1• -1. , p PATH CONNECTING AL ILCE558LE ELEMENTS Of A HALF PLAN A FACILITY THAT CAN BE APPROACHED, ENTERED AM -i. I:. - I:. USED BY PEDESTRIANS. W IF PEDESTRIAN ACCESS ROUTES ® ME BEING PROVIDED,A MINIMUM 4- TRAVERSABLE WIDTHS REQUIRED WITH A MAX. 2Y. CROSS SLOPE. SECTIONOB-B WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR LG-T, THE CURB FACE ON THIS STANDARD MIND IS ADJUSTED TO MATCH g_p•1 UNPAVED SIDEWALK SPACE LE U CONFIGURATION. PMA80LIC THE MOUNTABLE CUM CONIWPATON. 'I---y A CURVE •e. s ® ® - -e• NORMAL WT TER ® ___ __ __________ W K -e- •°. '. e. WW1 o... a 9b 4•Ye. 4�eo eeeb 9bby4444b54',PYe AVID% i0 D% CHAVCE .a. n. .-. ... 1" AGGREGATE BASE CLAPS AS (.E.S.) CONIC. SECTION C-C TYPE 1512E 2•-n• 3' .- ®POINT OF GRRACE CHARGE X. 12X MAX.SLOPE FOR CURB AND CUTTER ONLV • -C. N x t2 X MINIMW INCREASE N SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK CURB AND GUTTER BUILT CONCURRENTLY x i x 3 % MMIMUM DECREASE IN SLOPE FOR FIRST KP INTERVAL ND B X MAXMA DECREASE FOR SUCCEEDING MINIMW 10' INTERVALS SECTION A -A eseiee SECTION D-D CG-tt GENERAL NOTES: 1. THE ETECIMLE WMNNG SHALL BE PROVIDED BY TRUNCATED DOES 2. DETECTABLE WANING TO E CLASS A-3 CONCRETE (CLASS A-4 F PIECASTI WITH SLIP RESLSfANT INTECVA SURFACE COVERWG THE FILL WIDTH Of THE RNP ROCK BY 2 FOOT IN LENGTH M THE CONNECTION OF PEDESTRIM TRAVEL- DINO TYPES OF MATERIAL NTN THE TRUNCATED DOMES ES DETECTA BLE W MAY WITH i APPROVAL 1 R77:� ARNRG BF RASED K 0 A O PE ENGINEER PER PEPERPENDICULAR J. SLOPING SIDES OF CURB RAP WY RE POURED MO4OLRHICALLY MIN RALP TYPE A ROCK OR BY l5NG RMSSAF CONSTRUCTION WITH REQUIRED BARS. 1. F RAMP FLOOR IS PRECASI HOLES MIDST BE PROVIDED FOR DOWEL BARS SO THAT F M T N MYER P MALT ADAWNC LM . RECS C NC CAS 0./RE F lCF a< PRECAST RASP ROW. PRECAST CONCRETE SHALL BC CLASS A -A. 5. REINED BARS IRE TO BE LOOK X -- PLACED fCDRTER TO CENTER FLING 1� WIN SIDES COVERNE FRNP FLOOR, AID -DEPTH OF RAP FLOOR, MINIMUM NAy S. CUM I CLUB AND TARTER SLACK TRMSITIp45 AWA T TO CLUB RASPS ME INCLUDED IN PAYMENT FOR CUM / CLFB AND GUTTER. TYPE B ). MINI Rii ME TO BE LOCATED AS "OWN ON THE PLANS GR M DIRECTED PARALLEL BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCOSBLE ROUTE WITNN THE RGNIT Of WAY OF A "WAY FACLUTY CROSSES A CUM REGARDLESS OF WHETHER SIDEWALK 6 EX5i NG, PROPOSED, W N%EJCSTENT .HEY MUST BE LOCATED NIMI PEDESTRIAN CROSSWALKS M SHOWN ON PLMS OR AS DIRECTED BY THE ENGMEER.RD SHOULD M07 E LOCATED BEHIND VEHICLE STOP LIES, ENLISTING LIGHT POES,FIRE HYWMTS.WOP METS,ETC. CCE59BLE MUTES PROVIDE A CONTINUOUS UNOBSTRI MO STABLE, FIRM AND SLIP RESISTANT PATH LCNECTING ALL i• A:CESSHE ELtWN7S OF A FCUrY THAT am BE APPROKNEO, ENTERED 5► X AND USED BY PEESTRWd. _ I. RAMPS MAY E RCEO ON RADIAL OR TANGENDAL SECTIONS PROVIDED VAT THE CLAIM OPTION IS RACED W THE OUTS OF THE OWOSSO" Al iI!+ AT 2" HIGHER THAN THAT TIE SLOPE Ai THE CONNECTION O THE CUB OPEIIAG IS EDGE' OF PAVENENi PERPENMC m to tHE MID AT XX ,SINE a TOP E CURB W. TYRC/L CONCRETE SIDE AK IS A" TIFON. WHEN THE ENTRANCE RA CAWDT TYPE C AIDEOMIODAN TIE lU 4 C REIXNREJENr5 OF MTKPAIED HEAVY TRUCK iRArD. REFBI To STANDARD a-U. CIX/EROAL ENTRANCE uOl PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE OEPM O, WHEN CURB RAMPS ME USED N CCWJI.NCTDN MTH A SNARED USE PATH, THE MINIMUM WIDTH YRNL N M NDTH OF THE SHARED USE PAIN 1.I'• - 2.4" TNND,LIFD DONE C-C O 0 o a o 0 o D o 0 0 0 O O O O O O O O O O O O O O + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b "M9 0000 o O 0o 000000 2 . - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.2- WX - 01 Of BASE OIRJETFA O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O.P . IT IH.� VN9MW r- BASC OMYETER I PAYLIIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 Of 4 CG-12 DETECTABLE WARNING SURFACE REV.7,05 GENERAL NOTES 20J.05 '.INCASE EPMTAENI OF TRANSPORTATION NOTES, 1. THE ITEM NAY BE PRECAST OR CAST IN PULE 2. CONCRETE TO BE CLASS A0 F CAST IN PLACE, NOT PSI IF PRECAST. 3. WRB HAVING ARADIUS OF 300 FEET OR LESS (ALONG FACE E CURB) WILL E PAD TO AS RADIAL CURB. 4. THE DEPTH OF CUM MAY BE REDUCED AS MUCH AS 3" Ill DEPTH) OR INCREASED AS MUCH AS W 121" DEPTH) IN DIRER THAT THE BOTTOM OF CURB GULL COINCIDE WITH THE TOP Of A COURSE OF THE PAVEMENT SUBSTRUCTWE. OTHERWISE THE DEPTH 5 TO E 18'' AS SHOWN. NO ACJS 9RT N THE PALE BO IS TO E MADE FOR A DECREASE OR AN INCREASE N DEPTH. CG-2 5 TO E USED ON ROADWAYS MEETING THE REOlRE1ENT5 FOR Cl AS SHOWN N IN T�SECTION OF ON BE URBAN STANDARDS. CG-B NOTES, 1. THIS ITEM MY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A7 IF CAST N PLACE, 4000 PS IF PRECAST. 3. COMMAMN CURB M GUTTER HIAVNG A RADIIA OF NO FEET OR LESS )ALONG FACE OF CURB) SHALL E PAD FOR AS RADIAL COMIWTION CLUB M GUTTER. 4. FOR IRE ROM 5TAORI ED OPEN-0RADED DRAYAGE LAYER THE BOTTOM OF THE CURB A GUTTER SSMM�AL�� RE CONSTRUCTED PARALLEL TO THE SLOW OF NW E COUH9ES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CFDENA FOR THE USE OF CG-8 IS BASED ON ROADWAY MMS ATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROM DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D, In rif D D IS • D • D • A D • D AL P O ° D AL ° D " CONCIRM BE THE RACTOl9 EHENE COMBINATION 6" CURB AND GUTTER ADS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 3 I A-g MAEIS TO BEM �" RK STREET APPROACH SALE SURFACING AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN GO PLASH R4I, C C I ------- - IRIDIUS TO BE AS / RADIAL COMBINATION SHOWN ON PLANS) CUM AND GRAFTER CC -II {DEER NOTE TI SIDEWALK I6„ )SEE NOTE 23 ---- FLOON NE gr, Is -3 !EXPANSION 'n "PH JOINT a JMT NOTE WIDTH "B" ill OR AS W MNNWE ROACWAY SHOWN ON TYPIGL SECTION. A� PLAN VIEW MANHNE ROADWAY MOPE IO PAPA C CURVE EDGE OF SOLLDER OR 8X WVf. D OPTIONAL. ROW lNE ROPE WINCE ® _ _ _ D M Ill ROADWAY - - - - -_-_ ---- ez MM. ® - _ _ _ D AWE CHANGE D A REASON DATE SHEET 1 Of 1 201.D.1 CFW GENERAL NOTES 1. WHEN CG-115 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DOGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROC DESIGN MNDAL.INCLUDING SIGHT DISTANCE REGUREMEMS. 2. WHEN THE ENTRANCE RID) CANNOT ACCOMMODATE THE TM" REQUREMENTG OF ANTICIPATED HEAVY TRUCK TRAFFIC. TIE DEPTH FOR SIDEWALK L CUM RAPS WRIWR THE UNITS OF THE RADISHOULO BE INXE,SED TO T.. 3. WHEN USED IN COWUNCTION WIN STANDARD all OR Cl THE CURB FAME ON THIS STANDARD 5 TO BE ADJUSTED TO MATCH THE MWMMLE CURS CONFIGURATION. 1. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLNE MAY REWIRE WADING OF A PORTION OF GUTTER TO PRECLUDE P MG OF WATER. ENTRANCE NOTES 8. PLAINS ARE TO INDICATE WHEN COSTRNCTON OF A ROW LINE 5 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS TIE ENTRANCE. 7. MAIHEINE PAVEMENT SHALL BE CONSTRUCTED TO THE I LINE (EXCEPT MY SUBGRCE STABILIZATION REWIRED FW MMNLNE PAVEMENT WHICH CAN BE (WITTED N THE ENTRANCE.) B. RACIAL CURE OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE Ill NNE EXCEPT FOR FiPLMFMEM PNRPGSES. 9. THE DESRAB AND MAXIMUM ENTRANCE GRACE CHANGES 5-1 COMMERCIAL ENTRANCE 0" ARE OSTEO IN THE ALLOWABLE ENTRACE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRACE CHANGE 'O'• DEBIRA3LE MAXIMUM HIGH I MORE THAN 1WO WD a 3X MEDIUMWO01500 VPD S!X /X LOW ES LS THAN NO NM969 BR �¢3A3 •\. M. `, NON- ALLOWABLE ENTRANCE GRADE TABLE 5 NOT •l•• ,4 •�• 'M' y NTL3CABLE TO STREET CONNECTORS aGRNDE� secnoN c-c `v= SPECFIOATICN 9PEOTOATIUN ROM AND BRIDE aTANGAME STANDARD ENTRANCE GUTTER REFERENCE REFERENDE STANDARD 6" CURB ROM AND MINE STANDARDS 5RE`IU'E"'G`N METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS SHEET 1 OF 1 REVISION GATE 502 502 WRGINA !DEPARTMENT OF TRANSPORTATION REVISOR GATE SHEET 1 OF i 502 AND COMMERCIAL ENTRANCES REF °'D 203.03 G7/15 VRCINIA DEPARTMENT OF TRANSPORTATION 201.01 VRGINA DEPARTMENT OF iRIISPORTATION 20310 ACSA GENERAL WATER & SEWER CONDITIONS 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.-800-552-7001). 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) A AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED I- COMPRESSOR x 31C MALE PIPE COUPLING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PLACE 5' CALVAN12EII ° WITNESS " POST WITH OR MPROVED EWAL CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. TYPE K 24 IN FINISHED GRADE saFr COPPER 2a'"VAN R" INITIAL BACKFILL FOR USE AL ATTACHED R DUAL FMILY RESDENKAI sFRM(Es OR DUAL RESIDENTIAL MIN MIN. MIN MIN. IN IN IN MD IRRIGATOR SERMCES C� 6" BEDDING Ld)cyE N 11 atl EE '-"'1=- #68 STONE o ' STABLE SOIL ROCK 11 ADJUSTABLE VALVE BOX W LID II / OI ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL DO u NOTE No SWEATED FlDINCS 2' STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF z N DUAL SERVICE R #68 STONE. E I- COMPRESSION x 31e WIDE PIPE CWPLND OR APPROVED EQUAL < I. TYPE -N- FOUNDATION IN POOR SOIL UNDER -CUT CONDITION $ TCDPPOR M.J. GATE VALVE FOR ME ON DETACHED S.C.REA FAMRr AL WHERE AN IRRIGATION METER Is T PROVIDED. METER Is xoT PRGVIDm. 4'MI INITIAL BACKFILL 4MI ----- UNSTABLE 8" 8- 8" 6" SINGLE SERVICE $CAL\ MIN O MIN - MIN MIN. #68 STONE NOTE: I) SADDLES SHALL BE USED W PVC PIPE. GRANULAR FILL ASOAST _ APPROVED BY ACSA- r. WATER LINE IRON UD �� � \ STA L OIL 0 OCKl A STABLE SOIL OR ROCK , FINISHED GRADE i 10'-15 I - LPMYANG METER ALL NOTE 2500 P.S.I. BALE t BOX IM2T ! 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. CONCRETE '.8 4 2'X 2' BEARING AREA. THRUST BLOCK WTIET) 3e• MUM. cawDSErTER 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED d a. Ire BEND COUPLING aS, 1 ABOVE THE INITIAL BACKFILL. - -I 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. �4 '. n - A METER 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED < a IN THE TRENCH. CORPORATION STOP 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. NNOiEICLEssAMY NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL SERVICE LATERAL INSTALLATION DUCTILE IRON WATER TYPICAL GATE VALVE (5/8" & 1" METERS) PIPE INSTALLATION & BEDDING NTS INITS FIG.TW-2 FIG- Al FIG. W-6A TD-2 TD-9 TD-10 COVER LIFT NOTCH 12 3/8" WA" CAST IRON LID 9 ncTES: (I) A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/811-1" METERS) NITS FIG. W-7 TD-13 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 1� I I�SD 5' 111 ._. 1 1 1 5' 1 1 F WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM N SEE PART 3, PARAGRAPH ➢U SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS 6' MIN 7 pn8 NTS FIG. W-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' 2500 P.S.I. CONST Cl • N'• BASE AND THRU BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED 00WHEN A HYDRANT IS LOCATED IN A FILL, IN AMITY TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 6" GATE VALVE RESTRAINED JOINT F17TNGS X 5" 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 REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-B SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE ZX (1/4" PER FOOT ) �Q 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 X 4 MARKER PLUG END OF - MAIN LINNET _ _. _ SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 ABgnawl LochN'n Hill Dr d-Nicholson Sti l Deseripllon: Deeaipriw Curie SHOUPO Point Dau N"MivB FiAm{ PC: 8l`53603 19147615 19M969 RP 18Ill 199 40 924 PT: 9-BL291 19152 746 199T1.636 Cucvlaw McDw Pvamav V'APW Parameter Va. Delis. 24°05-427187' TyTre: MGM LmgW: 124.690 i xv8rm 63.281 Me4dd: W531 PDOmI: 6.676 Clare: 123.773 Cavx: K87°3726.182]'E BeacaPtlw PISarien lugUL21M N9rdMg EWMII San: 9e812M 19152746 HIPP0636 Eve: 101 19150M 20002w NraaaV v1di TM �P t�iNNR Va1R ]UPI 12494 C,nnW SMY 05'3183WE I Ygnton StdM QZIe Evim One N91tb3Ag ENUN PC.- 10,00.788 191505% 20002944 RP. 18957 MQ 19968.502 Pf 12-U 053 18993.659 20162.927 Nramav C' VOOI -c RY�IML� nl L PUNNOMMr Velar Dells ]2° IT 53.7426- T,,: MOM 9wdim: ieora: 247262 37.014 09 37.6M Ed-Od: : 46.w N.641 Chd.dd: Chore U1320 OPOW Cana: $93.4633.]333'E ABgnmenC ET Ig ALLEY IW=tD= Desrril FISLAMP NPrMa{ EvAll S. 10�00000 19268.440 20128.933 End: IH22355 192I1398 20237179 720ESDIDYi ft.. VOW. Parameer Vi LWl 122355 COIrm: S62-12-44.5336"E Curve Poiut Dau Denrlplen Snri9n NOrWag Earring PC IH22355 1920398 20237178 ED 187 79N 20008.743 PT 11.77336 19193094 202U290 Nrwaer Valve C=Lu C, YDau Parameter Vahe El 06. 25'43.9987- TSpt: MGM Rad3m: 490000 LW9N: 54PS1 1M6em: 27319 Mid-Ci 0771 Exti 0.772 Cl '4952 Comm S58'59'525343-E Tave_evtX.r DascriMbn PTSuaoP Eating SWf 3094 19171465 20301,382 Ev1 1179016 IH980P 19171465 20301382 PINION. lido. lmg=tDa PMWAWWb VON. Lengl 20,681 C., S 55' 4T 00.5349"£ .AtIpul FEN PARK IEV -E E15T MIxiHildfil 'Cavgmt Daly Dexripoxn PB Smrion N"Hbar Evtae Sm1 11-88475 W16.-33 19845 S07 Ind, 17E67M1 1915650] 20357132 T...Du. P... Valle P... Valve LNI 579046 Course: 90°10'325827'E Cw.'e Point De rio6 Y^P Bmtiav Northing 1 Enter 6 V-6].521 1928650] 650, 20357932 RIP 19112I16 2G266231 P[: FE. 9.63 1.881 19130.58T 31145IS1619I6 CuvuW Ca+e D11AN Paemaa 4'Aue Pasuesu VaM IJzlu: 56°5748S8_]" Tv': RIGI{I Ratios: 195 360 I. - Rodent : B9783 33741 27.057 Clmd: ClInnd ]8]413 Co -Coupe: 8l3°41.582913'E 3- Tm9em Data Dev,iprio6 Srarim E'amg' Sun 81 0,537M{ 19130.587 204619I6 ECA,19.63.881 Evti 31-26 JS6 1896'.656 2047Q750 rav{mt Data P... T-aloe Parameter VaW L,.,&: J63.604 C9. S05°12'06.8279-E Alignment: EVLns rid AIMy Description: 1xi D. Dettrlpfil PT RUM. NNHl FARM, 10,00000 19131.SIN 20058.283 End: CF78.192 19202,337 20092.222 ING131 Daa P.... YOU, P... Valve Len9N: 78.192 Course. N25°43'27.3652"E Cuae Point DaG D.riptil SUNOv Nwodl EaNa, PC'. 10-79.192 19202,337 20092.222 RP. 18985317 20542 MY PT: 11-17291 19236.862 20110,551 CuevW Lune Dau Paraaeev VaaNe Paraneev VAae Del.: 04°28Y96343- Type: RIGIQ Radius: 500,000 Le.Ula 39099 TuRdi NEW MId.O! 0392 ExMCY1 0.382 Chord: 39089 Coura: N 2T 5752.1824• E Da )Pen to Deuriplav PE SMDw 6862 g Eaaa{ End 11+1T985 19267710 20110.551 End: ib52.985 192b7710 20128.509 T M t" Dam Parameter Valle Pa-nur vMWW Lev81b: 35694 C., N30°IT 169995•E Curn Powl Da. DescH lMv Sae9n Nosebag ENAIN, PC: 11-52985 19267.710 20128509 RP'. 19]70.801 19269.Pi PT: 11-95.171 19304605 20148,957 Cis MuiJ 1 MCR91N�1922Di�e OaR Parameter VWe Pa... Valve Dula: OP 25'01.5333- TYYc: LEFT Radius: 100AW Lml 42.186 T.F t: 21096 MMQd: 0222 Exta 0223 Chad: 42.183 Coms(: N28. 59-46.23WE DNrrlprinn FLSuriun IDe Ninni EaHag V. t1-95.171 193N 605 20148.957 End: 12,76698 19376722 20186960 TD9CILPaM Paramety Va4e P... VMve LeYl 81,517 Course: N2T47'154662"E TACK C0N6TMWAY M JOINT E)051PD ASPHALT LAYERS PROPOSED AWHNT LAYERS _______ ED9 SUBBASE _ PROPOSED SUBBASE ________ COMPACTEDAB]RACE CONSTRUCTION JOINT DETAIL ® REMOVE EXSRNG ASPHALT LAYERS TO EXISTING SUBBASE ND REPLACE WIN PROPOSED ASPHALT WDBED LAYERS ® PRDPOSEO MINIMUM I VA NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) • Ag UM 22 WHO O AGETTEWwill � WEN TH NECESSARY TO ABUT THE FULL CI(NESS OF EXISTING ASPHALT LrLYER9 NOTES; L Mil PAVEMENT WIDENING SHA. HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT MY PROCEDURES AN BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT ESON FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS ND TYPES OF THE LAYERS OF EKSTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL E IOWESSED IN THE PAVEMENT DESIGN. 3, A WHIM OF THREE CORE$ SHALL E TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETEmRE THE TYPE AND MCIQES$ OF COSTING PAVEMENT LAYERS. THESE CORES SHALL E SPACED NO MORE THAN 500 FEET MART. 4. TE WIDENING TRAVEL LINE SHALL BE MUED A M UM DEPTH OF 11/r INCHES AND BETE M MTH AN ASPHALT SUFACE COMM TO MATCH T E PROPOSED PAVEMENT WIDG SURFACE COURSE. DRESS WAVED BY DE ENGINEER 6. THE fTM1EER MAY REWIRE THE MLWJ DEPTH OF ME EXISNNG PAVEENT TO N ADJUIRD TO ACIEVE AN ACCEPTABLE PAW.ENI CROSS -MOPE D AEFFECTIVE SURFACE DRAINAGE. 8. DO YANG PAVEMENT MMN S AND "MS MIEN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7' FINAT TETNNSVEME LOCATIONSAVEMENT III SHALL. COMFORM TO THE SHNl BE TESTIFIED USING A V FOOT STRNGHTEOGE IN ACCORDANCE W THE REOUIREAENTOF SECTION 3115.015(c) OF THE�AT� ER 315..O]1EPT THE 9PECPICATIONS. ASPHALT PAVEMENT WIDENING ^DEFEAT" kREVI.1�1.7 FOR WIDENING SUBJECT TO TRAFFIC VIRGINAL DEPARTMENT OF TRANSPORTATION 8"MIN EMBEDMENT SPRING LINE OF PIPE NO, 68 STONE MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -NTIAL BACKFILL* (6" LIFTS) 4 THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL P CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 No. 35791 2/1/21�� ti r3 s P I E 0 . - NAL _ H- Z w O Z f a C)/w u1 U VJ U �� Z m O U O o a Y u ` E CL Z W w N N M ® M N 0M_I, V I N 0 04 W W 111 >_ W zJ EEEEEEEE� ) L9 W O z� 2 OUT_ I Y Ln W z Lu 'yj J 11l1.•.-TUTU P U 0"�R/R N � w O CL a J O 0 LEDED o J° QJ � z I -I C gH E� o C > I I LJI L O �( Q0 IZ LLJ LIZ 3 C W - I J 03 U 2 LLJ 6 O ^^ J p J zo 2 z 0 0 z z J LJ w 2 w Z U z w O J ■ L JOB NO. 112062 0 0 SCALE 0 i SHOWN IT 5 0 :97IX��OP� LOUT w LIZ Structure Area Cw tc (Acres) \ 2831-503 R \ }603 (PLAT)Pq-L ° 3 1 r l PHASE IV STRUCTURES 202 0.20 0.50 \ \ 442 Gl �6 �k I \ \ x/ 204 0.09 0.70 i \ ° p. � // 42a3 � / 206 0.37 0.50 1 \ I +� / v v k 208 0.39 0.40 1 F v + I \ v 210 0.10 0.63 / N \ \ / \ / / \ 232 \ \ \ x 212 0.30 0.50 1 sal I ` 1 \\< I 214 0.63 0.50 42J 4 / \ \ °w k 216 0.19 0.58 ., TMP s-os-lA-ooloo \ \ 218 0.41 0.80 HAIGHT M AEL ROBERT & 220 0.14 0.60 ° I COLLEEN TRICIA GILLIS I 2 A / ° x V Av v 222 0.10 0.80 3 I I ZONING: R-4 / \ \ \ TMP 48B 1 1 I USE S UNIT RF / CITY OF CHARL017ESVlLLE 224 0.25 0.40 D.B. 4511 673 \ \ \\ d I� 232B - \ 56 \\ PARCEL A, PEN PARK 226 0.04 0.80 1 ® \ \ y DB 507-427, 432 PLAT 44� 9 A I S� v v 228 0.27 0.46 1 PUBLIC GOLF COURSE 442 230 0.13 0.80 3 ® 1ST \ !o�¢ o \ 232 0.15 0.80 DENSE TREES l \79 w \ r0 \ \ _ 232B 0.35 0.46 a4s.s - IMP 61A0-0 1A-00200 M I EARL CHANDL PARKER \ \ 234 0.06 0.80 \ \ \ ;\. \ \ \ 236 0.28 0.45 � LINDA MARI ARKER R' \ - \ - r \ ZONING: -4 / / `� \ \ \\ R \ \ \ _ , / ` \ \ \ \ w\\\\ \ 238 0.37 0.40 1 USE SFD UNIT �/ \ \ \ 4197 \ \ 240 0.46 0.40 1 DB.48 9� -9 - - - r // I \ �\ \ \ - ` 242 0.23 0.68 230 244 0.14 0.63 214 STR 0.10 0.40 214YDA 0.06 0.45 214 YD B 0.10 0.45 f OE- / �ry o oic iF \ 214 YD C 0.00 0.45 _ D \ IMP 61A0--1A-0030D / / I 214YDD 0.26 0.45 1 I Z I HENRY' EHAIK�N & _ - llATHERINE L UISE PECK % / ' �Si s p/ D\ \ 218 STR 0.16 0.80 R L �' C\\ - \\ sue. o \'OIgj FJ \ ' I \ ZONIN6 R-4 i I / / / / o`�' \ \ / - v \ 218 YD E 0.19 0.75 USE SFUNIr ��""1 / / / f // ��\ - \ 418 \\ ---'// 218YDF 0.06 0.75 D.B. 4794, C..1� 228 220 STR 0.00 0.30 / / / / I / / /\ 227 v A v \ _ 220 YD G 0.14 0.60 _--� /CLEAN / 16T22 / �� \� M d / OUT l / / / \ TMP 61AO- 6-lA-ooaoo l 1 / l --" / / /I r°� , °� \� 4,a.a / GRAPHIC SCALE MICHAE CORBETT ( r \ / i . - - MICHELL CORBETr \ ZONIN R-4 USES UNIT _ 2 40 \ D.B. 485 Sf� N 8 I _ ' \ _ �5 w I05. 240 lv // / F SIR �� _ / ( IN FEET ) / 4 w m \ / l` /- / LOT2� \.�\.... // / i -' 1 inch = 30 ft. _ 9.��' ?� �� _ I - T 19 � .• v �� B"F 7 � �/ / / / S0? 4173 _ IRF TMP 61A0-06-1A IRF - _ �� v HOL NELSON NING.' R-DAl/lS � _ vW �� z SFD UNIT,/ L TY j O D.B. 737, PG.581 vAv°, vv / - v v \ / F LOT161 LOT 1 / / �, OT 1 13 3 238 / �' --� �� LOT14 / / �v i LOT 2 \ \ \ \ - � _ O �qey \ / -\, ,% LOT 13 224 / / / // � � o� o TMP 61A0 6-1A-00600 / -- - DENSE VAN DER WORT, THOMAS L JR / / - LOT 3 /� 1 / OR JO L HORN \ _ \ / ZONNG: R 4 / eF USE FD UNIT j / / / ` / / / \ \ \ / �_ / i ,� 222 1 \ I D.B. 4619, PG. 485// PTO / - _/ 11 ' �`v �/ ��BENCH MAR/ / 3 .I _ - - - � / / 4 I /I - 23 v 3 � ' A \ V • � � / � %RON/R6D ��� 1 T1 - - D LOC LY l / / ELFV 39624' / 3 I w � w w w 207 � � �� � •( e- � � � � LO 2 LLDRIY W W 10 '10 L& I ,tl 205 - - 'I / ••�, /� I I / / / / \\ � YDC � � i I I I o,o / / / / / / J/ IN /W I '`. •e e / I} '� W W W/ W W W W W_ W / W W 2O e L° N / / 3BZJ \ /�'j �' •_ J� W W W W W /W �W W W W W - l / V // //�- \ \ -�V IN BASI A LOT11 I / I Sl / / ,• I r'J/ W/ W W W /J% W W W W W / W \ W W _. $ \_� %/. / - `-\ \y - \ I,. 215 21 .• I / ;. DRAW BA T � . £ -� m 1 W W W Nw\ W \ � '� �� /w W / II, ,y W V w W W ,b W �j, ,b ,Y W `b./ W W '\\ \ D AD� N ` \\W / 1 RYl�DNTOP 400.5 �389.1 I • \Y• \ \ P --- - \-400.0 \ I I TQ P=40 5 I \ � / / / / W •G W / W/ W W W _ W W W W W W / W W / �((/ lW V � I . �� � �V - �\ W I I I � II / /W W / W W W �+k-W _W -� /W W /W� /\W W\ £ \ k'..\ \/ \\ \\..\ 214 II LOT10 - / \W 3 /Wp LO 7 \I \I W11 WI 1 I \ T \ _ A ERAL / / /� ( / / / / \ 4i, \ \ \\ \ DA ; BREAK I I z /CHIC (�/// / (�,ly% W W W W W W W W W l W �\ \ \ - INUNDATION \ / LO T7L YN /�//LL / / Wr Y� W / W �i W W/ W / W W W W W W W W / W ,G• W \ y, \ \ ZONE \.-.� i "r / / / l \ \/., \\ I W W II I I \� \ - _ _ / / / vI ( R COUNTY GISa v - \ f / W W W' W W/ W W W W W W W W W W W W W1• `W - I ' ' s �_ PARK - CI�NREN V / \ I 4\� \ -� / \ j \ _ _ _ - rl \ .- • � /W W W W W UNDER L0N-5,wu I / cllY of / W /W WIW \ \ \\ \ \'. ,�„ 1 I W I I - --} I - I PARCEL A, PEN PAR W W 4 \ \ \ �_'., �_ 1 2•; 3 -I JI I I i I r- 244 USE PUBLIC GOLF COU AO-O/6/nB-000AO\` _ LOT 9 `I - 242 DB 507-427, 432 PLA LOCH N HILL'-- - I WS I 243 j `1 {� 1p Y UP LLC// / / �=' W, Y /W / W y W W W W / W W W W W W W j/ W W /W WI °e. y- ^ \. \ -LOT - Cr L-YP�I-OPEN'SPACE 1BrA � / W W W W W W W W W W W W W W W W W l B. 44 6, PG. 197, 243 /. 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COIWIV N �lN\ A /////// e 411 �' _.• / - \ Stl9- PEN Sfi��E 2 i \ � �9 � -SV9 -- (53.5' R/W�38i f- _ � SV9i ♦�� �p1 6 M n I 5 ° � 3 Sb ': . • ° . e _ r � Stl9 �9 __. - 1 M .. a 3 .. � / Z ' L _• ee \9�Stl9 --- M/�M e a.. •.. as I .- �� .17o /I , N E 5.0 5.0 3.5 3.5 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 3.0 3.0 5.0 5.0 6.0 5.0 6.0 3.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 0 No. 35791 2/1/21�� ZONAL E�Gl F- z 0 z 0 w f U) VJ a u) 0 U Z U Lu m z O 0 U o Ln a E `FA�1 Vl w z w U) 1`�1 w W Ce N N K 3836 L9ti M CM z N 14 co d' z Q 0 ° W Q W a > C)� o J Zw U) L.L. a LLl L9 > 0 W 11 (.9 w 0 O w Q 3 -J (f) zZ Q o � J o Y � ul ZO Z J z w Z w U U w Lu � - I O N Z 1l..YL J J o J/U)� VJ o I- a w n )SE T Q U X N L p O ° N Lu I w E U 2 In -p JOB NO. 112062 0 / / N N ° SCALE 1 "=30' ° U) C O SHEET NO. a 9 N 435 LOW PT�TA:14+61.87 LOW PT ELEV: 420.73 PVI S :1Z+s6.87 430 \ N LLi 3.5 \ U m 425 \ \ 420 PVI EL EV:421.36 K z6.13 LV :z1o.0o SS =150' ikooi N U > W w 35E S;� �0, G 0A LA m HIGH PTS�A:17+3z.5o HIGH PT E EV: 429.11 PVI ELEY:418.70 K:1 .g8 LVC: 35.00 �i v w s o zs s )o 1 uNo. 35791 04 211121 �� ( IN F ET) oSSIO VA L EV HORIZONTAL SCALE 50 0 25 50 100 200 ( INFET) 1 inch = 50 ft. \ L1 /-L /�/ 1 /� \ _ 425 06�. AN EXISTIN 18" RWSA DI WATERLINE ` RUNS PARA LEL TO THEEXISTING 1o" _ _ - - - - - - - - - - - - - - OB ACSA DI WATERLINE IN THISPORTION _ _ - - - 3.5 . OW PT STA: 21 z1.94 OF PEN PARK LANE. SEE UTILITY PLAN _ OW PT ELEV: 89.07 SHEET FOR ADDITIONAL DETAILS. NO 20+ PVI STA:1.94 410 CONNECTI NS ARE PROPOSED WITH \ `. PVI ELEV:3939 .97 THE EXISTING 18" RWSA DI W TERLINE. ` ALL CON ECTIONS ARE O THE EX. EXISTING EXI TING 10" ACS LVC:156.0 1o" ACSA W TERLINE. FIRE YDRANT OWN D WATERLIN to SSD=157' -4-1 I r SSEMBLY m o 405 ml, 395 TIE INTO EXISTING 1o" WI I low o x AND 450 6" L. 52 D.I.P. ATERLINE ., IGH PT ELEV: 87.36 PVI STA:21+8 .54 PVI ELEV:385 49 K:15.00 LVC:75.00 o M SSD=253' o N } 00 N ` r M N \ N V N U) F- z w O z f F O O /w a u) U VJ U '" z Z m 0 U Q w � E a /�H/� w z w Yl N N 390 EYE> 3.s U w � m � w ti ROPOSED FIR HYDRANT °ogo M ASSEMBLY SO 00 go" BEND 0 385 6" G.V. `, N LOCATION OF Cy')ADA CROSS ALK PR P SED z 8"-9 ° END ` ' 380 LO PT STA:z6+z N Q _ 57PvI STA:25+24.2 ` VIE 51.4 N Q ° ` K:26:z6.25 LVC:210.00 N Q w = 375 °i m W Q Q v a = - > Lu PROPO ED 8"x8" TEE `. m m J ` -8" G.V. AND �Oo N w LJ,J J t 8" D.I. W/L oO-o Ji > 00 J Q LL CONNE TION TO 18" > 00 J z O o 370 RW ALINE -SEE F1 �/ LL o OR DETAILS U) u\- a 1.62' T 365 36o 355 350 a 0 w H Ln 345 Lu z w J J NO ES.' 1. PER THE Cl Y STANDAR S AND DESIGN MANUAL ECTION 305. , AL1Z7NAT1VE_70_RCP.__1A MINIMUM 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 KERS NOT M RE THAN 8 INCHES IN T ICKNESS BEFORE CO PAC TION OV R THE ENTIRE ROADBED AREA IN SPECIFICATION 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 7. OF SEPARA TION BETWEI N W/L & SANITARY SEWER MUS BE PROVIDED. 7. VDOT STD. IF-7 INLET SHARING REQURED ON ALL STRUCTURE . 8. VDOT STD S -1 SAFETY SLAB REQUI D ON ALL STRUCTURES 9. VDOT STD S -1 STEPS FEQUIRED ON ALL STRUCT RES 4' DEEP OR GREA TEF1 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLE E ENCASEMENT IF NEEDED BASED 0 SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECT D DURING 15 S M H U O 3. J ' . O J LJJ '^ _j J 3 � 53 PR POSED Q 0 8" .I. W/L = o a W U JC; J o Y Q 1.78' UJ T� y O E W/L 0 15" 5" STM }- z 5°A Z /N = W U Z w PROPOSED w O J z F RE HYDRANT 00 ASSEMBLY 8 w ~ 8"x6" TEE o Lu w 1-6" G.V. i w w ~ Ln L f o Q_ Z 0 w 0 w a 00 Q lD J Q ry J 0 > zo 0 am N w00 X z zF Z {6 a> Q> LLI w m 340 L7 w Lu a W U) w � J s w N Z t0 0 't O O In O U O N W w+ r w+_ (n N N Z r~i chi w ry W N 0. N L W E w w Q w Q O w U 335 mLn z wN zL z,L„ a a JOB NO. O 00 M ry 00 ry ~O ~O O O ~O ID 'i M ry t0 ^ M ,y rl •i 'i VI 0 M ry M O LA N N N N N N M 112062 ° O a Q n V d i O N 00 d 00 0 Co O of ° rrl N ? ° t0 O t0 t0 0) OD It 00 00 1 00 ° 0 ry rl CO `+ L!� O1 O to W n N n O 00 00 00 y 00 N 00 0) t0 00 M 00 t0 m N t0 I� N n O 0) 0) w I� H t0 00 CO 00 N 00 O V1 O N y M M 0 N t0 N M N 4 0) 'i O 'i 6 H 6 'i 6 00 'i G1 'i 6) I� H 00 11 l6 'i M O ^ rl O M 0) ^ M 0) ry 00 Ol 00 ^ In 00 00 n W N1 r\ M t0 06 M W M 0) to 6 toLn � to p SCALE .t M .t M d N d .t N d ry r N .t N .t N r H d H d �y .t H .t ri .t ri 1 d O .t O m O1 M M 0) M 00 m M m ^ M ^ M t0 M t0 M m m s 1 s s d m m M m M m M M m M AS SHOWN cc m Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5o 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 1g+5o 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+SO 24+00 24+50 25+00 a�1 n SHEET NO. _ 10 N PEN PARK LANE EAS s 435 HIGH PT STA: 7+82.00 HIGH PT ELEV: 426.98 PVI STA:7+91.75 PVI ELEV:432.90 K:18.93 LVC:30o.00 435 EXISTING VERTICAL CURVE N ri a + �.. N Lu U 43o w w SSD=88o' 430 3.5' ?Bp, OW PT ELEV: 416.65 PVI STA:9+75.0 �Ve+a&� VI ELEV:417.4 As-eui K:30.70 SSD=552' 425 LVC:2o.00 HIGH PT STA: 10 18.95 4�5 o u) ry o oo �, to 6 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 > v > PVI LEV:395 41 420 > m m > w w v " u :26.oi 420 E ISTING 8" D.I. 4 06 a 00. a N a L C:2o3.00 SD=163' WATERLINE + °+ + `w� ° v m m It00 REMOVE PLUG AND m > O l "+� a n to +"^ 415 TIE INTO j s$° " v vi " u vi 415 EXISTING 8" D.I.o WATERLINE > m m > w w WITH PROPOSED 8" D.I.P WATERLINE JEY 3.5' 410 410 9� 00 PTSTA:1 +21.50 PROPOSE 8" CL. 52 D.I.P ?gp, HIG PT ELEV: 93.22 WATERLINE P S 405 VELEV 39 -ho5 K:12.68 LVC:85.o oN55 =04' �n n N m N O 400 M ^� 400 �U U> >m PROPOSED Q° LOC TION FIR HYDRANT .ADA ROSS ASSEMBLY 3 % 395 "x "TEE 395 1-6" G.V. -2. o0 PROPOSE 4" CL. 53 D.I.P OB J. WATERLINE 3. 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 � w O Ln Lu > w w 0 Z w > J 355 W = 355 z Z _ Q Ln N Z z V r 1 Lu Z > U V n > J 350 U LuJ Lu W w 350 � z �. o ui �� z X LLJ rn Lu + t + Z + 00 Ln w O rl W N z 345 W 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 au ^ l� m in to " 00 m ^ l* 0) rl b � 't kD ,y m N N N N N W rl " Ci)n 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 P'1 0) M 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 LOCHLYN HILL DRIVE-NICHOLSON STREET 13+00 13+50 ✓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: L1o.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 Rrl 425 PT STA: to+16. 8 LVC: 5.00 w PT ELEV: 410. :)8 U w U PVI ST :io+i5. o wa U) m w PVI E EV:41o. 5 o a 3 4 + N GRAD y"/o 420 VC:lo O V OVE o'o % 420 BVC : io+io. o m U BV E: 410. 5 "' EVCS 10+20. o EV :E: 410. 10 3ro 63 4�5 4�5 GRADE < y9b OVER 40' 410 O o .1 00 0 410 a Lu Lu z 405 > 0 405 p a � W W w Lu aw Cu 2w > o co o 400 � o w 400 J Hr of rl 398 z V) ui Lu 398 z U-) O) m 0) 0 Co 0 m O Ln 0) N H ul d H H 3 O� .ot S d H S d 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 o200 ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: to+io.00 HIGH PT ELEV: 414.10 PVI STA:10+40.00 PVI ELEV:413.50 K:17.6o LVC:6o.00 0 o of 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 <01 LF15 o N 0 N 0 +? �a Hw "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 m " 00 0. Cn N " " 00r4 V1 o N O It eni O It N O It I O O r 't 9+75 10+00 10+50 21+00 11+50 12+00 12+25 ELLIE ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH z 0 a u U Lu Lu 0 Z 0 Lu L9 z w w z L7 z w ul z No. 35791 2/1/21 ZONAL r z Lu Z 0 0 0 U) U tn ca z m � 0 U J Q w a z 0 Lu U) w N_ N I N O N W J U) W H O 2 U Y F- v ) W w H L) I- W V N Lu 0 0 2 Ln kW o m1` y U x L N O w E W D = U Ln 0 JOB NO. 112062 1-00 SCALE AS SHOWN cc m 0 SHEET NO. n 11 s STR:zoz IN) STR: EX c INV IN: 38 INV IN: INV OUT: STR:2o6 VDOT STD. DI-36, L=12' STA. i2+6o.17 TP=414.18 INV IN: 405.25 TO 208� STR:208 VDOT STD. DI-313, L=6' STA. 12+99.72 r-TP=410.55 " * INV IN: 405.56 TO zio INV OUT: 405.46 TO zo6 415 STR:204 VDOT STD. DI-313, L=E STA. 12+26.20 415 STIR: 2I o VDOT STD. C TP=413.67 STA. 13+23.31 INV IN: 404.98 TO 2o6 TP=410.56 INV OUT: 404.88 TO 202 INV OUT: 405.68 TO z 410 410 VDOT STD. DI-313, L=8' 1.9 STA. 20+30.84 $ Lj TP=395.80 -Sim INV IN: 390.00 TO 204 INV IN: 388.85 TO 212 I OUT: 388.75 TO EX 94 _ PIPE zog)15" RCP 111�5 HGL 19.59 LF Qa o.5o% (PIPE 207)15" RCP III 4 DI-313; L=14' 35.55 LF Qa 0.53% STA. 17+58.41 400 TP=39439 (PIPE 205) i5" RCP III 3.io TO EX 96 29.98 LF @ o.5o% 188.io TO zoz TO / 388.00 92 6ti 395 Q�Q ti35 395 19 i 390 390 (PIPE 202)15" RCP III 385 26.84 LF Qa 2.11% 385 382 382 Co a It 0) N 00 o o M ^ 1Ov 'i to )o N m 00 o n M M M 0) ° �' a ' 00 'M' mo o" M a a a a a 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 STR 210 - STR EX 94 410 410 EX. MH. B STA: 11+52. z9 405 EX RIM TALI-.... 5' RAISE RIM TO 405.0' EX. MH-28A STA:io+oo.00 INV. IN 4" PVC (NE)=39E EX. RIM:390.40 INV. IN 3" CIP (NW)=397 DROP CONNECTION: INV.IN=382.40 INV. OUT=397.6' INV IN. 376.4oTO MH-28B 400 INV OUT. 376.3o TO MH-28 ///395 395 390 �`' 0��ldC ��� 390 UPC RADE EXIST. 6' TCP SEWER TO 8" SDR 5 PVC AT EXISTING INVERT 385 ELE ATIONS UTILI ING 385 EXISTING DROP C NNECTION 380 380 ACSA MANH LE z8A SANITA Y SEWER UPS rREAM OF THI MANHOLE IS UNDER CSA OWNERSHIP, DOWNSTPEAMOFTHIS ()VEXISTIN MANHC LE SANITARY SEWER IS UNDER CITY OF 375 CHARL( TTESVILLE OWNERSHIP 375 372 372 00 o N 00 o p 0) rl m M o a 9+75 10+00 11+00 12+00 12+25 EX MH-B - EX MH-28A N STR:202 VDOT STD. 13I-313, L=8' STA.1o+30.84 TP=395.8o INV IN: 390.00 TO 204 INV IN: 388.85 TO 212 INV OUT: 388.75 TO EX 94 395 STR: EX I INV IN: INV OUT: 3E STR:zzo VDOT STD. MH-i STA.1z+62.27 TP=41z.o07 INV Irv: 40z.3S I U LLL Z) I K:222 V UU I C I U. LA-3[5, L=25. INV OUT: 402.25 TO z18 T STA. 13+22.o8 4�5 STR:218 VDOT STD. DI-3B, L=6' TP=42O.i8 NV N: 402.75 TO 224 415 STA. 12+00.57 INV OUT: 402.65 TO 220 TP=4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94TO zzo INV OUT: 400.3z TO z16 z+VDOT STD. DI-3B, 410 STA. i3 55 3 TP=409.7z STR:216 VDOT STD. DI-3C, L=6' INV OUT: 402.94 TO 222 STA. 11+52.48 TP=4o6.ig 405 INV IN: 399.00 TO 23.8 INV OUT:395•SoTO z14 1.61 405 HGL 6" W/L Xw I STR:214 VDOT STD. DI-7 -STM STA. 10+92.65 TP=398.02 (PIPE 223)15" RCP III 400 INV IN: 393.75 TO zi6 z9.o5 LF @ o.58% 400 INV OUT: 389.28 TO EX 62 (PIPE 222115" RCP III S.81 LF @ o.5o% S ;2 DI-3B; L=14' STA.16+77.12 (PIPE 219)15" RCP III TP=39132 57.7o LF @o.5o% 386.78 TO 214 2.4o TO EX 6o (PIPE 217)15" RCP III 395 44.o9 LF Qa 2.74% (PIPE z15)15 RCP III 390 55.83 LF Qa 2.93% 390 (PIPE 213)15" RCP III 385 STM8 1 Ef::� 88.65 LF Qa 2.70% 385 8 -SA 38o 38o 375 375 370 370 368 368 m W 00 0 V ri )O) Nko v aw O CO I CO M LaOn M 00 MCO M fi tM) fi S . 1 l00 It ) "tM 9+75 10+00 STR:212 VDOT STD. DI-313, L=1o' STA.1o+z7.oz TP=395-41 INV OUT: -48ci.So TO zoz 395 10+50 11+00 11+50 12+00 12+50 13+00 STR 224 - STR EX 62 430 13+50 14+00 14+25 STR:228 VDOT STD. DI-313, L=8' STA.1z+00.57 4�5 TP=420.28 INV IN: 410.57 TO zio INV OUT: 410.47 TO 226 I STR:226 VDOT STD. DI-313, L=4' STA. io+97.95 TP=419 40 420 INV IN: 410.10 TO 228 INV OUT: 410.00 TO 236 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: 4o6.37 TO 234 390 390 410 �p1PE2 �F C� z.41°� z3•p2 385 385 405 382 382 9+75 10+00 10+50 10+75 STR 212 - STR 202 93.95 -`LF 1.02% , =10' NO TES: 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 957 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-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 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. VERTICAL SCALE 5 0 95 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. STR:232 VDOT STD. DI-313, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+z1.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 HGL- 3'SW/L 1p\PE22�F5Ca13ol% 241.2 ONTRACTOR 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 i.00% 1.50' 18" DEPTH OF GS a Irl, 00 N d 0) W D M O) M O 0) M M CO W N ,,� rl n '6 Ln Ol OO 6 0) C) M 6 O rj N M u1 t0 It a a a arl 't a't a 'It It Itt a't a It 9+75 10+00 10+50 11+00 21+50 12+00 12+50 13+00 23+50 14+00 STR 230 - STR 236 STR:23213 VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" NIL -C rkA 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% 410 405 ME 14+50 14+75 No. 35791 2/1/21�� ZONAL E��l F- z o z O w f VJ U) a U U)U �L) O Z LU m z O O o _ O U V) a E W a /�H/� Yl w z w `H w W Ce N N Cl?L9 z 00 N 14 M N O W N W >_ Zw L9 0 zQ W� Y w Ul JU) w V O O N � w 0 2 J � o Q w� Q O J a '~ o J O o Qa z �- ° �H L.L o a C > I -I 0 w 3 V) ::D C Q U 06 0 a- w ° J C� J Q o I -I = zE a a� J Q z z 2 w z z U z w 0 J .� ILy 0 JOB NO. 112062 0 SCALE ° i 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. LINSZ VERTICAL SCALE PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE O 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 °n 2/1/21 c4 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE STR:zyz VDOT STD. DI-3B, L=zo' ossio 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. -8+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 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. INV OUT: 385.83TO24z ( IN FEET) 8. VDOT STD SL-7 SAFETY SLAB REQUIRED ON ALL STRUCTURES 1 inch = 50 ft. GREATER THAN 12' DEEP. 390 390 9. VDOT STD ST-7 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. U) 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN ~ HGL w POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL 0 z m: CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING 385 - 385 ~ o THE CONSTRUCTION PROCESS. (PIPE z43) z5" RCP III Vl 4 21.37 LF Caa)1.99% Z V) m O_ o U (PIPE 241)15" RCP III z � Q w Ln 3gp z9.54 LF �a z.18% 380 ''~AA > E o Lu Vl U) w 378 378 ' Ce m 0 1.e m o 0 00 m m m m m 9+75 10+00 10+50 11+00 12+25 STR 244 - STR EX 58 o� N N M � � N n STR:238 VDOT STD. DI-7 STA.1z+6i.yz L9 ti M TP=414-54 INV IN: 4o8.o TO zyo m INV OUT yob oo TO 236 N z N Q 0 STR:218 VDOT STD.N 0 ° Q INV IN: y Q 0 INV IN: y INV OUT: (n Zw J ° W� J Q ` J J / z ` V J '� 0 o L.L O � W � >L9 DC o O W W 3 z J < Q Q a� _ = o W an U Ja J o �_ T z° 0 z FIELD Z `� J z w = w z W U z Lu w z 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 y STR 240 - STR 218 Q x s o o ° N � o w = U 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 oho 4io 9� o 4io (PIPE z37) z5" RCP III 405 - 3z.58 LF Qa y.z8% 405 �p\PEz3`F�RaP°� 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 � O N lD ^ ei m W � rl � rl � Ol � 00 00 00 0� o� �� �� ��, Design Storm Year = 10 Design Year: 10 Project: Lochlyn Hills Ph 4 Job #: 112062 Prepared by: KKW O �G, SCOTT R. LINSZ L� No. 35791 �� 2/1/21 o��SSIONAL F Z LU O Z f a O O /w u) U VJ U Z m O (n O U O o a w Ln Ea ��F/��1 w Z w Vl U) w Ce ��®--_-_-_ C) N N m � N n ti M M Z N z Q N m Table 8: Pipe Design Table m o W N ° Q WLn 0 > z� J Oo ~ zw J Q ° J z Q` J o LL- a � C w .o > U L9 ° O �i i Q 3 J �� z QU 2 (� 0 2 n W a� J z� 1 Y Hi o �_ Q T UJ 0 ~ LIMz 0 ° z z `� J z 2 w w z U� U z w O N _ I 1(YL J Z JH U o f 0- 0 �W/ 0 L f_ a U x d 0 L/ s L O N ^O w m 0 = U 0 2 In JOB NO. 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a 14 0 s - PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe ti) 5 fq c W � � mc°i °u m m E m CO � E N w N � ° Q Q Q U E m c .Y=°.. W 'c N E � U >_ ` > > � � o a� 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-3B CG-6 4 410.56 VDOT STD. IS-1 REO'D 209 15 19.59 0.61% 405.68 405.56 RCP3 206 DI-3B CG-6 12 414.18 VDOT STD. IS-1 REO'D 205 15 29.98 0.57% 405.15 404.98 RCP3 204 DI-3B 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-3B 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-3B 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 29.05 0.65% 402.94 402.75 RCP3 222 DI-36 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 VDOTSTD.IS-1RE0'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 VDOT STD. IS-1 REO'D 213 15 88.65 2.82% 389.28 386.78 RCP3 244 DI-3B 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 232B DI-3B CG-6 10 427.31 VDOT STD. IS-1 REO'D 232A 15 28.34 1.09% 418.93 418.62 RCP3 232 DI-36 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-3B CG-6 8 420.28 VDOT STD. IS-1 REO'D 227 15 32.84 1.13% 410.47 410.10 RCP3 226 DI-3B 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 15 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 15 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 15 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 15 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 15 148.70 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 15 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 15 60.00 6.67% 412.00 408.00 HDPE Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table R. LINSZ �SCOTT U No. 35791 `6 2/1/21 o��SSIONAL F- * gutter longitudinal slope of 0.001 should be used in a sump condition Z LU grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth p f for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities �/� a in OU 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. � 4 Co _ O U O Z O QaC w uu Ln G ��^/� w z w Vl w W Ce Table 6: Sump Inlet Design Table o N ,q N M n N Zco N * gutter longitudinal slope of 0.001 should be used in a sump condition (� grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth 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 t L o o ° N � o w D = 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 C T �_ }, C `° � m d � v � x .3 3 0 ° C O C E J � J U a > Q U U O O d y U W m y y J W O O D: 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 0.80 0.048 0.19 0.00 0.19 0.037 0.020 2.0 0.083 4.1500 2.81 0.99 3.5120 0.1463 0.1649 4.16 1.44 1.00 0.19 0.00 - 236 3B 8.0 0.28 0.45 0.126 0.50 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 0.68 0.156 0.63 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 0.63 0.088 0.35 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 2 J N O C p W � N � � 3 U 3 i. X O W O C U N C °u O 0 � � u o � o 0 3 u � 3 � � °? o � a y w c E C O a > L p U �U' w rn Ci � � ¢ ti O C7 F � in � J ui (7 u 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 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 N r0 2 N M p C C v a � m � U - u � � ; m m rn a � F o m g � rn x ti P 3 t. � `m $ 0 10 E m p Q W d > v a 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 } �} TREE CANOPY CALCULATIONS: 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN / a IMP 61A- TOTAL SITE AREA (PHASE IV) 4.5oAC A" OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS LORIE WIERENGA SHl DWELLING UNITS 22 RESIDENTIAL UNITS OF CONSTRUCTION. / RL PARCEL A / PROPOSED DENSITY zz DWELLING UNITS 14.5o AC= 4.89 DUA / '„ DOUBLE STRAND#12 GAUGE WIRE W \ _ Q NOTE: DENSITY OF io DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM WITH RUBBER HOSE & TURNBUCKLES 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO 0 ZONING.' R-4 OF zo% TREE CANOPY ' �y/ TREES UP TO 4" CAL. SHALL BE STAKED MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT LA TO DISCUSS TREE PROTECTION SE' SFD UNIT 2"x2"HARDWOOD STAKE �UVV No. 35791 ( ) I WITH 2-2"x2" HARDWOOD STAKES. EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY �, / / / 2831-503 \ \ CUT&REMOVE BURLAP FROM TOP ��/ TREES OF 4" CAL. OR LARGER SHALL BE CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS \ } D - 603 (P TOTAL SITE AREA 294,170 SF (4.5o AC) \ \� CUT&REMOVE1/3 OF BALL AS URLAHOWN GUYED WITH3EQUALLYSPACED,TWISTED, `6 2/1/21 AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. ,rOPEN SPACE AREAW -40,462SF(o.929AC) I o / UND OPEN SPACE AREA'S' - 3,693 SF (o.o85 AC) SCARIFY SUBSOIL TO 4" MIN. DEPTH \/�\ 7 TRUNK. FLAG WIRES WITH COURVEYAND TURNBUCKLES. LOOP HOSE O APE. `r`SIO' A E��ti�`t' 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY \ / OPEN SPACEAREA'C' z,4395F(o.o56AC) '� \ - CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES r OPEN SPACE AREA'D'-z,744SF (o.o63AC) �`� MULCH SAUCER \ /� REFER TO SPECIFICATIONS FOR SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE \ Q V FURTHER INFORMATION w w + Q 244,832 5F (3.367 AC) FINISHED GRADE /_ WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR \ / ���\ TO WORK. / . I TREES UP TO 4" CAL. SHALL BE STAKED. TOTAL TREE CANOPY REQUIRED 20%X144,832SF=28,9665F TREES 4"CAL. OR LARGER SHALL BE v 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE w\} GUYED WITH 3 EQUALLY SPACED PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE \ �\ TREE CANOPY PRESERVED=z,o13SF TWISTED, #12 GAUGE WIRE WITH HOSE i \ GUYWIRES WITH RUBBER HOSE AND EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE w TREE CANOPY PROPOSED ON SITE =z7,i6 SF HT. TREE AND TURNBUCKLES. LOOP HOSE TURNBUCKLES 2/3 UP TREE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT TRACT -HOE. CONTRACTOR TO 5 _ AROUND TRUNK ABOVE BRANCHES - y / \ \ TOTAL CANOPY PROVIDED = z9,178 SF =III=III — I- AS SHOWN, FLAG WIRES WITH DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO w + —' III =III COURVEY TAPE. REFER TO SPECS 2"x2" HARDWOOD STAKES, ALIGN COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. \ g — / TOP OF STAKES w \{ Planting Notes III IIII —ll FOURVE ADDITIONAL INFORMATION. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE `\ E \ II II— —II I MULCH SAUCER SAME SOURCE (PER SPECIES). \ \ OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN III AMENDED I ' w } 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT .III— 1=III—III III-�77Y i\ �IYI\C AMENDED SOIL MIX DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF COMPACTED SUBGRADE II /1 „ F- F 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY BEFORE ANY SUBSTITUTIONS OR THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL III zw CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS w NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. III z E SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. /q 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS Tree Planting and Staking Detail III II-11 O z0 f III =III- 0 C) ARRIVAL ON SITE. SEE SPECS. a Not TO Scale CUT AND REMOVE BURLAP FROM TOP ��//�� V) U 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 Vl � f "-- — - 1/3 OF BALL AS SHOWN AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS �\ NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. —II V) z PRIOR TO DELIVERY. `S6 w \� — SCARIFY SUBSOIL TO 4' MIN. DEPTH Z LU Co 5 2 f ty -III—III III—III=III=1I o � o 63O'OC(` w pq \ ¢ III COMPACTED SUBGRADE Q Q w 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. \ Rk 0 q x FBI U 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL 79 [ICR R FF CN/y TO Q �/� > z o BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND DENSE TREES w \�Oq'D �/� qST \ (q NH/ Evergreen Tree Planting Detail V/LU ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD.�TIF� I1TF/jiS/ \' \(( LAN ANTS ND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO Not To Scale F'II > 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES `' \\Y� Oil 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 �0; -\ PRESERVE SIGHT LIN AND CCOMMODATE PEDESTRIANS. W 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. ^I \ Q — \— /• \ \ GRAPHIC SCALE Cem ari ounty a\\\ Cona-matlon Plan Checklist- To be placed ou Landscape Plane —' '\ 30 0 15 30 60 120 of Alb ( Mb..k,ppM-284-111-297 for complete. specifwatiaas) --� � � •� ° I — 9AR I. Thet"Ilowine Bems shall he shown oartesian, - w E3 Troestobesaved: ® Limns of cleacing (mu ide dnphne of tom to be saved)', \ IN FEET ) 23 L..bonznarypaofprotechvaf®eng; 3 DEC' h' `, 1. iOFp� _ ® crmeanangas regumrg tree wens orwalls; I ��, �. w � Cq � 1 inch 30 ft. I TMP 61AO-06- IA-OOJOO RWA [ El Propoaetl tenclLng ormtmeling beyond Nelimits ofclearing. 0 : Mackinac,I HENRY C CHAIKLIN & DECK . 3se Y, y El AT ea to be saved sha l be maaraa.wtn paint ornbbnn at a hetgm oleady visible m egmpment opemtom. I I KATHERINE LOUISE PECK ti ��SI p USA Q/ryJ \ N N 0 No Instinct shall begin until Ma tree marking hm beet inspected and approved by a County Impactor. I I RWA ZONING: R-4 e 11-47... t ail acaarra"re I I USE' SFD UNIT El TreepresewanonmdprotechontnemarasahallWremewedwffi heconheclormsda. I — / / i n PROPOSED ROW DEDICATION AREA I D.B. 4194, PG. 131 _ CO ; f / Lu \ w \ a. El Hera asuipmeananastartra: I I --"-- / EXISTING TREELINE i `'7 i - \ • U ` Heavy equipment, vetficWm traffic and strnege ofconstr,afm materials including soil shall not be pemtlned wiNin the driplines of bees _�- / / to be saved I I --__— /• , S. San E.al.aaadstounwaterDetention Da.lee.: _—I'� / LOT22 i / / \I "" 3) EXISTING STREET ® Sucn devices shall not adversely afm hwe m bra saved. I I / / \\ µ \ w d \ TREES(MAPLES)TO d. k7Fire. arenofpwm;hedwitnmlo"feetormeartpr eortree.toberarea. I I IMP 61AO-01-IA-00400 / .'/ F' ) _/ \ y, • REMAIN I 1 7. ra,leMamrLl., MICHAEL CORBETT \� 11 AR , / ./ //. i .-ti � ,�� w � � El To.cmate ssnallnotbesmreiwitnmloofeetofhe plmeoftea obesaved. I I MICHELLE CORBETI / / / a Q \ S. Pret«frepencma: I ZONING: R-4 , / / LOT21 , -/ r i �`�A° w0 ti rreasmroaratainadwitmnaoraeofaproposaaromlmngorgma'mgaaav;tysnauroaprot.etaanyra,amg I _ -° \ i / i.i ® y \ PROPOSED 6' PLANTING STRIP TO BE — E3 Fentrng shall be m place and mall be i p=t and appmvM by a County Impw r pdi w grading or mmhssefioa I I USE' SFD UNIT _ I . , \. , / , , d / I D.B. 4854,�C3ff � (� N \ '�� �\ d w � INCREASED TO 14.5' IN THIS LOCATION 9. TraoWelb: I _ _ _ _—'1 - 82°40'15" W .� .au�2 i ` ors TO ALLOW FOR THE (3) EXISTING T Q7 _ Q Whmiegromalevelmastberei We tkntned pwoofaheetebesaved,ateewellsnellbal idedmdawnstruction&e I I I — _ —__-- I Z 105.13 \ / j , \\`� :�/ /G/yT STREET TREES TO REMAIN CN snromned for approval. �-1— '------- LANDSCAPING // i' �`,r{///<,.4�-r i LOT20 I„1 18. Tree Walls: �+ .k !•'��\ W\ -,) -/ /- -\ 4 N ® wnen a alevelmmtro mweawtannem k mh ma.atreewalanaube aaa naacommmfionama w ACCESS AND YyJy Q c / 6 C ® co grow plinea pmvi 1 _ _ _ v y. W W c Y W \bS q W' �� / / submitted fora roval. - Cn 12 �� MAINTENANCE I ` approval — I \ � _ � 99 • _ , � . � / yr� a`` F� LOT 19, u. rrenahmnanaT•nnelmn: 1 +? N 16W39 2� T-..� W \ �r� �`v W \� W �.., BASEMENT ,Q-�Q i /y O : O?`SSC• w w 0 Whenhenchi issegws�witlfin Nenmtofcle"^�g,itsnallbedoneasfera fromthetrntlksofinesmpomble.Twmeting I i � � ` .y \ ��\\ .y ` .y v � � � � e /� ^/ �alargetrea shallbe wnstdan3m anal[emehvewhanstts eNicipeted tnat necessary trmcmng wdl aashoy fce,lerroots I , \ \ \j� / w \\ / IMP 61A0-06-)A-00500 W`` F F ; Q LOI`18 % \ \ 9 BN a. cleaaa . I / ® vmtectivefencingshallbethelaztitemsremovetldmingthafirmlclaenup. I HOLLY NELSON DAVIS 13. 11—red'17— I ZONING' R-4 v^- /�".X... ��� W\ �.v\ \ W �� v v �� i /' LOT'17, /^ C'9(• w 3' 0 Damaged trees shall be maW immediately by pmmng, f hmtim a oNermethods noomme M by ah specialist ° I I USE.' SFD UNIT ry / / / vv \ p ' / / - / •'` NOTE:ITIST E DEVEWPER'S RESPONSIBILI11( TO CONFER WITH THE CONTRtICTORON TREE CONSERVATION I I D.B. 4737, PG581 N REQUIREMENTS. I I _.LOT16,! \\\ - - C\1 Q qC 10/11/20 I I �__�. -� / / : : : /F �' �F % L6 -..5 ` w @ On \Q O OWNER SIG ATU CDATE) I I —"—'-- LOT / / / / l �. `\ �� �\ b/` % Yam\ \ • I C / O _ I - LOT1 w \ CONTRACT PURCHASER SIGNATURE (DATE) 11 I /J 6' PLANTINGSTRIP. / LANDSCAPING�� \ ® ,N C W ACCESSAND / \ 1 S/lluh Page l of I I ' / / / / / Q T `�/ LV l \13 1 \ � J 6 LOT 2 // MAINTENANCE / B yqq��� �FC� fv W W 4, I J z EASEMENT a IMP 61A0-06-1A-00600 / P ` � / ey �tq / F� .p,Y .v .k .� - � DENSE FREES ® o VAN DER VOORT, THOMAS L JR --- - y/ l ------------- ORl ' LOT 3 f/ Q + THE O �� k / F, F W W k \ I I U) U_C14 rr nn ✓OAN L HORN - i/ i - i q \\/ OF m v m m i �, 6' PLANTING STRIP W V \\ I ZONING: R-4 i l i b b \\ Gk ./ i / z° I I I USE: SFD UNIT i l i \\ i' Y\ r \` .; r' ' ' �' - --- \ I la" D.B. 4619, PG.485 --- -- -1 _ i l / / LANDSCAPING / \ \ \ / W —'� \ ° �501 O w 3 I I 105'f 10 - -- -J / �— ACCESS�Nd / . ' / 3 I I -®_® LOCNL MAINTEN/�i1GE/ _ _ ,Y / // \ BENCH MARK �7 J Q IRON ROD U 14 I k` - _®_ p,;t --=s - - / LOT4 EA SIEVE !` \ ELEV=396.24' Q U) LOT 12 i O w II —.—• tflttE}RI \ < /" ) \I I PROPOSED STRE T U 0 8 \' I t54' R/W) a i / ,< i' / /' / _ 3 TREES (TYPIC L) m ° I �� `\I \ ,�\ \ ". •;_. �, —_ --POBLI OARDM NEU BYVMT- / �\\v/, / .LOTS \ <,/ /,i\\ /l L 1 ----------- — — r LANDDSf P1NG' 10QR A�CCESSAPID \ r ----- ------ = E \< III I NL�N g�� 2�� a \ MAINTENANCE \\ I mUl z z' \ I ooa°o° \ °� ♦�� -'a W .v W W W .p W W .p .p W W .p \ " ° P \\ \\ ///.... \\ \ W 1 • i I 'II • VJ J W N v T�2EEl iREI" W 6'�LAryTING STRti v \\ / LOT 6 - \ `\ \ im LOT 11 II o z_ // ATYPICAL).F W W W W W W W W W\\ W W ,... °' \\ �/ / ,/ \\ \ \ I \ I 1... I � I z 21 / I ,� / a ° IµJ W W W W W W W W W W W W W W W\\ .y ° ,-, \/ //\\... \ �\ 1 I - ? Imo@ W \, -- — I ..W \ P 19 AR I. .v W\. W Z / J 0 /-I \ I / ,. ^ W W W W W W W W W W W W W W W W W\ W •Y `\ \\ �i �\ `t I ') --1 LL J J i I / ^ W W W W W W W W W W �• W W W W W W W W W `ID$CAPIN6 A�\ \ / /' s' `. ° °, .�W •Y W W W .F W W •Y W W W .F W W •Y W .h\ WY \\ •• -.. \ \ \t J/ !''ACCESS AND \\ \\\ I (W / i I I f I I O MAINTENANCE \\ \ o v I 22 ,\\ W \\ W � -- yam/ EASEMENT' \ \ ` /; / I W .(. W .y W W W W W W .y W W W W W W W W `W .y `\ \ \ \ / T\ �..... LOT ZO I d W U) \\ / ,+ / •i a// / N W Y• W W W W •Y W W W W W W W W W W W W `\W W`\`` a �// \\ LOT 7 \<♦I I I\ W II ! I 11- 1' I 23 \ / / // e. W y // W W W W W W W W W W W W W W \ \W s dX \ i I 3 QR FIC FIC 0 Q ax \ a / °/ / / ^✓ W , .k �j W W W W W W W W W W W W W W W W W \\ W y , \ \ ° \ Y--, _''\ I I W\ I ,y I I I - 9• W WY W W W W W WY W W W W W W W W \ W sp `k - - , - \ I_ '! 1 I _ _ _ _- - LOCHL YN HILL \ \ �\ `+ - z LJ y \ / / / / W >Y - W W W W J• W W W W W W J• W W W W W W J• W\ W W \ \ �' 1 \I W 1\ .. —� zm I TMP PARK- CURRENTLY - -- I5' CD CITY OF CH / W W W •Y W W W W W W W W W W W W W W W W W W W\ W W \\ \ \ / / UNDER CONSTRUCTION P-EIP CD / W W W J, = Y .L .k W .I• W W W W W •Y W W •Y W W W W W\ W W / \ i i __ -..... \F W I I I PARCEL A N LANDSCAPING I 24 m ACCESS AND w B PLANT LIST W USE: PUBLIC r �• W W W W W W W W W W W J%\ W O/ \ \ 1 1 .N>•\ I W I LOT 9 I I DB 507-4 O = o \ 1 \ 1 I I I MAINTENANCE i � � 25 W W W W W W W W W W W W W I W EASEMENT SYMBOL BOTANICALNAME COMMON NAME SIZE CANOPY STREET TREE QUANTITY TOTAL CANOPY W W W W W W W W W v W W \ ,. LOTS y \v EA iY/I JOB NO. 0 CANOPYTREES p v W W W W W W w W m m m m fQ II I { i - °- 1 1 1_ ___ _ ----- 112062 0 6\ BIN BETULA NIGRA RIVER BIRCH 2- 21 2" cal. 397 9 3573 W W W W W W W W W W W W W W \v f s W W W .F W W W W W W .F W W W \ W 1 _ 1 \ 1 -a y AR ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 2- 21/2" cal. 452 40 18080 L-- - W W p \ o SCALE CALE / QR QUERCUS RUBRA RED OAK 2- 21/2" cal. 424 13 5512 W W W Y W W W W W W m I m m N, -- $ \\ 1 it=30' EXISTING TREES TO REMAIN p W" W W W W 5 8" W b23.1 v° I MAPLE (YELLOW) 16", 24", 24" VAR. 3 2013 -f� _ a / TOTAL: 29178 1 0 I —. — —A,—m— — ——=r,—m— — s - ---- STREEIA�J- _ l SHEET NO. n 1+o m 1 P CURRENTLY UNDE FOR DEDICA110N) 16 — —. — m - �. - Page 614-52 April 2015 Typical Traffic Control Lane Closure on a Two -Zane Roadlrar Using Flaggers (Figure TTC-23.1) NOTES Guidance: 1. Sign spacing distance should be 35W-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 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. Generally speaking, motorists should have a clear line ofsight from the graphic flogger symbol sign to the flagger. QR!Lon 3. Where Ri of-Waofgeometric conditions prevent the use of 48" x 48" signs. 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 6E.01. Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H4 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. 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 quette of trafjPc reaches the BE PREPARED TO STOP 013-4) sign then the signs, and portable twtnpormy rumble strips (PTRS)t, should be readjusted at greater distances. 10_ il7nen a higim(n-rail n'ossing exists within or upstream of the transition area and it is anticipated that 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 6E.08). 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 RUXIBLE STRIP$ AHEAD (W20-3-26) sign shall also be utilized. Posted S eel I 0 - 35 36-55 n h 11 PTRS Spacing (Center to Center) 1 5 Feet 8 Feet t 611-52 April 2015 Typical Traffic Control Lane Closure art a Two -Lane Roadirav 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 Houre 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. Crmeralh speaking motorists should have a clear line of sightfrom the graphic flagger 53mbol sign to the flogger ROIL 3. R'here Rig dof Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs maybe used udard: 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 wet 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 6H4 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, ors oscillating light shall be parked 80'-120' in advance of the first work crew. lion. 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. I the queue o traffic reaches the BE PREPARED TO STOP Tf 3-4 sign then the signs, f q f .fl' I ) gn gn , and fused At r portable rlgtorary rlanbfe strips (FIRS), should be readjusted at grouter distances. 10. If7ien a highway' -rail crossing exists wirhm or upstream of the transition area and it is anticipated that 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). udard: 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 %,chicle 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 approaching from both directions- a single flagger. positioned to be visible to road users approaching from both directions. ni<Tv be used (see Chapter 6E). udard:' 14. When approved for use, three portable temporary tumble (PTRS) snips shall be installed across the entire navel 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 roadway. When the PTRS are installed, the RT--NIBLE STRIPS AHEAD (W 20-N'26) sign shall also be utilized. Posted Speed I 0-35mphb- iur vh PTRS S acin Center to Cente!2 1 5 Feet I S Feet ApB2015 Pap 6H-103 Road Closure Operation with a Detour (Figure T117(748.1) BARRIER DELINEATORS 6 BARRIER PANELS \ / SEE NOTE 12 TEMPORARY BARRIE0. - \ R11 2 Rena SEE NOTE 11 crosm CLo3m ® ® / ® ® > �si. Mini spay � o TYPE B *W20-3 m WARNING LIGHT No 6 ®Z�-W2� "ROAD CLOSED ¢ R11-aa .taco Rl pL � : \ LOCAL TRAFFIC wu . Manyz ♦ ONLY" BARRIER ® WN \i �_ �(R11-3a) v J/ April 2015 SEE M4.6NOTE2 FRZR 7 6F M3-2 -.OR El SEE t 1 NOTE 6 M4-9L .' M61 SE SEE NOTES 3 & 4 . plg NOTE2 SEE ® NOTE 1I6p i�� ORE50] M1-4 Z M4.V3L' ®IMti-1L 09 SEE NOTE 2 DERIUR 1"J202 f1310N 33S T AIaAD QB-9W as 1 1: Re, kwn 1 - 411 2011 rI Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TIC-23.1) i 500 Jo 0 NOI LViS 63001T1.i r� / O 50'-100' 0 o �- SEE NOTE 4 + 00S 'PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) - 1 Ren:iool-41L•2015 -- T ❑ / GRAPHIC SCALE 50 0 25 50 1BB_ 200 ( IN FEET \ 1 inch = 50 A/ 16 A / 7 CKEr ARK - 1 / R L F/ Apri12U15 Table 611-2, Taper Length (L) Pate 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 50 450 500 550 600 " 55 1 495 1 550 605 660 " 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 1: Revision l-ar/2015 9 orNsr mcrs -- _ _ - 2 'I E' IS)!y \°\aucR \ - L�vL/0� ro Q G1 orNsr mars oq° W/oT .11 Par \ \ \aTaN\NSio '\- a Page 6H 53 o R I 10 I r I x \ \ - - z 3 a� 4 c wecs LOT22; \ I 4 ,I -__- • - ,/ LOT21 105.13'A `I I z p!'Eiy'rfAsyEg9.. .�a y 60, LOT20 12 ll \ \ \ \ LOT19 f� \ y / 5y I IRF / r r ' LOT \ I .19 "ROAD CLOSED" 0• r \ RF / I i / S 3• BARRIER R11-2 /LOT1¢'LOT15 a r F ( ) � PROPOSED R/W i LOT 2 / l l l I l 'ry l \ / \ �' I LOT14, v. \ OE095A ON AREA _ 13 - I / I/ / - \ \ a• Lo.ossacREsl 80'-120' I a i �j LOT2 a°'l / �^ oRi�L/iFq 2z. / ^� LOT 13 . r - I 6 'F / / l / , a''°aur�TFP//EY / OPEN4PA�EC :I i 9' 0.056ACRE5. IRF 1 _ - 1 _ l / (LOT 3 1hF Nr / . /. SHADOWVEHICLE __--_--- I rd' r- �/i ______ 4° / :v ego/ REQUIRED I`---- ----�1% ~ SEE NOTE __-� I • ic� I s _ 1 14 a,_ I WOHW . 1..- / .,1: - / / LOT4 501. Ion FLAGGER STATION vim- LOCHLYN HILL DRIVE j '. v L0T22 SEE NOTE 2 �� \ ... - (54' R/W) ®®- _____ _-____--_--__ 1 _ - �oepno mn�xrary vvom� / l � ,r LOTS _1 - 1 NOTE t �' //_ OR '-i �i �' i\ : / 'I _ _ilA_- _ 1 19--.-', W20-7 / -(N NY- k3 c •.. .. .. \ :� i i my 1 ti 1 : II W SEE � _ / � / � 1 NOTE 1 BE - i /1g, w W .. W . W . W ... W �� ` / PREPARED W34 "�h_ / / - pre - "' \ ;> LOT6 LOT11 SEE To STOP SEE NOTE9 \C/\�/ i ��\ y� /�' Ins j \� SINGLE LANE CLOSURE ALONG ; ,\ I I NOTE 1 RMKE1 / / // .�/ 21 _- W2OY2n / , / �/ / . °'_ ll,, SUTHERLAND STREET REQUIRED \ �;, '., 1tig - _- -123 -------- SEE I nRPS SEE NOTE 14 / NOTE' / l it --\II .. II 7 )�: �L j.-� OPEN SPACEU1 I II I YJ2Q4 / /r, I END ROADS WORK S FOR MILLING & OVERLAY WHERE ao63ACRE5 SEE j / 1 / \ 22 �� \ \ / / W I.. ` „ 1 I LOT 10 III _"°'F' w_o / \ SIGN G20-2 THE PROPOSED ROAD CONNECTS LOT7 i . . p F t ( ) / / \ 23 INTO EXISTING PAVEMENT �W I -- -`_ 9 I� l LOCHLYN HILL \ `1� I -- i PARK -CURRENTLY - - - �.>�>��g.->t - - 24 \, , \ _µ .. . W . W W ® "ROAD CLOSED" I r UNDER CONSTRUCTIO 25 \ f • " W • W W • "ROAD CLOSED " '`: \, aT8 BARRIER (R11-2) I 4 _ - WBARRIER (R11 2 --------- 0 _ � W ♦ V s _ N8 -E223.19' COMMON AREA>�Ar W- -- - _ W20-7 W20-7 OPEN SPACE 2 - - _ \ _ :,.. •. ...,., gUTHERLAND STREET n - SIGN SIGN "BE PREPARED TO S3'R W g4� E PREPARED TO W20 STOP" SIGN (W3-4) 7 \ ;28 20 i STOP" SIGN (W3-4) SIGN �4 21 PROPOSE - 29 i 121 if SHOULDER CLOSED RIGHT SHOULDER CLOSED b <; 30 13 j rr _� AHEAD" SIGN (W21-5bR) 134 --- 13s I AHEAD SIGN W21 5bR) 31 ONE LANE RIOAD AHEAD - -- ------------- SIGN W20-4 I -- "ONE LA REN OADD AHEAD" - I _ 32 I ( ) SIGN (W20-4) _ - - AD WORK AHEAD" - 89 90 - - ROAD HEAD" - \--_- 74 SIGN (W20-1) __ - --- � _-------- AD WORKA N \ 88 - - - I SIGN (W20-1) No. 35791 2/1/21�� ZONAL - F z w O z f a O O U vJ '" U z Z Lu O on (AO U O o a W . E a w z w Vl W ZM N Nt M � z Q � o W N IO z� o N Q W a % o U` w J lL z LL z ` ° aDr/ RO EIEY.- \\ / `^ 1-4Y L ° a w C U L9 F_ ~ L- 0 O w O s 3 z J w Q Q U ° _ W z Q� I J z� Y 1 J I� 0 w z w = a Ul 1� C ° az z (n J Zz w w z w U w 01_ LLJ O N Z � _--I J o JH U o F_ W a Wa 0 N x L \ o ° O N \ Lu H w ° E U a Ln JOB NO. 112062 0 \ S m m ° SCALE 1 "=50' ° ` m 0 SHEET NO. a 17 m