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HomeMy WebLinkAboutSUB202000133 Plan - Approved 2022-05-06GENERAL NOTES OWNERS: 061AO-00-00-00300 061AO-00-00-003AO & 061AO-00-00-003BO 300 SECOND STREET, NE PO BOX 1486 CHARLOTTESOLLE, VA 22902 CHARLOTTESOLLE, VA 22902 061AO-00-00-00600, 061AO-00-00-00700, 061AO-00-00-00800, 61AO-00-00-00900, 061AO-00-00-01000, 061AO-00-00-01100, 061AO-00-00-01200, & 061AO-00-00-001300 MEADOWCREEK TOO LLC 230 CHESTNUT OAK LANE CHARLOTTESOLLE, VA 22903 DEVELOPER: MILESTONE PARTNERS 300 2ND STREET, NE CHARLOTTESOLLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESOLLE, VA 22902 (434)293-3719 TAX MAP NO. & AREAS: IMP 61A-6. 0.201 ACRES IMP 61A-10. 0.201 ACRES IMP 61A-3B. 0.852 ACRES IMP 61A-7.• 0.201 ACRES IMP 61A-11: 0.258 ACRES IMP 61A-3A: 1.149 ACRES IMP 61A-8.• 0.201 ACRES IMP 61A-12. 0.201 ACRES IMP 61A-3.• 0.781 ACRES IMP 61A-9. 0.201 ACRES IMP 61A-13: 0.206 ACRES OPEN SPACE LEASED FROM IMP 61A-4: 0.049 ACRES TOTAL ACREAGE: 4.501 ACRES ZONING: R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT (STEEP SLOPE OVERLAY) PROPOSED USE. RESIDENTAL DEVELOPMENT - TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS (14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS). NOTE.- THE EXISTING USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED AN EXIS77NG SINGLE FAMILY HOUSE. DENSITY.- ALLOWABLE BY -RIGHT DENSITY. 4 DU/AC PROPOSED DENSITY.- 4.501 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED BONUS DENSITY: AFFORDABLE HOUSING (UP TO 30% INCREASE) (2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT 18 UNITS BY -RIGHT + (2) AFFORDABLE UNITS + (2) ADDITIONAL MARKET RATE UNITS = 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.501 ACRES = 4.89 DUA NOTE.- TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227 DENSITY INCREASE OPEN SPACE.• TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 25%) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.27) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA RON, EXCEPT OPEN SPACE E. OPEN SPACE E SHALL BE OWNED BY PARCEL 61A-04 AND LEASED TO THE LOCHLYN HILL HOA. ALL OPEN SPACE (EXCEPT OPEN SPACE E) SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT. OPEN SPACE A = 0.929 AC OPEN SPACE B = 0.080 AC OPEN SPACE C = 0.056 AC OPEN SPACED = 0.063 AC OPEN SPACE E = 0.049 AC (EASEMENT) TOTAL OPEN SPACE = 51,315 SF = 1.178 AC PRESERVED/MANAGED SLOPES- NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. DEVELOPMENT OF THESE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE FOR MANAGED AND PRESERVED SLOPES. BUILDING HEIGHTS: MAXIMUM ALLOWABLE BUILDING HEIGHT IS 35' FOR R-4 ZONING. BUILDINGS WILL NOT EXCEED 30 FEET. SETBACKS: FRONT.- 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE.- 5' - MIN. 10' BUILDING SEPARATION REAR: 20' MINIMUM COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD SETBACK, PROVIDED THAT THE NO SUCH FEATURE IS LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. SUBDIVSION STREETS CURB & GUTTER WATERSHED: MEADOW CREEK WATERSHED. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY.- TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, NOVEMBER 2018. THE BOUNDARY LINE INFORMA7ON IS PROVIDED BY KIRK HUGHES & ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JANUARY 2020. DATUM: NAD 83 EXISTING VEGETATION. THE PROPERTIES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF 7HE EXISTING LOTS. THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXISTING PEN PARK LANE. LIGHTING. NO LIGH77NG IS PROPOSED PARKING. (14) SFD & (8) SFA ATTACHED UNITS = 44 OFF-STREET PARKING SPACES REQUIRED MINIMUM (2) OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES TOTAL PARKING PROVIDED: 44 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS FOR THE (8) SFA UNITS = 2 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 30 SPACES PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES: PARCELS 1-22 EACH CONTAIN A BUILDING SITE 7HAT COMPLIES Wl7H THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN BURIAL SITES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF OF THE PROJECT STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPER77ES OR WITHIN THE LIMITS OF THIS PROJECT AREA. FLOODPLAIN. THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 327.9 OF THE COUNTY CODE. A LANDSCAPING PLAN IS PROVIDED WITH THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: A PARK IS BEING CONSTRUCTED WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN SPACE FROM THE PHASE I DEVELOPMENT. THE PARK AREA MEETS THE RECREATIONAL REQUIREMENTS AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS BEING PROVIDED: TOTAL AMOUNT OF RECREATI0NAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF TOTAL AMOUNT OF RECREATI0NAL AREA PROVIDED: 40,486 SF OPEN SPACE: OPEN SPACE AREA (AREAS B, C, D, & E): 10,829 SF (0.249 AC) - 21.1q RECREATION AREA OPEN SPACE: 40,486 SF (0.929 AC) - 78.9% TOTAL OPEN SPACE: 51,315 SF (1.178 AC) ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO THE HOA WITH THE RECORDAT7ON OF THE FINAL SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA. NOTE. 09 OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN SPACE IS LOCATED WITH MANAGED SLOPES. OFFS1TE EA SEMEN I• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT WATER FLOW CALCS: MAX HR 0=11.4*88�0.544 = 130 GPM (130<176, USE 176 GPM) MAX HR 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.• FALL 2022 PROJECTED BUILDOUT DATE.• SPRING 2024 LOCHLYN HILL -PHASE IV FINAL ROAD PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA rccx , s' \\ 3 1 \ \\ i 1 \ LOT 21 \ S8 49-SB•E N �143 E -- •.. Lorin s 2114' •' 1T464. E• .� LOT1A / F� \ \ 5 N lI•ISYO' W ' •JQ/d,• . `\ ,5. / \ Lonz� inn r,Qi \\ A HN-pF ��•1d , af4�1' LOCHLYNHILL PARK -CURRENTLY COMMON AREA l. OPEN SPACE 2 • .r • . • . . . . • ' ♦ v . • • ' . s r ' • ♦ v • r • • v • • + 5 96'4S3Y W. im' • - 1 _' -- ., qp0 .. 1 ---- 2 Ar --- - y 410 _ ---- - -- 3011I� I 127 �i 1 JR 130 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. 390 386 126 1 125 124 123 122 1 121 1 120 380 GRAPHIC SCALE ( IN FEET ) I inch = 60 ft. DEVELOPMENT AREAS: LOT AREA = 2.466 AC (54.77) OPEN SPACE = 1.177 AC (26.27) RIGHT-OF-WAY = 0.859 AC (19.1%) IMPERVIOUS AREAS: BUILDINGS = 40,800 SF (0.94 AC) DRIVEWAYS = 11,000 SF (0.25 AC) SIDEWALKS = 7,250 SF (0.17 AC) ROADS = 44,300 SF (1.02 AC) PAVED PARKING AND CIRCULATION AREA = N/A VILLAGE 0 SQUARE" D TOyNF EN ERPARK 6v D NORTH 768 �`L �2 o pFN pqR "PEN PARK" �oF� �N COUN CITY 1 Fo NICHOLSON ST. SITE VICINITY MAP QP SCALE 1 ° = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 BOUNDARY LINE ADJUSTMENT PLAT 3 EXISTING CONDITIONS 4 SITE PLAN 5 UTILITY PLAN 6 GRADING & DRAINAGE PLAN 7 TYPICAL SECTIONS, NOTES, & DETAILS 8 NOTES & DETAILS 9 DRAINAGE MAP 10 ROAD & UTILITY PROFILES 11 ROAD & UTILITY PROFILES 12 DRAINAGE & UTILITY PROFILES 13 DRAINAGE PROFILES 14 DRAINAGE CALCULATIONS 15 DRAINAGE CALCULATIONS 16 LANDSCAPING PLAN 17 MAINTENANCE OF TRAFFIC PLAN 18 SIGHT DISTANCE PROFILES 18 TOTAL NUMBER OF SHEETS LEGEND ROADS EXISTING CULVERT CULVERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH _,,,____.... EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN zoo EXISTING CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVAT70N TBC DENOTES TOP/BACK OF CURB T/8 DENOTES TOP OF BOX APPROVED by the AlbeDevelmarle County ComDate ON/06/2p22epartment Date File SUB202000133 4PPROVAL: %GENT FOR THE BOARD OF SUPERVISORS DATE: SCOTT/R. CR7LLINS'Z No. 35791 A 04/05/22�� z z z w w w 0 Z a 0 0 0 m U ; Z Lu o co > 0 0 0 z U U U O O Ln H a a a �" wi wi V l � u vL u w w w N O N 7 ^ .. o 0 L9 M zM N � M N 0 W N W > zLL] J LLJ L O z� WC) Ul LU w J L I^_ J~ w Oa U0 N LU 0 a w LU O 112062 SCALE AS NOTED SHEET NO. 1 o(j o� c c � `o c o - U N m o 0 �j,TH OFF SCOTT R. LLINS7_ L) No. 35791 02/08/22 IONAL E��1 z z z z w w w O z a O O O O ,w 17 U UU U V, V H - H Z V) Z Z Z u � � Z) o O z o 0 0 O a H a a a w z o 0 0 /� O N N N N N 00 n O ti M Z M N M d' Q N J O � W N cl Q W � Z w �_ J Q Z _ J z U) � � > cn O w Q = z WU J J ' J LLJ = cl z z Z(� J_ O � w U O J� J~ w 0 u� o� w w W Ln JOB NO. 112062 SCALE AS NOTED SHEET NO. 2 NORTH ` LEGEND: TMP =TAX MAP AND PARCEL ® = INGRESS AND EGRESS EASEMENT PARCEL IDENTIFIER &TITLE SOURCE: \\ RfW D,B. =RIGHT OF WAY (HEREBY VACATED) TMP 061A0-00-00-00300 O LOCHLYN HILL DEVELOPMENT GROUP, LLC TMP 061A0-00-00-00600 MEADOWCREEK T00, LLC TMP 061A0-00-00-01100 MEADOWCREEK T00, LLC PG. =DEED BOOK SS/E-1 = 20' SANITARY SEWER EASEMENT LOT 1 RESIDUE �D D.B. 3487, PG. 145 lO D.B. 3487, PG. 145 f-- IRF IRF A/E-1 = PAGE D.B. 448, PG. 346, 353 (PLAT) =IRON ROD FOUND SS/E-2 = 20' SANITARY SEWER EASEMENT D.B. 4839, PG. 390, 396 (PLAT) LOT 3 D.B. 439, PG. 48, 49 (PLAT) LOT 8 D.B. 439, PG. 48, 49 (PLAT) S =INGRESS AND EGRESS EASEMENT D.B. 5392, PG. 596, 607 (PLAT) �"�--"�, 62•� , D.B. 659, PG. 387, 390 (PLAT) TMP 061A0-00-00-003A0 - \S�7g, A/E-2 =INGRESS AND EGRESS EASEMENT JAMES A. & BARBAWI B. NUNNALLY © SREVISED 390 TMP 061A0-00-00-00700 MEADOWCREEK LLC TMP 061A0-00-00-01200 LLC D.B. 4839, PG. 390, 396 (PLAT) LOT 2 O D.B. O D.B.D5109, PG.TO9fi VIRGINIA GRID NORTH r' D.B. 4839, PG. 390, 396 (PLAT) LOT 4 D.B. 439, PG. 48, 49 (PLAT) LOT 9 D.B. 439, PG. 48, 49 (PLAT) SOUTH ZONE (NAD 83) �pl, 8,,2j�REy,SFa J IRF IRFJ0 S sr1 , lgNF y��� ` \ R/yy TMP 061A0-00-00-003B0 JAMES A. &BARBARA B. NUNNALLY TMP 061A0-00-00-00800 TMP 061A0-00-00-01300 SF 73 D �jp6�F�? r�pFiyA 9 2�g p © D.B. 659, PG. 390 LOT 3 REVISED MEADOWCREEK T00, LLC �F D.B. 3487, PG. 145 MEADOWCREEK T00, LLC O D.B. 3487, PG. 145 w O - - EAST PEN LANE w R \ kD - 603 (PLAT) PAR / RTF 148 f IRK 444 — - 447 445.6 - E 12 14 21 r / NOTES: luz b @� \L+ THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 442 Ll a \ Q \ \ k / ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. eA N 62 // °> �NF\ s7 42J. 3 \ \ x / I i / / / 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD \ / COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION I F AL J \ EXISTING 18" DI \ \ 1 IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS I P + RWSA WATERLINE BEEN FIELD VERIFIED IN SEPTEMBER 2021. N v v / EXISTIN� q�fER v X \ V \ v v / i v V 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. 1 / AL 'o METER ( SITE - v v v v J - - - v / / THE MANAGED STEEP SLOPES ARE LABELED. V. 1 \ \ \ bow 4234 TO REM ' ) \kl \ \ \ 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. TMP 61AO-06-1A-00100 \ \ \ / 5. AN EXISTING PRIVATE WELL EXISTS WITHIN THE PARCEL BOUNDARY. HAIGHT, MICHAEL ROBERT & // THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL I COLLEEN PATRICIA GILLIS / ° k V A A� A \ - - // ! DRILLER AND WILL REQUIRE PERMITTING BY THE 1 ZONING: R-4 1 \ / \ \ \ \TMP 48B-1 / CHARLOTTESVILLE/ALBEMARLE HEALTH DEPARTMENT. I USE: SFD UNIT RF /� _ v v CITY OF CI RLOTTESAILLE 1 D.B. 45119 PG.673 \ EX1, I NG 1 \ \ TICS WATERL �' � �\ \ � PARCEL A, PEN`RARK � I \DB 507-427, 432 PLAT, PUBLIC GOLF COURSE DENSE REEs y� �79' \ ���� _ ' _ - %-N r0 Q v v V A ENE HIE(, EXIST! IMP 61A0-06- lA- 0200 INGRESS & EGR SS- \ \ \ METER (OFTE , EARL CHANDLER PARKER I EASEMENT D.B. 59,, \ \ � � , � PTO REMAIN) � I � LINDA MARIE PARKER V �1 RF \ - - - � \ � / / I 1 PG.387,390 v � r ZONING. R-4 / IR \ I Q A / / EXISTIREELINE I n USE SFD UNIT � i l V A A v l4i 47s � D.B. 4819, PG.739 _ - - _ \ — / \ _ TMP 61A-4 \ / EXISTING WATE(T \ I� TER TO REMAIN — _ 43B _ - / � / G ND SERVE LOT Z2- y / JA ES A. & BARBARA B. / \ i I NUNNAL L Y 1 I SINGLE FAM. RES. TMP 61A-4 F 419.2 �F2 R-4 RESIDENTIAL JAMES A. & BARBARA B. ��� _ ��� EXISTING WATER 3 v 1 DB 440-532 DEC/ NUNNALLY - �D�Fi A IMP 61A0-06-1A-00300- RwA L LOT / � o qr I METER TO REMAIN 1 SINGLE FAY. RES. � 4 AAa " - - - AND SERVE LOT 21 Z HENRY-C-CHAWIN & \ DB 44 5 SAX / R-4 RESIDENTIAL TMP 61A-6 ��6 Ug /�T I \ \ KATHERINE LOUISE PECK R p- OB 440-532 �� EAbOWCREEK 700 LLC ° \ sic pJ h/J - ZONING. R-4 LOT 1 v SINGLE FAM. RE . ° arF EXISTING WATE \ R METER TO REMAIN / GRAPHIC SCALE USE- SFD UNIT - 1 DB 448-351 PLAT N R- RESIDENTAL v 478 AND SERVE LOT 20 D.B. 4794, PG.131 _ - T 1� DB 3 -145 v EXISTING FIRE 30 o s so so 2( LOT S \ - - // EXISTING MANAGED DB 448-351 FLAT v A v HYDRANT TO EXISTING 18" DI \ - -434— SLOPES TMP 61 7 \ REMAIN RWSA WATERLINE /CLEAN �� WCREEK 7LLC IN FEET ) / OUT l ®® �7NE FAY. RES. R \ EXISTING ATER TMP 61A0-OU 7A-00400 i / -4� SIDENIIAL METER T REM -AM inch = 30 f MICHAEL CORBETT / 487-145 ° 47 .8 AND VEtOT 17 I V � / _ � �/ I' JJJ I� �-I�r � EXISTING WATER MICHELLE CORBETT I - METERS TO REMAIN ZONING: R-4 �� / ' / - DB 448-351 v/ TMP 61`li AND SERVE LOTS 15 D.B. 485D PG.56 T DOWCREEK TOO LLB A USE' SFD UNIT BOUNDARY LINE 11 _ \ }Sl7y.y 43 DElK _ /\ SINGLE FAY. RES. v & 14 _ ADJUS MENT: _ - \ - R-4 RE51DE�L _ _0_- AC S 8 '49'56 E \ N 60 5� � 3487 IR �� 3 EXISTING TREES 1 5 '4$ \ 4� <� - - TO BE SAVED EXISTING WATER \ - / 448-35_ T 6?'77, _ \ METER TO REMAIN i N l 1 �i�'lO" W AND SERVE LOT 13 - -� 5 2� .14' �N 88.5�'I " ` N 2 4" E ; �i �� �� / F ¢�o n _ _ , �/ A / % % , 7Z3 N N 11'15 10 W v 39.48 ^ � �Q � > owcREEK c S EXIT -LING 10" DI a TMP 61AO-06-1A-00500 \fhG$A WATERLINE / / I7 ��'DECK / HOLLY NELSON DAIS �t RESID v I ' ZONING: R-4 o D 48745 v / A ` i EXISTING W TE D.B. 4737, PG.581 L — W USE SFD UNIT w / / B 448-357/�� TMP 0 - H F 'IRF IRF METER TO B \ MIEADOWCRE ABANDLSNE 1 / ��������' 'SINGLE FAY. RES V / i _ a _ - REs L c� _ - EXISTING WELL & / - 4 IL /A / o - �V - D 48 - PUMP HOUSE TO BE v v LOB. -_ REMOVED URP l v DECK DB 448-351�tr1I� / c Zc <1 .� V / / RW _ DECK y V i / / / w O 6 v RIM fMH=405.35' /// " TMP 61AO-06-1A-00600 / INV IN 8; DIP=400.1' V s \ v _ EXISTING 2" AC' D�INSE TR s / I VAN DER AOORT THOMAS L JR INV. IN/ 8" TOP (W)=398.5' \' — — — \ \ \ WATER MAIN & / " - v �TERSSERVING V / OR JOAN L HORN / EXISTING OHE ,l / / L v v ^ / / 96.9 v v v / v TMP 61A 11, 12, &_ USE. I SFD UNIT / IM MH-3� \�v v A v v v / , 13 TO BE I I OU 8 TCP-398.2' I POWER LINES TO BE \ REMOVED ABAN ap \ D.B. 4619, PG.485 T� I „ ( )/ 1 \ \ / \ \ - DECK I / / / 5�1 cN " �/� DONED 00�0 \ I / INV. IN 3, CIP N�-393�8; �JAMESTA &1BTIRBARAvv v DEC '' j / INV./IN 3 IP NW =392 _ 1 \ / / BENCHMARK i ( )_ v I — — — �� EXI G / INV1 IN 8 TCP=39 .8 NUNNALLI \ TMP 61A-11 \ / / /RON/ROD N r1 0 - / ELFV.=396.24' i - SINGLE FA RES. - \ \ DEC MEADOWCREEK TOO-LLG DE ES HE '- IN _ / V. %OUT 8' TCP 390.7' � / DE OLISHED\ / R4 RESIDE%CINQL \ \ \ \/ SINGLE FAY, RES DB 466-52 \ (T'TICAL) / L07 3 v/ \V v R-4 RESIDENTIAL / DB 3487-145 / 1 , / \, / \ / DB 659-390 �ttAT - 'o. \ \ \ \ \ / _ LOT 8 4035 ---- �. A I - BBB 44� 351=401.7�- \� TOO BEVACATED PE / `o' Nz s \ h EXISTING - " ( ) ' EX G EASEMENT /A V v " _ � I vINV. IN 4 PVC NE -398.8 EXISTING 8" DI ��NN� 9 2 Iii('� II ^( )_ — ��o i SPA 3 V V�v HOUSES IUD INV. 1N CIP NW 397.8 WATERLINE G. I e 47ss v V v I x 5 1/ x 9 / V DEMOLISHED / A H�FI 6, _C111 INGRESS &EGRESS / ; \�� \\ \! \ \ \\ \(TYPfCAt) i N \ FCl Poo ME j lil m z I EASEMENT D.B.4839, I/ �t, \V v \ \ _ I ADOWCREEK TOO LLC o l v 38z7 38z4 }�Q , / PG.390,398 ��� v A \ V v I - �EIREMO EDTO R�4 RESIDENTIAL v� rnIS NG WA / I D /NSE TREES \ \ y I -+— NEW M H TO B E I \ 1 � DB 3487-145 TER TMP 67A 3A �JAMES A. &BARBARA B. A v v� INSTALLED IN LOT 70 Q, ET RS TO BE NUNNALLY / v vv v v I I �X Rwa DEC N X v A AME LOCATIOWB 448-351 PAT o y BA DONED SINGLE FAY. RES / � \ \ � � \ \ \ \ I R4 RESIDENTIAL A EXISTING HOUSES ( \ EXISTING EASEMENT' - — BE DEMOLISHED DB 466-52 / LOT 1 \ \ , TO BE VACATED (TYPICAL DB 659-390 PIA- s v �� EXISTING PARCEL LINES TO N of \ \ FEDERAL 1 EXISTING 6" ®� /.� / / E VACATED (TYPICAL) A \ DAM BREAK \ -FIC -- - - � \ � \ SEWER LINE TOLOT � zg' FI I I I / INUNDATION - �•, / � // i � I � ZONE � v � I BE REPLACED / REMOVED (TYPICAL) I \ A T_ - -- DECK ) (PER COUNTY GIS) \ \ \ I I WITH NEW 8" 5DR / EXISTINGTREES TO BE I // TMP 61A 3 �� I \ I 135PVC SEWER �I TMP -I / \ LOCHLYN HILL �I EXISTING AI M�DOWCREEK IA 13� CITY OF CHARLD / RCEL A, PEN PARK / DEVELOPMENT GROUP I AN. SWR TO \\ �INGLE FAY. T RESOO , - - `� USE APUBLIC GOLF COURSE i A _I /�MP AO-06 1B-000AO / l / VACANT ENTAL I RIM MH=390.40' �REMOVEZ➢ ` )7-4 RESIDENTIAL DB 507-427, 432 PLAT / 7 / IDB 3487-145 LOCH N HILL/DEVELOPMENT/ / / DB 4839 390 / � I �� INV. IN=376.40' _ � A LOT 10 ,' I / / \ DROP INV. IN 382.40' \ D� 448-351 PLAT / \ INV. OUT=376.30 SANITARY SWER LC YAE -0 DEN -SPA 1 B A A 397 0 B. 44� PG. 197, 243 LAr)/ / / / - - - - - - — / / / / — \ -- 3�X MH28A & \ RF / / _ / I I v , UPSTREAM a115:65' ` / /� // �-8V 3„ W 623.15 ?1`3 --------- 20. 4 a • a / / z 400- - CITY OWNERS -- � / y 299.87� , — 00 sb� s - - - — — — q Tsd� —sm '� OF SANITARY pLq URRENTLY UN FOR DEDICATION) n COD��C�N AREA //�/ ' ;; 4�i� ;' � � , � � — v ��sdo . e _ NBA - SEWER BEGINS _ OPEN SPREE 2 / \ �-5�-�� --r�--dd ' R1w) M MH=89.85' q - 7l —Jv a I �I S - ^ , . B„ ANSWR I FCC I ,390 1 r / I/ 5 ' RIW R N PRE No. 35791 02/08/22�� TONAL Vl � z z z w w w o zo a O O O U U z z z Z o m N o 0 0 U U U O o a H Lf) a a a w Z w w w N 11 \ ' O N O N .+ o M N J C) i^_ WN N a W a > C)� Lf)0 w J J zo O� Z J _ z > 17) 'L. � o 1 I'1 w > 0 z V �, 0 0 0 O LU U = � zJ a (� a = z zo n U W f— ` J J r—I 0 T w = w E Ul z° CD CD z U) J z w Z U w U w � W O N Z IIYL J o J�U) vJ o F wa 0 a a 0 U x x o O lJC LU w U a L 00 JOB NO. 112062 0 y ° SCALE 1 "=30' ° ` ° SHEET NO. a 3 N V RT 148 k 2- AREA OF VDOT 1 STD. & OVERLAY + PROPO D VDOT / \ CG-91DNTRANCE \ I ,1 IRF F /S) p°BUT�q ,qNF \ \ ---: ---- 2 DENSE TREES • /'9' '. \ \RO �� /QT'9$TF \ IR OWIRF < Tq \\ IRF SM R. LLINS'Z U No. 35791 10,E 04/05/22�� o��`SSIONAL E��'\ U) C L z z z z0 o f 0 a o 0 L z z }0 U r Z W co> o N o 0 0= U U U O O Q W Cr W F�1 a a a i Z 0 0 L v) U) u W RWA L lu Z DECK r�" \ \ NO PARKING TOTALS: 107,394 68,359 - b \ li SIGNS tu RWA[ (TYPICAL) Total Lot Acreage: 2.465 = z � ' R 90� GRAPHIC SC,\1,1; , \ \ \ PROPOSED ROW DEDICATION AREA � / \ 30 0 15 30 60 120 / PROPOSED\' \ _ LOT22 / '�-CG--12 (TYP.) � sR \ (3) EXISTING STREET i Z RF \ \ TREES TO REMAIN PROPOSED IN FEET ) / / C ONSTREET 1 inch = 30 fL � cli N STREET SIGN\ , / \ \ PARKING m - 1 OPEN SPACE E \ '-� �°'MIN. BLDG / / ' LOT 21 SrFRONF • ° \ (TYPICAL SPACE x18PROPOSED 6' PLANTING STRIP TO BE 0.049 ACRES E -\'-SEPARATION , / / q� �I \ INCREASED TO 15.5' IN THIS LOCATION N� 43 (TYPICAL) / i °j �Ck\ \ \ TO ALLOW FOR THE (3) EXISTING - S 85°49'56" $°,Sj \ 50.48' E 60.5 W i / ° ��i STREET TREES TO REMAIN. NEW 1 - - -' S HT SIDEWALK AND PLANTING STRIP TO BE -_ 6p6\ / b i % LOT20 h Co/ \ s�G O TyN �(� INCLUDED IN ROW DEDICATION AREA. N11'15'10" W W W W W W o 23.14 W N 2%4824" E. WOAFilj o 1 /' LOT 19, ��/��o F g3 0.j rJ N 11'15'10- W 74.56' 16.z1' y �/ W31.4$'W W W ��8W0,IV R(C B .s9•s1, iN Z Q i< AFC, R Cl? 7.00' RF % { pp, .\ W W W W W W y W W VGSW W W V/�� y �� LOj 18. / \ co O . PROPOSED W . °J • \ \ .W W W W W NO PARKING +• W W O=x� �� 19, ` �FCk /,,3y / ----- SI'GN PY <v s 2 \ \ 'RF � i F IRF IRF � N ARSFTgq-K .j\w \W ��� /. LOT 16\.' FRON S a � a k T � '/ /\--_'-, �8 W dR � 2 // � L01 `�S %�e'9cK �$' • � PROPOSED � LOT 1 /� PROPOSED 3 DEDICATIONAREA I e / 6' PLANTING STRIP / it CG-2 CUR$' f �`�, /' \2 F ?$' / �OFCk f LOT �� i /` W W W a^ - ` (0.095ACRESf ` _ 0! J LOT 2 /�°'% o' //, r e qT�< 2d / pF(k / LC�T 13 /� W W W W W W o O 0- lc)W Fq3 W m _- - I / � Q-/ �•�.' PROPOS � / � � 0- 'OPEN I 1 22, F�K pro/.,A�W��'RE5. W CV _ z5'-MAX°ERONTi i o ° STREET SIGN Frey HMFN W W W W W Q o z r-----ge Ml(. BLDG LOT3 i y ti, FyO p� / RF N Q N SETBACK l r /aft / n PROPOSED "" i ,v. \ 6' PLANTING STRIP a I � r SEPARATION- i _ /, \ F o - PROPOSED ; J NO PARKING Q O (TYPICAL) r --STOP SIGN i SIGN (TYP.)/ , �L .�.. I r l / // i O• 4y 501 05� TO 58' -___- , i PROPOSED �v' F�, VAR. WIDTH SIGHT / / ,' RF °� i 0� s .�� qR, \ W 1 W J ° AREA OF VDOT �OCHL�N 6 MP OUT _ CG-12 (TYP.) ; T DISTANCE EASEMENT ,' / SFTggC � � T� �i6 ' W W W / � /, , \ BENCH MARK J Q N 14 LOT 4 K`' , - ° . " .. :. ,• ;, , , � � i \ \ \ IRON ROD J ° STD. WP-2 MILL -'i 6j, % i i ELEV=396.24' z & OVERLAY - i i .' yY/ / W % vv vv v �LOT PROPOSED HILLDRIVE 12 U) (54'R/WSTREETSLGN ' LOTS ----- OFOBCICROAD RAINTAINED BY DO-T- � oc ------ L9 m 0 -41 VA A e 4 UM/OUT PROPOSED 5 N S/ VDOT STD. ----- I O Lu w CONC. SIDEWALK/ypL. CG-9D--- W W W �' i (� vo N�6. QG� �6HTq)STANCE W W v W m W m W d 5��\�'� �' Z o lk k .v w m m v .v m w w m m w m• T ` O // ' v W { PROPOSED 6' eLANJINGWSTR(ty W W Ojiy\ \TS \' / / LOT 6 NO PARKING LOT 11 y VDOT ST U ° I SIGN.(TYP.)JICG-9D PROPOSED 4 OG-6CURB----- ...... - -- YI J�I O>, _ "_ I 21ONST EET j 1 1 , PARKING 1 , -O 9 ,,\ \ '\ , 9 p�JJ,✓//�,JW �° /W W W WW W WW W WW W WW W WW W •WL W WW W WW W WW V. •WL W WW W WW W .WL W WW W WW QNSTUEETW I 8'M11 I •� I I ACES ( ,x20') (TYPICAL)PARKING >Z- CD SPACE ul SP CE (90. 063 ACRS W u- zw`o W /' W .L W W W W W W W W J• W W W W .y W �, (TYPICAL) W W W `"\ ` / N I W W ♦ LOT10 11 I I I Z z / • • • ° , \ a I W W I ZO' MIN. BLDG D w (] Z LOT7 II IW W W A II SEPARATION Z1 �;. �/ W W W -\i\ / �' \/ r . = ^ WJ• WW Jw. WW .WV WWW. W WW /WW WW - WWW WW WWW WW WW WW WWW WW WWW WW WWW WW WWW WW WWW WW WWW W W W WW yW WW WW WW WW WW WW WWW �W• WW W W•Y W W W WW W �Q\ \� fm�`\� O _qyL n Ly \J� 0(TYPICAL) PROPOSED 5W m�29NO PARKING GONCWSIDEWALK SIGNSF- L OCHLYNHILL OPEN SPA CEA Z/ ------- TYPICAL) -120' PARK - CURRENTLY 0.929ACRES �5 UNDER CONSTRUCTION BUMP U NO PARKING J zOOIm SIGNS PROPOSED5' m W (TYPICAL) 3; LOT9CONC. SIDEWALK `ma�> L AREA OFIVDOT W / � / / ° .' a iii�j L W +•YI. WW WWW .I. VW. W WWW WW WWW Ww WWW WW WWW WW WWV. W WWW ..YI. W`WY Ww WWW W VWW° Ww WVW. Ww VWW W WWW Ww WWW W WWW W WWW Ww WWW Ww VWW WW WWW Ww WWW Ww W�W• W•� •E �' ,� `{m STD. WP- MILL PROPOSED LOTS & OVERLAY STOPSGN�BUMP OUT '• ' I \ 0 TIE-4N TOTH EXISTING _ _ C:)__1 C:)SIDEWAL2 G86"43'3Y W �3�� OLO' Q w Lu U O F VDOT ro w ° W _ - - i 299.87 - _ - - °'- � VDOT STD. -- 706 No. � S 4„ 68� %% &OVERLAY n - `z CG-9D m 112062 a COMMON AREA llllll EXISTING EXISTING P SCALE In y STOP SIGN o OPEN SPACE 2 STOP SIG - ZO IC •\ N ° F 4 . ° d m ° \ ° ..° ° I 'R C F SHEET NO. n I 53,11 R/W \ I DNS IRE ., A N \ `F m OPEN SPACE. TOTAL OPEN SPACE REQUIRED CLUSTER DEVELOPMENT 257• = 1.125 AC Q ( ) TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.21.) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, EXCEPT OPEN SPACE E. OPEN SPACE E SHALL BE OWNED BY PARCEL 61A-04 AND LEASED TO THE LOCHLYN HILL HOA. ALL OPEN SPACE (EXCEPT OPEN SPACE E) SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT OPEN SPACE A = 0.929 AC OPEN SPACE B = 0.080 AC OPEN SPACE C = 0.056 AC OPEN SPACE D = 0.063 AC OPEN SPACE E = 0.049 AC TOTAL OPEN SPACE = 51,315 SF = 1.178 AC BUILDING AND FIRE/RESCUE NOTES: i. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IS POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 2. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 3. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. CONTRACTOR TO PERFORM A FIRE FLOW TEST ON AN ONSITE FIRE HYDRANTS TO CONFIRM THAT THE FIRE FLOW MEETS THE MINIMUM FLOW REQUIREMENTS. CONTRACTOR TO COORDINATE THE TESTING WITH THE FIRE DEPARTMENT FOR FINAL ACCEPTANCE. 6. PARALLEL PARKING DELINEATORS ARE FOR PLANNING PURPOSES ONLY, PARALLEL PARKING STRIPING SHALL NOT BE PAINTED ON ROADWAYS. 7 ALL HOS SHALL BEAR MES SHALL E ADD WAY ADDRESSES.PUBLICSSED ON THE ROADS WHICH THEY FRONT. NO LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 6,614 4,087 2 6,285 3,972 3 6,478 3986 4 6,312 4037 5 7,412 4710 6 7,110 4,340 7 7,416 4,654 8 6,563 4,101 9 6,032 3,941 } Q A o, �0oh(y� ro Q PROPOSED O \ CG-91D ENT RA E \ \ \ \ fl PROPOSED5' CONC. F \ \ ROPOSED \ \ \ STOP SIGN 10 6,905 4,462 11 6,694 4269 12 4,910 3,201 13 2,216 1,351 1a 1,789 1,232 15 1,746 1,193 16 1,724 1,173 17 1,720 1,170 18 2,189 1,489 19 2,463 1,716 20 2,557 1,584 _ - - - 21 5,923 3,685 22 6,436 4,106 \ ___ -- ---- - - w \ w \ ®� _ R� 2831 3 -50 NOTE: EXISTING SANITARY LATERALS SHALL BE ABANDONED. PROPOSED Rivanna Water & Sewer Authority (RWSA) \ PEN P,4RJ( LONE w w k D - 603 (PLAT) LOTS SHALL UTILIZE NEW SANITARY SEWER LATERALS AS SHOWN ON General Water & Sanitary Sewer Notes TH 0� EAST \ 1. All materials and methods of construction shall comply with the latest version of the General \ ° RT 148/ x/ THIS SHEET. f Water and Sewer Construction Specifications as adopted by the Albemarle County Service � \ \\ w Authority on January 15, 1998, except as modified below. w\ / 2. All construction materials and methods of construction must be approved by RWSA prior to SCOTT R. LLINS Z F the start of work. A preconstruction conference with RWSA is required prior to the start of No. 35791 / w F + kk. P notifying Utility ( ) 04/05/22 T1 I �� k/ 3. The contractor shall be responsible for noti In Miss Utili 1-800-552-7001 . EI 11 Q 1 \< F \ \ �\ / 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business 1 w + days prior to the start of construction. SSIONAL F 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 1 1 w + conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. TMP 61AO-06-1A-00100 w f + 1 \ / EXISTING 18" RWSA D.I. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the 1 ° 1 HAIGHT, MICHAEL ROBERT & � \ ° k/ existing system. All doghouse manholes must be pressure tested before a connection is ° I COLLEEN PATRICIA GILLIS w ° ° WATER NE made to the system. F ZONING: R-4 \ �\ / TMP 488-1 7. The location of existing utilities as shown on the plans is from data available at the time of 1 ` I USE SFD UNIT IRF CITY OF CHARL077ES /LLE design and is not necessarily complete or accurate. The Contractor shall be responsible I I D.B. 45119 PG.673 EXISTING 10" ACSA R.I. for the verification of the location, size and depth of all existing utilities, both surface and " � w . PARCEL A, PEN PARK � WATERLINE DB 507-427 432 PLA subsurface. The Contractor shall immediately notify the Engineer of any discrepancies c w \ T between the plans and field conditions. The Contractor shall use due diligence to protect 9 �1 1 62'J63 \ ro� PUBLIC GOLF COURSE all utilities and structures from damage at all times, whether shown on the plans or not. U) U) U ; _ 6 \ Damage to any existing utilities shall be repaired by the Contractor to the original condition z z z 0O4T0 at no additional cost to the Owner. z 1 I DENSE TREES lg \ w \ H J hout specia8. Erosion and sediment control facilities shall not be permitted in the RWSA easement O z g g g \\ �N NF y l witl written permission from RWSA. No grading or filling shall be permitted in a O O O - 1 I IMP 61AO-06-1A-00200 w \ EXISTING LA L TO I the RWSA easement unless permitted otherwise by RWSA in writing. EARL CHANDLER PARKER w v \ REMAIN TO SERVE LOT 22 - c — — 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission +n m z z z c I LINDA MARIE PARKER R w \ METER TO BE SHIFTED Z "' > > > > c I i ZONING: R-4 RF \ and RWSA approval of the blasting plan. Ground monitoring during blasting and a o N O O O 1 \ OUT OF SIDEWALK pre -blast survey may be required. For blasting within 100 feet of any operative RWSA O a U L) U _ 1 USE. SFD UNIT _ — \ n 1 ^I \ sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may In a 1 _ D.B. 4819 �G3g w also require certification from a licensed professional engineer stating that the proposed 1 I —f" \ P 9 P P > z o 0 o c blasting will not damage any RWSA facilities. Damage to an utilities due to blasting shall `" uJ LU u w be repaired by the Contractor to the original condition at no additional cost to the Owner. H w w w 5 1 1 . T e contractor shall observe minimum separation requirements for utility crossings. When a EXISTING WATER > A � rossing is made under an existing facility, adequate structural support shall be provided I J r 1 1 F w F� AND LATERAL TO BE for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone W '-REMOVED RAIS C. MH TO419.6' i to the spring line of the existing pipe. w/ c 1 D �� og eq o 11. New water main installations shall be tested, chlorinated, flushed and water samples li t y 1 TMP 61A0 06 lA 00300 RWa L \ rp EXISTING WATER MET ,s o O' approved prior to making any permanent connection to the public water system. Approved 1 Z 1 HENRY C CHAIKLIN & DECK r �s Oeli Qj AND LATERAL TO REMAIN methods of fillip and flushing new water mains will be required to prevent an i fn 1 0 p 9 9 q P Y KATHER/NE LOU/SE PECK RWAp• / �\ OSFJ 4B TO SERVE LOT 20 contamination of the public water system. I 1 ZONING. R-4 i�` 0 T �� _IR w A 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities 1 I 1 USE SFD UNIT - \ s"" G EXISTING WATER METER / into service. D.B. 4794, PG.131 �-�� \ = i ' / i w w � AND LATERAL TO REMAIN \ EXISTING FIRE 13. No permanent structural facilities will be permitted in the RWSA easement. This includes TO SERVE LOT 17 P YDRANT ASSEMBLY TO building overhangs, retaining walls, footers for any structure, drainage structures, etc. 1 s 14. Trees are not permitted in the RWSA easement. 1 —C fi CLEAN \ PROPOSED SANITARY LOT 22 ; / / �, Y` w R IN PROPOSED" WATER METER & LATE P r OUT \ SEWER LATERAL EXISTING 8" \ w \ LATERAL (TY GRAPHIC HIC M L C6 i d \ i i % IR LOTS 21, 19, 18, 16) SCALE o < TMP 61AO-06-1A-00400 \ / SANITARY SEWER / / ^ �" \ w \ CONNECT LATERAL TO 30 0 15 R30P 60 120 --- 1 1 1 MICHAEL CORBETT \ �\ ; / / / / / k EXISTING 10"ACSA MICHELLE CORBETT \ \ EXISTING 8" / / ° w WATERLINE ZONING. R-4 \ -SANITARY ; / ; LOT21 1 USE' SFD UNIT - ( IN FEET ) I 1 1 1 Q.B. 4854 �G3C� s ^I \ j 43 t� / P EXISTING WATER METERS — 1 $ 85 49'56" E \ \ . / ,' i �j ram° \ w AND LATERALS TO REMAIN 1 inch = 30 ft. N RAISE RIM TO 412.4 g \ �0.5 TO SERVE LOT 15, 14, 13 1 — 1 50.48' W W'' e . _ INV. IN 8' DIP=400.y S w� 1 1 1 �1� �,y / INV. IN-8',TCP (W)=39$'.5' / LOT 20 62 J \ 12 I _� — _ — N 11.15'10" W W W \ INV. OUT 8"iC 98.2' ��Q / ' J 23.14 NtiZ 4 E \ / LOT ZS' 5 �. w ire N 11'15'10" W \ � WJ1•w '�i LQ/ TMP 61A0 06 1A-00500 STAKE AND PROTECT � 700 IRF y \T ��,Y �� W y. \ /i HOLLY NELSON DAVIS W % w w \ 18" W/L VALVE BOX I I 1 1 LOT DURING CONSTRUCTI ZONING R-4 � \� � y � w �` � ' � \ �'• �' �` 1 USE: SFD UNIT - P,ROPOSED-PRIVATE \� ` / \ ' / / // � /� ' \'Oa/v w � O N 1 10'8AMTARY SEWER IRF IRF ® CYi 1 + I D.B. 4737, PG.581 / W ` 1 I _ /EA/SEMENTS FOR `E ISTING 8" TC \ \ / /LOT ��; % \ \ a Z I LOTS 1-3,21 & 22 \ w v, w I II II i / �A// ITARYS�WER ! / / LOt15 / o `� z r Q q I I_ LOT 1 / , EXISTING 20' ACSA SANITARY ` w\ °"• M /� I c e N J 1 3 I — i i SEWER -EASEMENT CREATED ` ,, ' V / LOT 14 y/ `'+ A ti \ z c � O I� WITH LOCHLYN PHASES II&III � p �' % w o o w � \ W-----W--- W TIE- N 6" DI WATER LINE LOT2 SATE PLAN AMENDMENT #3 N Q6 �0 - ACSAWATERLIN W "x6" T.S.&V. & 450 BEND� -06-1A-00600TMP 61A0Q w VAN DER VOORT, THOMAS L JR z- F _ _ _ _ _ _ _ _ _ _ _ W w W - I _ -, I- _ I/ l LOT 3 N W/, W W W w W w W a `\ II /PROPOSED 10''� \ ey � a OR JOAN L HORN cv --- Oq /' I / / , --� / , � PRIVATE SANITARY � V '"� • W � _ 1 ZONING: R-4 0 - SEWER LATERAL 1 USE: SFD UNIT / / P�QPOSED 8 CL 52 DI i EASEMENT / i y ��,i r'"� - rz \ v LL1 J / 1�VPyfiERLINE Q v - v� w w % -_�- 507 J I I I I D.B. 4619, PG465 /--------� � --- _ l ' / �i��, ��V I � � > v -o — BENCH MA o - --__- K Z 4 II ®_ 0 NE s , --- / LOT 4 / / z� IRON ROD R LL Q Cn I SED LOCH RIM , - V LL1 1 I\ _.—•— —„—w— — LtDRIvE---, RAISE RIM TO 412.0' V '�i ,, ,r MH-B LOT12 \ H r-i �- — — 1I1 L9 0 �\ oa 3" C- 392.4' ...2U6L[C�4 R, MH-— --- INV. N =405-_- 1 sT ) O ROPOSED JINV 1N PVC/ SE�_390.9 —INV.-IN 4 PPVC_�NE-)=39&, METER & LATEWA( 11�J NV. IN' 4VG-(SW)=390.9' ~ 3 I i��N RI 2q� l a IN�/.,IN 8 XP 390.8' INV. IN 8" PVC (NW)=389.85' I o m ~t PROPOSED 8' SDR 26 PVC I I 5 19 .OUT 8" PVC 90.7' �'�i m g I PG. w w w W w w AND TIE INTaENXISTI w w w \ r \ SANITARY SEWER W W NEW INV. OUT 8 PVC=389.75 n --\ U i A 6, D.L WAT RLI E W H w w w w w i/ I m / .y/ • 8 - w w w w PF�PO4ED $: D.Lp„. w w w w w w vv w "� vv i LOT F—�—f--� y �r ' S c^ r J o 6 ,,-v� y w ., LOT 11 I I a / �\ 0w w w w YVATgRLINP w w w w w w w w `\ w w \ / IW PROPOSED 6" CL. 52 DI WATERLINE 21 // 4uw 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 w w w W i-- q I I q - _ _ E . d I I ----- r- a A ' v �` I--------- \' // /+ II II// WM w w w w w w w w w w w w w w w w V�\ w \` w" •\ `\ ` ' \ \ .w W ' I i I �m � >- (� wPROPOSED FIRE HY,DRADIT :p w w `v w•• •V `v vv k v 1� I--- EXISTING 6" TCP �. - I SANITARY SEWER I I J ft////w w w w w w w w w w w w w wSEtQBLYw k w .\ w v i i i TO BE UPGRADED I = Z 1 6" CyV.SjING 20' ACSA SANITARY I 1 II TO 8" SDR 35 PVC I W U w w W w\ w 4\ J \ , I Z �"X4",E2EDl�,CERw w `w w \ w \ \Y SEk11E -�A\ EMENT TO BE \ �1 WI y li LOT 10 ' y LLJ w w w w w w w w w w w w w w w w w w \\\w w\ \ 1 +i II I N / n \ ABANDONED I II I PROP E FIRE HYD NT 0 z LOT \ 1 PROPOSED SANITARY J o SEWER LATERAL I 900 BEN i' �; / / w *b '�� w w w w w w w w w w w w w w w w w `\ Y\ \ \\. \ ���i' I .p L✓ I II I --- ---------- EX MH-28A I 6" G.V. 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LLINSZ 446.2 1 i - �� e No. 35791 1 42a3 `�� ,/ /� \ u� 04/05/22 TT J 1 A \ 232 v II 42J4 w I TMP 61AO-06-lA-00100 HAIGHT MICHAEL ROBERT &� / COLLEEN PATTICIA GILLIS w ° 1 I ZONING: R-4 232 °o/ �� _ IMP 488-1 ---' / Lu USE SFD UNIT RF ` ' CITY OF CCHARLOTTESI/ILLE D.B. 45119 PG.673 ��II g 1- _ 1 m PARCEL A, PEN `PARK / a 4 - ° I ®� `,DB 507 427, 432 P%4K / i - cc �- 9 I� 11 ��16• w PUBLIC GOLF COURSE --- r e, 1 - 2 I A4 F • • , ; w II w w w 1 1 1 I S � 3� z - �'� �7 \ w� OCy i r / E E f 9' lY o __ 1 O z� f f _ DENSE w \� \ _ - - _ _ _ - - I 1 I - / F O O O O .� �1 J/ ,w U U U ; \ w zyxO �NF //f v/ 4456 _--�- 1 1 7MP 61AO-O6-1A-00200 o �\ i I 11� - _ • I EARL CHANDLER PARKER _ / z z z LINDA MARIE PARKER R \� / - A ------ i / Z w > > > a ° r 1 ZONING: R-4 i IRF \ / �� � �� 1 z O O O a 1 1 USE- SFQ UNIT �'' I �` - �\ 4191 ----- Q w u�i w z D.B. 4819 u1 a a a 1 _ > LL \ w� - vv // - ---- twit ul w O A� I 3 ., � 230 _ , � � > > > / z r/ J _t tn w o A)Z� I IF O 419.2 0 Lu > �O 3 ; 1 I I DECK I Do,' \� iDFp�C A - / ICe I IMP 61A0 06 lA 0030D A Rwa L V �� ° ro �� tu Z 1 HENRY C-CHAiKLIN & DECK r "� I I U a I _ _-trAfHERiNE LOUisE PECK � w s' °c� sF� ` °z? GRAPHIC SCALE ZONING. R-4 RW1 [ I 1 USE SFD UNIT i -�- �li ; ti wr8 4>8 oc I I r `. l _T 1 , 7 / y 39 0 15 30 60 120 I I D.B. 4794, PG.131 ; / / 228, 6x �� ----- `' 4 4_---- ° EXISTING MANAG w _ fi - t i C EAN v \ / / SLOPE6 (TYPI LOT 22 j / w IN FRET OUT 1 inch = 30 ft_ N d \ y IR \ 1 I TMP 61A0-06-1A-00400 / � � , MICHAEL CORBEIr 41B.8 �- -- ^ \226 MICHELLE CORBETT _A �(, LOT 21 i A� I USE' I SFD UNIT 1 � _ 43 � - 1 1 Q.B. 4854 �G:39' I \ �, r o------- 1 S 85 4 6 E 60i5 / or • _- — - _ ` _ d 1. u ; • ' '� i / $ _ ' - ' 225 y' LOT 12" YARD DRAIN _TI / I 240 V Ihti i it - -/ IN 10'PRIVATE 1J• ��\ �,. 1 2 1 : �� _ N 11 *1� 10 {'v W .. r , r�/ / DRAINAGE ESMT. 6 �l YD G 2�.14' 18"ADS 1 •1 ./ DRAIN BASIN I N 11 15 10 w W W W y YD F / \ w w\ TOP=416.00 / M -�-� j� .. —I 1 •' 11 1 I / 1 \ \ r \• \ \� 1 r' // DRAIN BASIN \ T�. IRF w 12" Y D DRAIN M IMP 61A0-06-1A-00500 / I � r �I �." r `v�F_ A \ / _ 1 I7.00 IRF I I 239 w 4 ,' / HOLLY NELSON DAMS y, W /\ W / ; . \ �ti a IN 10' PRIVATE / N -- , ? �' / W r'°' \ 236 i .,W:," IO r TOP=413.0 % , ! 8x 1 I 1 ZONING.' R-4 / I W y q ,/ o /� w o DRAINAGE ESMT. USE.- SFD UNIT - -- v ' �L r / � �, / �� � ��� � /' _ r < �w _— F IRF IRE / / / � I D.B. 4737, PG.581 / � 1 ``+-L4 % � p I \ 23T w / Z I /� \ r N I _ 20' PUBLIC r 1 /' " LOT 1 DRAINAGE ESMT. L : Y� ti a O O I -- 238 - \ w w - c 13 _ I—" / o rOgF Ri�q q -F z o x i1 / hyT IN G'-� Z � o _ LOT 2 q FM�c / N 6 T_ , N ^ti / o- i �4 Q ° _ 7MP 61AO-06-lA-00600 �1 A� O o "- 220 — �F ' I �� 'j. / g DRAIN BASIN y / W y W � _ _ - I D�NSE 7RF�L5 / ` 4 I II VAN DER WORT, THOMAS L JR - ___ r- � r I LOT3 . `1` r/ -� Z \ �ti, r �' TOP=aa6.o w v` � _ >_ oC 0 ZONINGL� HORN � v 1 � _ I �' /i � �� z0 / I I ,,. `� ��. �� �y� / W . � 22t , / � I I o 1 f � \ 3° � - 'L r / -r / ,ICI / r Z W W / _ �� J r I USE: SFD UNIT /' e/ Z y� / �,O i �_� ./ 222 i i I / i W J t 6� All, Lu - D.B. 4619, PG485 TO --- - ---- 1 Z¢ ��, �219 i? i---- i Q ° 1 I 1 L --- -- ��<,.. � 233 ,y I prIVCHi ' ( o I e LOCHLY .. - _ - <V Q _ � >.., J o a �, /%� DRAINAGE ESMT. --�� \� '/ I // N1R -- F1 0 14 - _ - L f J 1� IA 206 208 pl-q � ,L~� I /RO D> � Q II _ ' � ;1ti- r ;, / _ ... 218� ��` �,i // ELEi!=3�B:24','' _ 234/� _ _i/ W - II D LOC LOT 12 o ---- - i I �1 Q o LL , Lu ' 1 . �i ', h -i—' - - - ' 10 ' LO7`5 YD C v �� r i r i /Lu +R�BLI / �, III 4a /' 18 ADS I (Z I r r r r l l r l v:J � _ LJ_ 1 �.� RI 2 - .-•- I �,� ��. / / r i t YDA I r r l 1 , o �04� YD B YD ADS / r 9 / � W - TOP_400.5 )O m i a 204 W - � DRAIN BASIN .�h 4.1 �Bz� U z .• I JOT TOP=400.5 v L 1 � I O i i l v 38Z4YDD o , /�� /Y % W W W W W W W W W / W \ W , x 15 Y 21 // I /~ W W W W W W ,'W W W \ /' W y\ \ \ \ /' DRAIN BASIN 18" ADS�59/ !IS}\r 9 I\ II IyV OUT=395.1 ---i- i E \ \ W X I I I / / \ ' TOP=400.0 625 � L-- W _ ' — _. I W W % W W W W / W /\ W FY \\ t T` t l �\ ° - - / N l --------- // - . Off\ \�\ \'Y \ %^r -��- N ItI N. I I i I � ` ul /, \ / J z W / W ,p W W I A W �Y V / / -- --- / l� I \ \ `\ 12" YARD DRAIN \ :.. , I II I W/ W W-5 W W W W W W W W W �V W J� �+ A 1• • `V ,. I I f I / I Z DRAINAGE ESMT. r_ ` I .. - ,� J� / 11 I U Z \ • • +/ , ' / r ' W �G W /W / W/ W � W W W W W DRAINAGE EASEMENT W / W ` W ' \ I I I w 2 LOT10 �Bz� W .. ./ / j l l' W- ,✓ /W/ W /W W W-'W W W-W- W W W_- W W rW W IAW WV` W Ia' I° / I , 0 Z 14 . � ._. I pW -Y W W W ,W W W W W W W W W W Wr \WW\\ \ D LOT7 1 / W N• W W JW - - W -W _ W W W W W W W ' W \ I 1 \ 40u\ ` AM BREAK YARD DRAIN `�^/� O ----- > �.Iy` W. I \I IN 10'PRIVATE - -- - V/ INUNDATION I I T--- - I I O `T-'-- / / �_ /' l I vv v •: � . I �ZONE "i I � I � DRAINAGE ESMT _ ._. 1 / I >. `. .' ti. W W W W/ W W/ W W W W W W W W W W W W �V I 'PER COUNTY CIS) / III fy �I,�. I LOCHLYN HILL __- W �Y / iv , yI W �.. �i-----9 _ TMP - o / / / , �' \ " Y O .` j� _ ... v 'DRAINAGE ESMT. I Iw y I I 1 _ I „ - - - _ CITY OF CHARLG 1 LLE a / PARK CURRE TLY W W W W W W W W W W W W W W W W W W W W W �N -/.,V/ 20'PUBLIC 36 - ° I / w / W v. W W j ,' / \ ° I W II II TIE PROPOSED DRAINAGE INTO - - - > _ -UNDER .CONK'UCTIO W W W W W I �. W W/ W W W W W W W W W W yc' W W ' W W\ W 4, V — - -" I ' PARCEL A, PEN PARK W I EXISTING STRUCTURE EX 58 - y / / I / --- - �I W \ \ W , EXISTING STRUCTURE EX 62 2 3 .� I I. / TIE PROPOSED DRAINAGE INTO 1 I (� I I USE PUBLIC GCLFZOCOURSE LL / /7MP AO-06 �1B-000AO / W W W W I/ W / W W W W W W- a W W W W W W W -- -- - WI II W W 1 I I LOT 9 242 DB 507-427 4JC PLAT ,G / W/ W �L W W W W W W W W W W W W' W G �UP LLC '' ,' . - . ' W W W / Y/ / W I a,\ '+, \ i '•a. - II / LOCH N Hl /DEVELOPMENT �- � / VI � _ / W II _� �.' W w w/ /W i W W W W W W W W W W W W W T�.E- POSED/ W W.I W `.t- -LE}TS - - I ,V � l I ,----- �•/ -.. L-N-qr,L BP�SPACE 1BfA j- ' W �.W �� /'W W/' W W W W / W W W W W W W W �NAGE INTO O ° / "-- EXISTLNG SSRU R ,. I 202 96 \ �1 - I ° \ / 4416, PG 197, 24.L(1SLAT)/ j - W �W ,�W /W , W W, W W W W , W W W W W W - - J� y W r V I, _ � - - - — _ I O WEX %4 -- �_-- _ _-- EX a115:65� JB41 V w ° -W__11c-o C•YF' J- W '6 .� �' -O� 1�.1.V2 - 1 r CC Z O ♦. IIYJI J OUT i i _ d � " Lt16. / i ,�,. /�� �. W� W/ W ,'W /'W W W W /W W Wi' W W W W Wi'� J" W 212 /•,' - — ' l EXISTING C4TY STREET - - ' 4 EX 58 299.87; -" EX 96 —m—n,——r,—,,,— —,.; t ST -- - — TXURRENTLY ND —m T a JOB NO -- / NG , ON 1 2 - — EX 94 �=L PLA 1^ 76 SCALE ° COMMON AREA iris' 41/0 l�D.R / 6, 1 — 4�432 � - OPEN SF,A�� 2 // .-> l ! vv — — —„°—° —,.,— - (53.b' Raw) � — � � • � I�r® ', I , . 4 � I � `i - i 2 N� + `� 1 s8as sNEETNo. a —_ _L- , -t-390 TYPICAL ROAD SECTIONS NTS NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER X OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT Celt i RAW CC-6 CG-6 'I'' POINT OF 4" CONCRETE ry]� 4' CONCRETE 3• CURB & GUTTER FINISHED GRADE CURB &GUTTER 3' \\ j2,l MqX SIDEWALK I LE2A$R ZONE SURFACE CLEAT R ZONE SIDEWALK MA EXIST. GROUND EXIST. GROUND 2$ 29 2$ Tl 6' PLANTING • °••'-. STRIP 6' PLANTING 4" VDOT 21A STRIP 4" VDOT 21A STONE BASE 2tAYDOT fi 21A STONE STONE BASE STONE BASE SUBBASE STO5N£E EXIST. GROUND 5 6 BA� 6 5 IO EXIST. GROUND 10 Z 91 91, 91 B25� (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29'F/C 54' *N07B UUNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W NOTE: TRAFFICIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TYPICAL NL'IGHBORH00P STRFFF SL�'CTION (54' R/4Y) TRAVEL LANES WITH PARKING ON ONE SIDE LOCHLYN HILL DRIVE CS-SSAR RESIDENTIAL & XIX.FP U.7ff SUBDIVISION STREET DESIGN SPL'IsD.• 26' MPH NOTE. PROPOSED LANDSCAPING TO UTILIZE OUTER J' OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT C/L RAW CG-6 POINT OF CG-6 4" CONCRETE 3• CURB &GUTTER FINISHED GRADE CURB & GUTTER 3' z.� SIDEWALK CLEAR ZONES CLEAR�ZONEI pX SURFACE EXIST. GROUND 2$ 2$ 2$ 2$ EXIST. GROUND 6' PLANTING •`•. '' STRIP ` 6' PLANTING 4" VDOT 21ASE 5" 1A 6' 1A STRIP \ STONE BASE STONE BASE SUBBASE STONE \ EXIST. GROUND 5 s BZS.S BzS VA EXIST. GROUND VAR 99' 91 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) r 29'F/C-F/C -VAR. *NOTE.- UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W NOTE: TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TRAVEL LANES WITH TYPICAL NL'I6HB0RH00,0 STRTE'T SUCTION TAR.PARKING PARKING ON ONE SIDE PEN PARK LANE GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH 0 I= OF 4"� 2" R CURB 6" 8 d e ^a „ 13 ae d a 7' O Ill �1f6" 2' DOT 21A STONE BASE STANDARD CG-6 UNDER CURB & CHECKED CURB & GUTTER BY VDOT PRIOR TO PAVING NO SCALE AND/OR BACKFILLING. �tit,iit:• Y�MY:• �Y--• K •-iY--•- 4" 21-A STONE BA CONCRETE SIDEWALK NO SCALE SURFACE • - I11111111111111111111111111111111111111111111111111111111111 •INTERMEDIATE ,• COURSEBASE COURSE, VDOT #21A �11111111111111111111111111111 6"-B" COMPACTED AGGREGATE OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS �g AND UNDERDRAINS^ COMPACTED SUBGRADE ASPHALT PAVING• 1, 1 NO SCALE TOP OF 4" CURB R=2" CONCRETE 6" TO BE A3 IF CAST IN URFAC PLACE, 4,000 PSI 18 BASE IF PRECA O90 _CO 0 IS /BBASE 0 0Q� og o ti o„oo 6" Min oO O VDOT #21 A ROAD NOTES STONE BASE UNDER CURB. GRADING 1 s 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARD CG-2 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL NO SCALE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED PAVEMENT FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. OF THE AGGREGATE BASE MATERIAL IF THE SSV VALUES ARE LESS THAN 10 THE , , TRIP GENERATION / SCALE: 1" = 150' � LA ° ,m �z 0 l C ........ :•.•o•:•:•:•:•:•:•:•:•:•::::::.•:.•.•.•.•.• it s Iu ]a - ]a �] s; - - 73 _ I ss104\ \ \ ], 54 \ ]] 7. (S.1 56a • , R 47 Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Lochlyn Hill Drive 285 2 305 4 4 10.62 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Pen Park Lane 795 2 815 4 4 14.05 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Evanson Alley & Ellie Alley 103 2 123 4 4 7.46 SM-9.5 2 2.25 BM-25 1 * 2.25 21A 8 0.6 11.55 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED GENERAL CONSTRUCTION NOTES FOR STREETS ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES METHOD OF CORRECTION. AT ROAD INTERSECTIONS SHALL BE REMOVED. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER COMPACTION BEFORE BASE IS PLACED. BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 3. 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, Il, OR Ill 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-4 S) TO BE PROVIDED AS INDICATED ON DAYS, THE PUGMILL REQUIREMENT WILL APPLY. SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION RESULTS FOR APPROVAL. AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN BEFORE SURFACE TREATMENT IS APPLIED. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL OTHERWISE NOTED ON PLANS. (PRIME COAT RC-250 ® 0.3 GAL.ISQ. YD.). DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA NATURAL WATERCOURSE. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE COURSE. 9. ENCROACHMENT POSTS, WALLS, SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL NOT ENHANCE A ROADWAY"S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE STREETS RIGHT OF WAY. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ALBEMARLE COUNTY 5. INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE GENERAL CONSTRUCTION NOTES ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). BEING COVERED. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SHALL CONFORM TO VDOT STANDARD PE-1. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH PLACEMENT OF ROADBED BASE MATERIALS. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE Q 8. ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, REQUIREMENTS OF THE PERMIT SHALL GOVERN. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND AND STANDARDS 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 J. 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 /S DEEMED NECESSARY IN ORDER TO DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR STABILIZE A DRAINAGE CHANNEL. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE 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 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING PIPE -CLASS Ill. THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO ELIGIBLE FOR STATE MAINTENANCE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I NOTE: EVANSON ALLEY & ELLIE ALLEY SHALL INCLUDE A 1" BM-25 BINDER LAYER OF ASPHALT Ti = INSTALLED OVER THE 8" STONE BASE FOR CONSTRUCTION TRAFFIC. THE FINAL 2" TOP COAT C 3PHALT SHALL BE INSTALLED AT THE END OF CONSTRUCTION. TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 22 SINGLE FAMILY (14 DETACHED, 8 ATTACHED) UNITS - CODE 210 & 230 ADT: 180 VPD 90 ENTER 190 EXIT AM PEAK: 14 VPH (4 ENTER 110 EXIT) PM PEAK: 19 VPH (13 ENTER 16 EXIT) PRIVATE ACCESS PRIVATE ACCESS EASEMENT C/L POINTOF EASEMENT I FINISHEDGRADE I ;/4":a' EXIST. GROUND o voaN - - meo o aw CG-, CG-z a"ASPHALTS/HOER 8"aaASTONE EXIST. GROUND EXIST. GROUND 3 TYPICAL PRIVATE ALLL'Y SUCTION DESIGN SPEED LIMIT 207n lz 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 No. 35791 02/08/22 TONAL E A Z Z Z w w w 2 ZO a O O M L z YO 2:z r ZLU Z m N 5 0 5 0 5 0 Z U U U O Q Q K R 2 u .U)-i w Z w w w N CD N .+ O ® M � Q N J C:) ia- o W~� N Q ° Q W ; 0 W oC n ° 0 J0 6o Zw J Q J Z � o o L~L I w > p L9�--� z U 0 0 LUJ 3 _j z Q z� o U 0 a a W H1 J W Y J o ` W = J E ~ Ul z Q U ` I-1 D CO z U) o z w U I- w I Ly O CO- Z 10Y J o J�U) vJ o F a 0 w a o y a 0 U x O O O U C p w 0 U °° a U" JOB NO. 112062 0 ° SCALE AS SHOWN SHEET NO. n 7 L CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING- CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING NURB ULICME CEMENT SID(I (DEPTH( IN LINES. AREA W SQUARE YARDS) GENERAL NOTES: DETERAULIC CTABLE MENDEMENT SIDEWALK EQUINE CGE2SURFAOREC EA N SOUAEPTH A INCHES. AYEA�91 SQUARE YAROS) CURB WHEN REQUIRED (CG-2 OR MA N LINEAR FEET) CURB WHEN REQUIRED IGG2 OR NREA IN LNEM FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE SEAR MUMSYARDS) 1. THE DETECTABLEWAR WARNING SHALL BE PROVIDED MA BY MATERIALS APPROV DOMES. EACH OF THE ABOVE ITEMS U A SEPARATE PAY ITEM AND SHOULD i. THE DETECTABLE WARNING HA SHALL RE ME MA BY TRUNCATED DOSES, EACH OF THE MOVE REAPS IS A SEPARATE PAY 1iE4 AND SHOULD Y WMMMIZEO FOR EACH CURB OUT RMP. BE SUMMARREO FOR EACH CURB LUT RANP. 2. DETECTABLE WARNING SHILL BE FROM PRODUCTS NOT APPROVER LIST FOR 2. DETECTABLE WMM1G SHALL BE FROM THE MATERIALS APPROVED LET FOt SIDEWALK SIDEWALK DETECTABLE WARNING SUFMES. PROWCTS NOT LISTED SHALL MEETDETECTABLE WMMRG SUTTEES. PRODUCTS NOT LISTER SHALL MEET SOE AL THE REQUIREMENTS OF THE SPECAL PROVISION FOR STANDARDS LARDS AN LE LB�1 NAY RAMP 12-1 MAX4A% RAMP 12.1 4M THE REWREMENTS OF THE SPECML PROVISION FOR STANDARDS DELEGABLE 4BM1 MA% WARNNC SURFACE AND SXALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHILL BE ROV9C. SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SLUES OF CURB RAMP NAY BE PULSED MMOLITHICILLY WITH RAMP S. SLCPNG WES OF CURB RAMP MAY BE PUKED MONOLITHICALLY WITH RAMP FLOOR OR BY WING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 FLOOR OR BY WING PERM59BLE CONSTRUCTION JOINT WITH REQUIRED BARS- 4 4 IF MR ODOR IS ST.HOCRN MST SE N OVIDE FOR /F EPLACEMENT WLLEASE OF 10�1 MINI 4. IF flMIP FLOOR 5 PRECAST HOLES MIST RE PROVIDED FOR DOWEL BAPS 50 n ]� SIDES BE MADETHAT ST RA ADJOINING LEAPED REC9 T C BE CAST H RACE LATER PLACEMENT OF D uAx PRECAST RA.P FLOON. PRECAST CONCRETE SHN1 BE CLAPS A-L. PRECAST RAMP FLOW. PRECAST CONCRETE ASS A-4. ECM OR ECAS CO CRE E SHALL BE CLASS 5. %DUPED BARS ME TO BE NO,5 X B" PLACED TCENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ME TO BE W.5 X 8" PLACED I- CENTER TO CENTER (LONG TYPE A CONCRETE THSEES COF THE yRAMP FLOOR,MD-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH CONCRETE BEETH THE FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR 6. ARECURBI / CURB AND GUTTER SLOPE TRANSITIONS AND TO CURB RAMPS 8. CURB / CURB ANON GUTTER SLOPE TRANSITIONS "AGENT SUTTER.CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. SMARM ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTT.SIM- 7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE RAPS OR AS DIRECTED 12M5 7. CLIFF RAVPS ME TO M LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGNEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER IM! �_ BY TIE ENGINEER. THEY IRE TO BE PROVIDED AT NTERSECTIONS WHEREVER 12-1 M AN ACCESSIBLE ROTE WITHIN TIE MIGHT GF WAY OF A HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY ON A HIGHWAY FACILITY CROSSES A CURB REGARDLESS RF WHETHER SIDEWALK IS EXISTING. PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXI5TENT. THEY MUST BE LOCATED WITHIN PEDESTRIM CROSSWALKS OR NONEXISTENT_ THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON RAPS OR AS DIRECTED BY THE ENGNEER, AND SHOULD NOT 2TYPE B M SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT ROLES, FIRE BE LOCATED BEHIND VEHICLE STOP LEES. EXISTING EIGHT POLES. FIRE PARALLEL PARALLEL HYDRANTS DROP INLETS ETC. AND SU RE ROUTES PROVIDE A TING &L HYDRANTS. DROP INLETS ETC. ACCESSIBLE ROUTES PROVIDE A COG ALL AND Y ACCESSIBLEANELDEMEMS IFNS. FkLIT�THpT Cµ T�°MPFOMNXNDECD TENT D T<Y6✓,U Ml6'al''Sr��%�~ i5 L AAND USED By PEDESTRIANS, FACl1STLT'PTH'EAT CNJT�A APPROACHED. ENTERED ;5T l''�i�ViS}PAD WED BV FEDESTMIANS. !�'�N%'vH� ND USED BY PEDESig1M5.� ';5ZED1.1 5. RAMPS NAY BE PLACED A RADIAL Ofl TANGENTIAL ACTIONS PROWLED THAT IZ'4MA% 8. RAMPS MAY BE RACED ON RADIAL IN HE LUTDL F THE S SSWALK TXAT .RAtiK.121MAXr- THE ORB OPENING S PLACED WITHM THE UNITS OF THE CROSSWALK TAD THE CURB OPENNC IS PLACEp WITXIN THE LINTS OF TXE CROSSWALK MD THAT THE SLOB AT TIE CONNECTION OF THE CURB OPENING I$ T; PEAT THE SLOPE qT THE CUdECTIpN OF THE CURB OPENING IS "T l MMPERPENDIOLM TR TIE CURB. 5'NN\•gTF PERPfNDICULM TO TIE CURB. •MN ,'ELM' 9. TYPICAL CONCRETE MEWAK IS 4" THICK. WHEN THE ENTRANCE RMICAMIOT 9. TYPICAL CONCRETE MEWALK 15 L" THICK. WHEN THE ENTRANCE RMICANNOT TRAFFFICC REFERTTO STA'NDARDRECC-NS C04WRCIX ENTRANCE'(HEAVYT�CN 4'MACCO MODATER THE TURNING REOUM ENTS OF A ENTRATN D EAV YTS L'MNAT X . 2" HIGHER THAN A)R• , 2" HIGHER THAN TRUCK 1PAFK) FOR CONCRETE DEPTH EDGE OF PAVEMENT TRUCK TRAFFIC) FUR CONCRETE DEPTH. T EDGE OF PAVEMENT10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED WE PATH, AT XX -SAME M TOP OF CURB 10. MIEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT XX ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHINED USE PATH. THE MNMA WIDTH SHALL BE THE WIDTH RF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROWLED FOR TWO CROSSINGS RORGONAL). TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS RDIAGONN,), TYPE C A 4'e 4'LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR A a -A 4-LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT CUING Ni0 THE TRAVELWAY. THIS 4'. C INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THS V X a - LANDING AREA MAY INCLUDE THE GUTTER PAN. LMMG AREA MAY INCLUDE THE OTTER PAN. TRUNCATED DOME H TRUNCATED DONE ` 12. ALL CASES WHERE CURB RA1P5 INTERSECT A RADIAN_ SECTON OF 6•-2 9• C-C m 12. ILL CASES WHERE CURB RAM5 INTERSECT A RADIAL SECTION OF .6"-2.4" C-L iO CUB AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE CURB AT ENTRANCES OR STREET CONMECTIONS THE DETECTABLE WMNNC SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 O O O z WMNNG SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I 0 0 O 0 0 z -MOOFED M RECOMMENDED BY THE WANJFMTURER TO MATCH -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH L zzJJ.. THE BACK OF CURB. �0000 0000000 THE BACK OF CURB. '10000 O R O 0000 m IIIIr o 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 LAONC RMP + c? 0000000000000 0 0 7a LAMNC RIAP + T 0000000 0 0 0 00000 �a U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOX SEX OF EASE �Ela X-E5X OF BASE DIAMETER TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE BE WARNING I VARIABLE FELL WIDTH OF RMP FLOUR I DETECTABLE WARMING I VARIABLE FULL WIDTH OF RAW FLOOI( AT BACK OF CURB AT BACK OF ORB "-14" SEE NOTE 12. m BAY DIAETER SEE NOTE 12. O BASE GAMETES I PAY LIMITS I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETAIL `VOOT SPECIFICATION �V[X]T SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS POND AND BRIDGE STANDARDS SHEET tOF 5 REASON DATE (GENERAL NOTES) 109 SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 502 VRCJNIA DEPARTMENT OF TRANSPORTATION CG-90 WIDTH OF CGE2 BADHADE LIMTS OF PEDESTRAN _ _ _ _E" LIMITS OF PEDESTRIAN ® ® NOTES, AT E53 ROUTE ACCESS ROUTE UNAAVED SPACE N)N-TRAVERSABLE .• UNPAVED SPACE 1. THE ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE MASS AJ F CAST IN RACE, 40O P9 IF PRECAST 1 CURB HAVING A MW OF 300 FEET OR LESS .. 2" R W'DT�N~'I MOW FACE OF CUM) WIDE BE PAD FOR AS I{_��-JI RADIAL CUB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH .°''• W' 4RI, AS 3" I19" DEPTH) OR INCREASED AS MOH AS D LIMTS OF PEOEST 3"12T' DEPTH, IN ORDER THAT THE BOTTOMACE55 RATERAVERSMLE .' CESS NOUTE time ON CURB GULL CONGER WITH THE TOP d' A COURSE OF THE PAVEMENT SUBSTMIDTIIRE. OTXERWISE llE WP1M S TO BE 1B" M SHOWN. ♦ NO MJJP%k5W N THE PRICE 0O IS TO BE MADE LAB UA' a D � • ' ;A �D ' PEDESTRIAN ACCESS ROUTE DETAILS WITH & FOR A DECREASE OR AN INCREASE N DEPTH.e.;'s WITHOUT UPAVED SPACE S CG-2 5 TO W WED OR ROADWAYS MEETING i THE I MEMENTS FOR CO -a AS SHOWN IN '. •'.; •'. �ME APPENDIX A OF THE ABOVE ROM DESIGN MAMA, !Np'. '! MOTIONAL RIGHT-OF-WAY IS REOJED F THE LIMITS Y_J. IN THE SECTION ON GS URBAN STADMW. A• A• UR PEDESTNAN ACCESS RWTE EXTEND BEYOND EXISTING OR PRROPOSEO RIWT-OF �S".J D.2TD.�:P VDOi WI A• A BASE ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS .;A -.;A' INNORSTRUCTED, STABLE, FIRM AND SUP RESISTANT al HALF PLAN M� FMIL17Y THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. o se IF PEDESTRIAN ACCESS ROUTES ® ME BEING o. e. e' 2• SAWS PROVIDED, A MINMW 4• TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 27. CROSS SLOPE. SECTION B-B 0. a- WHEN USED N CONJUNCTION WITH STANDARD a,�� 6 CG-3 OR CG-7, THE CURB FACE ON THIS p_p•�' 0,•, STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. a,' Ta, 9MEACE UNPAVED "B"': 1 B"' SPACE PMMOLIC : A CURVE • o. ' . � . N.G. n. = P D.' Ila � D. NOPMAL GUTTER ® ® ___ __ ® YY -e- .e. '. n. 9 •A' A. Bldg - YYY -e. 'v q.•: XEOXTO DX CHANGE ......... . 9b 4•Ye.•4?YS54 P ^ SECTION C-C 6 AGGREGATE BASE CUMS AT (.E.S.O COMIC. TYPE 1512E 2B f•-n•• 5'-0"PONT OF GRADE CHANGE r--'-�•'• 8- 12Y. MAX. SLOPE U• FOR CUM AND GUTTER ONLY W .e. •>. FOR 50EWALK ORB ANON GUTTER A Y 12 % MAXIMUM INCREASE N ROPE AT MINIMUM O' INTERVALS BUILT CONCURRENTLY • Y x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 1PIN7ERVAL AND B X MAXIMUM DECREASE FOR SUCCEEDING MU" 10' INTERVALS ACCEPTABLE ALTERNATIVE SECTION A -A IF CURB IS EXTRUDED SECTION D-D 1� NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PULE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 40O PSI IF PRECAST. J. COMMAMN CURB a GUTTER HUVNG A POWERS OF WO FEET OR LESS (/LONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL CO. MnM CIA® IT CUTTER. 4. FOR WE NTH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB L GUTTER e..u, BE CONSTRUCTED PARALLEL To THE SLOPE OF �MASE COURSES AND TO THE DEPTH RF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE ON CG-8 IS BASED ON RRIDWAY CLMSFDATRN AND DESIGN SPEED AS SHOWN N APPENDIX A BE R THE ROM DESIGN MANUAL IN THE SECTION ON W IPBIN STMDARDS. D as rW I, D e D t, • is D D ! is D ' BE CONCRETE OF THE CONTRACTOR ERENB COMBINATION 6" CURB AND GUTTER O5 502 ANGINA DEPARTMENT OF TRANSPORTATION 1� NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PULE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 40O PSI IF PRECAST. J. COMMAMN CURB a GUTTER HUVNG A POWERS OF WO FEET OR LESS (/LONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL CO. MnM CIA® IT CUTTER. 4. FOR WE NTH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB L GUTTER e..u, BE CONSTRUCTED PARALLEL To THE SLOPE OF �MASE COURSES AND TO THE DEPTH RF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE ON CG-8 IS BASED ON RRIDWAY CLMSFDATRN AND DESIGN SPEED AS SHOWN N APPENDIX A BE R THE ROM DESIGN MANUAL IN THE SECTION ON W IPBIN STMDARDS. D as rW I, D e D t, • is D D ! is D ' BE CONCRETE OF THE CONTRACTOR ERENB COMBINATION 6" CURB AND GUTTER O5 502 ANGINA DEPARTMENT OF TRANSPORTATION 3 I A-q IRAOUS TO W AS gK BT U APPROACH SAME SURFARAD I ASMA E ROADWAY (SEE NOTE 6) SHOWN ON PLAA6l C C 1 (RADIUS TO BE AS / RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER / CC-e ISE NOTE 7) / SOEWALN 18" (SEE NOTE 2) ®" FLOW LI FLOW LIRE _--- E%PMSON I M E%I JOINT a JOT NOTE, WIDTH "B" 2'-0" OR AS a' MANWE ROMWAY SHOWN ON TYPICAL SECTION A� PLAN VIEW MARLINE ROADWAY SLOPE 10 PARABOLIC CURVE °EIWRJEON 6X 11M. �TIOIUL ROW ROPE ONMfk ® - - - - D MARINE ROADWAY -AOEE--- ---- ---- Bz NAY. ® - _ D SLOPE CHANGE - - - D A REASON DATE SHEET 1 W 1 201.03 CG-11 GENERAL NOTES 1. WHEN CO-11 S USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE: WITH AASHTO POLICY AD THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DOOR MANUAL.INCLUDING SIGHT DISTANCE REOUFEMEMS. 2. VIXEN THE ENTRANCE RADIN CANNOT ACCOMMODATE THE TURNING AROUIREMENTS OF ANTICIPATED HEAVY TR C1K TRAFFIC. THE DEPTH FOR BMW" L CURB RAPS WRMR THE LINTS OF THE R SHOUD BE INCREASED TO T. J. W"M USED IN CODWCTION WON STANDARD CS-3 OR W-7 THE CURB FACE ON THIS STANDARD S TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFICRATION. 4. SEE STADARD CG-12 FOR CURB RAP DESIGN TO WE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLW MAY REQUIRE WARPING OF A POTION OF GOTTEN TO PRECLUDE FORMS OF WATER. ENTRANCE NOTES S. PLANS ARE TO INDICATE WHEN CONSIRIICTMN OF A FLOW LINE S REAPED TO PWVM POSIDVE MUNAME ACROSS THE ENTRANCE. 7. MARLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LIRE (EXCEPT MY SLB(NIDE STABILIZATION REWIRED FOR M ME PAVEMENT WHICH CAN BE OMTTED N THE ENTRANCE.) a. RADIAL MM OR COMBINATION CURB AND GUTTER SHALL HOT BE CONSTRUCTER BEYOND THE RAW LINE EXCEPT FOR REPLACEMENT PUMOSES. 9. THE DESRIBLE AND MAXIMUM ENTRADE GRADE CHANGES 5'MN.� COMMERICAL ENTRANCE TABLE. ARE LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE V/LLES ARE NOT APPLDMLE TO STREET ® CONSTRUCT GRADE Cl/ANE$ WITH A PARABOLIC CURVE. MMECTIOMS SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES :. T_4 -- ENTRANCE VOLUME GRAPE CHANCE 0" OESIRAELE MAIMMM HIGH MORE TFII!! Iwo WD 0 % 3 X HEWN BW-1'J00 VPo 53X 8X lOW LESS THANSOO VPD 989 8X e. y 0.,AAS AR . �, M. ' �• - 1 NOTE, ALLOWABLE TOSIRENTRANCE GRADE TABLE B NOT INLSI " . •l•• ,w .L', •L' 'M' - y N+Pl1CIdE TO STREET CONNECTIONS SECTION C-C `VDOT SPECIFICATION SPECIFICATION ROM AND BRIDLE STANDARDS STANDARD ENTRANCE GUTTER rREEFERENCE REFERENCE STANDARD 6" CURB ROM AND ea sTMOMoa 5'FIL "" " METHOD OF TREATMENT - ROAD FOR STREET INTERSECTIONS SHEET 1 OF 1 REASON DATE NO REVISION DATE SHEET 1 OF 1 502 AND COMMERCIAL ENTRANCES '�P �'D GAS VNGNIA DEPARTMENT OF TRANSPORTATION E02 MONA DEPARTMENT OF TRA M"ATION 2ps.OJ ACSA GENERAL WATER &SEWER CONDITIONS zDl.ol vNG(M DEPARTMENT of rRANsr'a(TATDN 2o3.a 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 (3-800-552-700i). 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. 3o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL y2a"MI"6- INITIAL BACKFILL a. IN 61. YIN MIN. MIN MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a'MI INITIAL BACKFILL 4MI UNSTABLE 6 B 6 9 $OIL\ MIN MIN MIN MIN. #68 STONE .GRANULAR FILL AS APPROVED BY ACSA \ ST L -L o'c (, STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. a FINISHED GRADE 0 II ADJUSTABLE VALVE BOX W/ LID II - z u s a Z CD a --- WJ. GATE VALVE WATER LINE d k b I r 2500 P.S.I. CONCRETE 8 4 2'X 2' BEARING AREA. THRUST BLOCK ',d a. a O 4 A a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NETS FIG. W-5 TD-2 TD-9 1/8 BEND DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED M PVC PIPE. '• ^MmESWO! . 3/l• MULE PIPE CGDPINc PPROVED EQUAL FOR USE ON ATTACHED ENGINE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATOR SERMCES. Y ^ ^'IMPRESSION . 3/C MAT£ PIPE CDJPLNG PRROYED EQUAL -OR USE M CE.QUED S.G. 1.11 iESIDENTAL SERVICE WEEK AN IRRIGATION METER IS NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 18" 6' PIPE SLOT (2 PLACES) COVER LIFT NOTCH 12 3/8" WATER C 18" METER BOX AST IRON LID 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 10 I I�i0 5' 111 ._. 1 1 1 5' 1 1 F WATER SEWER 3 A E3 P [X � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER g SEWER 30' MINIMUM K SEE PART 3, PARAGRAPH DI SEPARATION OF WATER L SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90e TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2707 1B"-22"VALVE BO% 7 CU. FT. 068 STONE 46• GATE 2"MIN r•,I VALVE 8• % BY TEE 2500 P.S.I. CONCRETE I 'Q BASE AND THRUST 'p'DH•„R / BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE SHEN THE SOIL IS DISTURBED OO� WHEN RESTRAINED JOINT FITTNGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS AODITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BON. 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 SERACE 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 25 �Q (1/4- PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 4DBOW IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-13 TD-33 Alignment: Lochhn Rill Drive 3lcholsoneStreet Description: Demripeen SInien 9mYYx� sE ]LAP Nwahg P sn' PC: 8�3 603 1914T 615 19 W 969 RP. 18SADw 19940924 PT 9-N 29t 19152746 19990636 Cim,W Cavae Due Parmaer t'Mw Para . Vkhm De. 24°05'427187" Tye: wow Radom: 296.Goo LARBA, 124.690 TRgm: 63281 M,dQJ: 6.531 ETf ened 6.679 Cheed: IA-773 Come N87'3726.1827E lanne1Bm Derulpme PTMamn x9.ah{ IF Som 9-RE 294 19152746 HISO636 End: 10-00.786 191505% 20W2 W4 Parameter t'MMA P.. YaM Length: 12494 Crone: S8VO5'31 Li D' aip me Static QEUZQiotPm NarMng FawhN PC: 10.00.]88 191%M DOING 944 111 1395792 199N.502 PT 12-49033 IB983659 XUBS27 Perm. V hW CEMgUCure Due AMAW. VaM Deli: 72° LZ 53,742e TyT<: RIGHT Radom I96.182 LRBHh'. 247i63 Tangent 141097 \bdOvL 37.681 Eunm1: Jew Chord: 23IMO Crow: S43`46'52MTE Alignment ELLS ALLEY 710Eg01Q]N Desnipea. SnIFw Eumg Bun: nD 10+00000 19289.4408A40 20129.933 End 11,22,355 19211398 20237_237/78t]6 iaucciDm Pasemens, Vale. Pa.., Vahe Lenga: 112355 CAP, S62'IT"J33VE Deellipme Snmv Cove%,DaG xoMa{ En mg PC: 11-2235, 19211398 2OD717 RP: 1877T904 2000L743 PT: 11-77336 19193 N4 202H 280 Parmesver Tine C,Ydu On'e Dau Parmemr vane DNXI N 25' 43.9987" TOP: MGM Radian: 490 NO Length.- 54991 Tmleoc 27519 Mid-Qd: 0771 Extu a8 0J72 Chord 54952 Cv S 58- 59525343" E Tmvem Dal. DeFaiptbn PI SNHan Xorthn{ Emh{ Sore 11-77336 19183094 202H 280 End: 1148017 19111465 20301,382 Tgi =tD]N Pareen. YMee P. Vaha LenI 20.691 Couse: 555. 4T 00.S349"£ WF 2 Alignment: PEN PAIRIC LAO E EAJSL TH �� LVSMLQ msrriPmn A., Pr SNtion 11-8848 Nanking 19516--33 Emeng 19815 go, Q 1 Evd 17i7M1 1929650' 20357M2 eyy TRem Data L R. LLINSH' Pa.. Vane P. vide, CDSCOTT LmeN: 519D46 Cvuu: 962-10`J2S827E NO. 35791 Rwr3pmn BmeR Lw:e Pnva Dua No uhhg Fi.Hng 02/08/22 PC' 1]-6].521 19286507 20357932JQV RP: 19111716 90266J3 PIG lati .881 19130.597 20461.916 is CS `SIGNAL IF Paemem VaM cavAuCrv, PaaAem VWAA Del.: 56-57485827 Type: RIGHT Radius: 196.500 LmgN: 195360 Tengm[ 106.610 -NIX d: 23.783 ExtwJ: 27.057 CIm6: 18'.413 C.- S33-41'SI2913'E Ten mnm. Dewsipeov P7 Sh4ov North{ EaKq San: 19-62.881 191305S7 2MIS16 Fat 21-26AS5 IS967656 20 ATM Tmeno Daa PA.. {-One P.,.. `AM LRm: 163.604 C9mx: IS 05. IT 06.8279•E .Alignment: Evanson Alley U) U) U) Description: Z Z W Z W Z W 10e Deutip69n PT Some xorlabi Rama O O O O O SRN'. t0+00000 191JL894 20058.283 gy U) U U U End: I0H8,192 19202,337 20092.222 CI r-H it: it:r it:IDHmtnan Pammner Make P.. Value Leneal 78.192 Co.. N25'43'27.365- W In :5 O O O Curep., l%u N DeuripNen Susan. Morals[ Emtine Z PC. 10-78.192 19202.33] 20092.22E O K= CLe 2e RP. 1898530 20542668 DID d d d PT: 11-IT291 19236.86E 20110,551 F~ Cumla,C, D m Z Q Q Q Pavemerer Vale, Proem Vane LU Ljj D,Its 04-NY9.6343- Type: RIGHT OF) U) � Radian: 500000 u ^ _ > _ > _ > Leigh: 39.00 Tammt HF560 W W W MA C d: 0382 Extewl: 0.392 (� Chord: 39089 C. N275T 52.1824-E Deseeipl8on PT SUa . Fontahg EAANq, Sort 11-17391 19236.862 20110551 End : 11-52.985 19267,710 20128.509 i9geg Pm P...- TAX. P.. Verse LRga 35694 Cmw: N30. IT 169995•E Dmalpmv Stamn curveftion Knia na Eaemg PC. 11-52983 19267710 20128-509 RP 197J0.801 192M.275 PT 11-95.171 19304,605 20148,957 Parameter CirtuW Vahe Curue Oars Proem Vane Del¢ 02-25-015333• TOP, LEFT Radius: 1000000 Evegi, 42.186 TIAPI 21096 %w.0sd: 02z2 JONAVLl: OMM Chord: 42.183 Coutee: N2V 59'46.2328"E 1 N TNgent Daa N e--I N N Daalpmn PT S.t Donate{ Eanhg \LED 00 Start: 11+95-01 19304.605 20148.957 D'1 s\-I sti O End: 12+76688 19376722 20186960 \ Ti2gmtn,m N CD O N Paranaer Value Paremem Vane O Lcng14 81.517 Courw: N 2T 47' 154662" E 2016 ROAD & BRIDGE STANDARDS ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12•Y EWE OF EXISING PAVEMENT lAS DETERMINED IN 11-1 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAVERS EMEND SUBBASE PROPOSED SUBBASE ---------------- ------ cOLVACTED suerJ4l➢E CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED MPHAT WIDENING LAYERS ® PROPOSED MINIMUM 11/e INCH THICK ASPHALT SURFACE COURSE ,SEE NOTE 5) A MINIMUM 12 INCHES.OR GREATER AS NECESSARY TO MUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: I ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VMT PROCEDURES AND BE APPRWED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR "C® ME DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHAL BE ADDRESSED IN THE PAVEMENT DESIGN. J. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE AAOM-ENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN NO FEET APART. 4, THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINMUM DEPTH OF 1V INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE CWRSE,URLESS WAVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISRNG PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRANAGE. 5. EXISTING PAVEMENT MARKINGS AND MASKERS WITHIN THE PROJECT LIMITS SHALL M RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTOR 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SEAL BE TESTED WING A 10 EDGE STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTOR 315 O THE SPECIFICATIONS. `VOE7T SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC ors 303.0E VIR(RNA DEPARTMENT OF TRANSPORTATION MI 8'MIN EMBEDMENT SPROFGE PIPE NO, 68 STONE ��••//- 2016 ROAD & BRIDGE STANDARDS REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -NTIAL BACKFILL' (6" LIFTS) A THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL P CONDITION5 ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT 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. 5-3 TD-34 I M co N ® M � z J C: ^J I L AN W N � �° 3 W 0 > o E W J z _I Q ° 3 J z J E ° \\ /I I I -I Q o 'L. w \ LU`o LID �1 Q O O W 3 W 0L z NJ 0 U T W O W C o� a O a J z o Y I� _ zO C9 CD U)UJ J IY w Z C7 w U w yj - I O N Z ARLYL I- J 0 O C) J U a WLIJ A a 0 U x O / � V s O o U c LU p W d 6 U CI CL = U) ° JOB NO. 112062 0 0 ° SCALE AS SHOWN N c 0 SHEET NO. n 8 0 N L 2831-503 / v ` \ N PA� �r R \ D - 603 (PLAT) \ v v A AI RTE 1481 ` \ `v x� ) / vv /�v �� � \\ PHASE IV STRUCTURES - C I�� k� \ \ \ 202 0.20 0.50 4 442 �m \I I / / I \ \ 204 0.09 0.70 2 42a3 � `� I � / / � \ \ � \\ \\ � 206 0.37 0.50 1 208 0.39 0.40 1 210 0.10 0.63 232 `\ \ x \ \ \ \ / \ \ // / / `\ 212 0.30 0.50 1 1 y o / V A // vv /� 214 0.63 0.50 a4 3 v v bow 4234 / \k \ v / v 216 0.19 0.58 1 TMP 6 -06- )A-O0100 fin° `, A v v / 218 0.41 0.80 II HAIGH> M AEL ROBERT & a A v 220 0.14 0.60 I 1 COLLEEN TRICIA GILLIS o k V A A v A \_- / - / ZONING: R-4 0-1, � \ v y v v IMP 488-1 / / - / 222 0.10 0.80 USE: S UNIT RF / - v \ v �v v CITY OF C�ARLOTTESVILLE / / / 1 � - � / / � � 224 0.25 0.40 D.B. 4511 673 - - ` \ ` ` \ \ PARCEL A, PEN-PARK5. 6 226 0.04 0.80 1 / \DB 507-427, 432 PLAT, •, S 1 _ 228 0.27 0.46 1 �LIBLIC GOLF COURSE 230 0.13 0.80 232 0.15 0.80 ` _ / 232B 0.35 0.46 oEN� s � 7 �79' .�' � / 23 ��Y� r0 � � -IMP 61A0-0 lA 00200 2� 00 �NF v v v r, / / 234 0.06 0.80 M 1 EARL CHANDL PARKER � � � V . v v - v v 236 0.28 0.45 \ LINDA MARI ARKER \ � R •\. � � , / � � \� - - - I 3 1 r 1 ZONING: -4 238 0.37 0.40 USE SFD UNIT �% �� 1 \ v - - / 240 0.46 0.40 ICE /419.7 v / D.B. 4819 9 \ 242 0.23 0.68 244 0.14 0.63 1 -43$ _� - / 230 I / I - •/> \ \/// I 214 STR 0.10 0.40 ? - Tc=o.16 hrs.=9.6 min. / F 7S'oo AFN \ \ / 214 YD A 0.06 0.45 r \ 1 Tc=o.is hrs. (ioo' of overland flow at 6%) 1 \ ', I `I ao 419.2 o9n \ ` - / 214 YD B 0.10 0.45 3 Tc o.oi hrs. 202' of shallow conc. flow at / oEc F - f 1 ( u Tc=o.3.o hrs.=6 min. �o °°c \\ - 214 YD C 0.00 0.45 IMP 61AC _ 7Z0) Tc=o.og hrs. (62' of overland flow at 9%) w ' 22 '0 \ / / 214 YD D 0.26 0.45 I Z HENRY-C £HAXON & \ OEc, r \ n6 I Tc=o.oi hrs. i 6' of shallow conc. flow at o I KATHERINE L UISE PECK (4 5o y �< - �sr 218 STR 0.16 0.80 it ZONIN R-4 R / 7°) I > v v / ; 218 YD E 0.19 0.75 USE SF UNIT - ' 1 / , N . 2 4>a _ c, / /� v 4 218 YD F 0.06 0.75 D.B. 4794, G.131- 1 sx00 \ I 220 STR 0.00 0.30 \ 3-- A /CEAN ��� LOT22 220YDG 0.14 0.60 M l OUT TMP 61A0- � 1A-00400 / v l � MicHAE coRBErr / 226 �� `� \ GRAPHIC SCALE MICNELL CORBETT 3 ZONIN R-4 _ I � I � � 43' T \ \ USE.. S UNIT �' o - / \ 1 Q.B. 485 5ff / 1 _ I E � � / ' � / tizasrERs � o 6 / , •. / ( IN FEET ) 50.48' l\ / / x \ / 41 S / -' I n - 30 It Structure Area Cw 4 (Acres) 5.0 �SC0TT R. LLINSZ 5.0 U No. 35791 3.5 •off 02/08/22k4 3.5 0 S.O �SSIONAL E��S 5.0 5.0 5.0 5.0 5.0 5.0 5.0 3.0 3.0 5.0 r r r 5.0 w w w z.0 0 z 5.0 a o 0 0 6.0 Z W m > 6.0 O z o 0 0 z 9.6 o a F�1 5.0 rA > z o 0 0 Yl w w w w 5.0 .. > > > 5.0 � 5.0 Lu 5.0 Ce 5.0 5.0 5.0 5.0 5.0 5.0 5.0 0 CD N O N _� �• v / �� ti ¢> LO � � .. 6, / /� me - 3 � _ _ � � 240 \ � � ��'�• / / 'i'a / FF .q � sr ..ab:. 2>>"6., � � ,` `\/ / / / / / � qR, 3, \ 3 �%4» A \� \ / // gl3s FF \ is F¢30 / �/ / ~ 5 Fo :y) 1 N 11'15'10" W X. w W A / / qR q�333' v� IRF 1\\ f_f TMP 61A0 06 IA-v�'� 17.00' RF W y W - - \ �3s� \ \ �` ` ° \ b / / / / / { / HOL NELSON DAVIS V v� W W �FFp _1 - / / z / / \ // / \ V NISFDUNl4T / ----� /-7 �1./ \\ �W / ° y / / R.gII� / \ 3 00 / �// I D.B. 737, PG.581 / I / / \ W� M \ I / W W 7 / 9� /\ \ S G / 1 EP _ ' 4 \ \ / - F IRF IRF / / ` \' ) 1 co 41 / 413.26 / Z qRc I is /� ✓ � Q a V. z LOT 1 / 1p4 _ a o Z l o � / / / 238 / _. 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Y I/ ], / / 'f.P3C - s _ J9� M T M .Z7 M N` _ - 3 A• l It 0 1 �� s � � �N T PEN S�_ME 2 / - tl�-stl tl Rjw) = a e _ a 3 tl� - ° a sv� 1 2 • , a d 6kA6_ sv- M 'N�` 2D e a Z' li 3 38J6 SHEET NO. a ' S _ 7 435 LOW PT�TA:14+61.87 LOW PT ELEV: 420.73 PVI S :17+s6.87 430 425 420 425 420 405 M2 395 390 ul 375 370 365 36o 355 350 345 340 335 10+00 10+50 11+00 11+50 a O w Ln Q w Lu z J Y Q a Z w a 0 Ln R w PVI EgEV:421.36 K 26.13 LV :210.00 \ AN EXISTIN 18" RWSA DI WATERLINE RUNS PARALLEL TO THE EX ISTING 1o" ACSA DI WATERLINE IN THIS PORTION OF PEN PARK LANE. SEE UTILITY PLAN / SHEET FOR ADDITIONAL DETAILS. NO CONNECTIC INS ARE PROPOSED WITH fHE EXISTING 18" RWSA DI WATERLINE. ALL CON ECTIONS ARE TO THE EX. 1o" ACSA WATERLINE. HIGH PT S A: 17+32.50 N HIGH PT E EV: 419.11 H LJ PVI ELE -'418.70 K:1 .98 w w LVC: 35.00 Q i0 lam° z O Lh 't O Z a w Q> J W J O oN N � U W � + Lu N Lu ,L z O OD O Co .t m Vn NC ° .t n O W 0 N O N N O W O 00 Om 'tS S d S � It S S . S .t 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+5o EXISTING 1 EXI TING io"ACS J FIRE HYDRANT OWN D WATERLIN u SSEMBLY 71 N 00O S PROPOS D TIE INTO EX STING 3.o"ACSN ° Lu AND 45 BEN PROPOSED 6" CL. 52 D.I.P. WATERLINE NO ES: 1. PER THE Cl Y STANDAR S AND DESIGN MANUAL ECTION 305. /, W MINIMUM' OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROAOWA Y EMBANKM,-NT MA TERIAi SHALL CONSIST PREDOMINAA TL Y OF SOIL AND BE PLI CED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDA VD07 2007 ROAD AND BRIDGE SPECIFICATI N 303.04. J. ALL FILL M ST MEET 95 COMPACTION. 4. MINIMUM 3' OF COVER M ST BE MAINTAINED OVEF SANITARY SEWER. 5. MINIMUM 3' OF COVER M ST BE MAINTAINED OVE W L. 6. MINIMUM 1' F VERTICAL SEPARATION FROM STOR I SEWER & W/L AND 7. OF SEPAR TION BETWE N W/L & S NITARY SEWER Mt BE PROVID D 7 VDOT STD. l -1 INLET REQURED ON ALL STRUCTURE . 8. VDOT STD S JAPING -1 SAFETLAB REQUIRED ON ALL STRUCTURES EA TE 9. VDOT STD S -i STEPS FEQUIRED ON ALL STRUCT RES 4' DEER OR GREA TEA. 10. THE DUCTILE IRON WATE LINES SHALL BE WRAPPED IN POLYETHYLE E ENCASEMENT IF NEEDED BASED OA SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECT D DURING rl 0 rl ry M t0 M •i 'i M d W O n ^ Ol N W 0rl 0Ol W H W H 1 N 0 NO It O^ 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 1g+5o IW PT STA: 21 f12.94 )W PT ELEV: 89.07 PVI STA:20+3 •94 PVI ELEV:39 .97 LVCG156.o0 SSD=157' 153 ED FIR HYDRANT ASSEMBLY go* BEND 6" G.V. LOCATI N OF ADA CROSSWALK ry ND nO^ It OOl lD l0 M m M 0)00 00 20+00 20+50 21+00 DESIGN SPEED: 25 MPH 7T] N N 5 GH PT ELEV: 87.36 PVI STA:21+8 .54 PVI ELEV:385 49 K:15.00 LVC:75.o0 SSD=253' o N N + N N DROPO ED 8"x8" TEE -8" G.V. AND 8" D.I. W/L CONNECTION TO 18" RWSA LINE - SEE UTILITY PLAN S FOR DETAILS 62' W L - 15 STM ZIr Z ; LuLuJ J 0 2.5 5 10 20 N0. 35791 0 04/05/22 �� ( IN F ET) 101 L SO, ORIZONT L SCALE 0 25 50 100 200 W 1n ( INFET) g 1 inch = 50 ft. a Lu Zz z w Z w z w O z O z 2: F O O O O J a U U U U Q U � }} O Z W o m N z o U z 0 U z o U a Q O O Q w w w Z M U) a a a U znnn0 l z / O W C i Lu U) ROPOSED 8" b.I. W/L 1.78- W/L - 15" STM PROPOSED HYDRANT ASSEMBLY 8"x6" TEE 1-6" G.V. O to lD (n W It t, W d W .t O N I� N ^ M W00 t0 n'1 00 W . CD M CO n'1 00 0 W M W n'1 O) O Ol m� MM mM mM MM mm 21+50 22+00 22+50 23+00 23+50 24+00 24+50 L Cl?0 zc1r) N M lql- z ' 0! Q- LOW PT STA: 26+2 N J LOW PT E- 49 C) Ila- PVI STA:25+24.2 o PVI ELEV:351.41 N L K:26.25 LVC:210.00 N W Q Lu = 0 J J L L- 2 Zw J Q ° J z ° ` _ > I.-, Qc o u- a w 1L90 �� o 0 O Z J w ~� 3 0 0 Q 00 W U C6 a 0 0 a Y �_ Q T LJJ ul z ° CD _ U) J z w w Z z w U Z w yj � - I O N Z IIYL J 0 o J U o Wa 0 0 u 4 6 Q O x V m s uC) O N o w U CL Ln ° ° JOB NO. 00 112062 0 L m 0 N m m y ° SCALE AS SHOWN n 25+00 25 SHEET NO. 10 N 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 O n + �.. Lnw U U 43o w w SSD=88o' on 430 1.0 -ONPT4;TA-9+R N PT ELEV: 41 .65 VI STA:9+75.0 ¢A 42Tz 8o VI ELEV: 17 4 4 As-evi�T K:30.70 SSD=552' 425 LVC:20.00 HIGH PT STA: 10 18.95 425 Li106 �n PVI STA:10+3 .95 STA: 1 +1 3 3.34 m + " 00 + " a PVI ELEV:41 .84 LOW P T ELEV:393-38 m 0i w amw K:14.91 PVI PVI TA:12+i1.84 U v u PVI LEV:395 41 420 > m m > w w „" v :26.oi 420 oo a 00 N L C:203.00 E ISTING 8" D.I. WATERLINE + 'o+ a + `u ° H v m m mm SD=163' o n n m "+, Cl REMOVE PLUG AND j m j N a 415 TIE INTO , s�° a " v v " L) 415 v 8" D.I. WATERLINE > m 00 >EXISTING w w WITH PROPOSED 8" D.I.P WATERLINE / 410 410 9� oa ilGI i PT STA: 13+21.50 PROPOSE 8" CL. 52 D.I.P HIG PT ELEV: 93.22 WATERLINE PVI SELEV ,00 405 V 39 ho5 K:12.68 LVC:85.o oNSS = �n04' n N M N pl 400 M m 400 uU U> >m PROPOSED 00 LOC TION FIRE HYDRANT ADA ROSS ASSEMBLY-3 6% 395 E 395 1-6" G.V. -2.000 PROPOSE 4" CL. 53 D.I.P WATERLINE 390 390 PROPOSED go' BEND W/BLOW OFF ASSEMBLY PROPOSED 8"x8" TEE F385 3-8" G.V. 385 38o 38o 375 375 370 365 370 365 36o W 36o a m O w a O Ln w > w w 0 z w J 355 W = 355 L} n z m z v " U V) = m m > U F U > 350 � w -i w J w 350 C6 Z o00 z X LL1 m l+ �� U v 't 00 z 00 Ln w 0 " W N z N 345 w Z Q w V w 345 m 1~i1 Ln Ln ri O M It t0 M O 't OLm 1� CO N O OR N O N n � n ^ V1 rl M O, 'i � CO n M I� 00 I� M lA .t " n M . I� O. " . �t 1p r. m iO N N 6 ry N N O1 N o N No o m o m m m m rn 0) m a• 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 LOCHLYN HILL DRIVE-NICHOLSON STREET 12+50 13+00 13+50 DESIGN SPEED: 25 MPH ✓ALK LON LO' NOTES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREA TER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. LOW PT STA: 20+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: 1+oo.00 PVI ELE :410.90 425 K:1.8o 425 PT STA: 1o+16. 8 LVC: 5.00 w PT ELEV: 410. 8 U w U PVI ST :10+15. o L m w PVI E EV:41o. 5 o a 3 4 + ~ GRAD 4% 420 VC:1o. o ovE o'o % 420 BVC : io+1o. o m BV E:41o. 5 cc w EVCS 10+20. o EV E: 410-3.0 3p 63 4�5 415 GRADE< % OVER yo' 410 O o .1 00 0 410 Ln a W / z m O 405Lu > 0 405 o m w w w w w w 2 z w z >o b in 00 O 400 U S + w 400 J 0 r Ln N 398 Z M 398 Ln Ln O1 Ln 0) rl? co O �O 01 N N y1 o It It It It It .t It .Ot I 't `t 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 EVANSON ALLEY PRIVATE ALLEY DESIGN SPEED=zO MPH VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 2G HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: 1o+lo.00 HIGH PT ELEV: 414.10 PVI STA:10+40.00 PVI ELEV:413.50 K:17.6o LVC:6o.00 0 0 0+ 0 000 o o o w o w vi vi u LOW PT STA: =+82.5o LOW PT ELEV: 4o6.90 PVI STA:1i+5o.00 PVI ELEV:407-55 > > :1 .07 m w LVC: 5.o0 415 GRADE<y% 415 - 01 O Ll1 M V1 0l N 0 N CO0 lO +? "w w kn U vi Soo jm m jw 410 w 410 •00 0 405 405 W J W J Q W z O o0 400 Ln z o 400 > w " 398 Z d 398 r, N It 0, o, " W m Ln N " O m O 00 N O N It O 00It I O to .�i r 't 't 't O 9+75 10+00 10+50 11+00 11+50 12+00 12+25 ELLIE ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH No. 35791 04/05/22�i ZONAL z z z w w w o z 0 0 0 a2 O O O U) L z z 2:z Z w o m N > o > 0 j 0 U U U O w w w Lr) o a a w Z w w w L9 z w w z L7 z w N r1l N N o N O N .+ o n M N 4 M lql- N O N w J U) W H O U Y w r� r^ vJ w Lu Q. JU) w 0 O C u 04 O a Ln W o J` LL 00 o �0 I- U 0 (-1 3 JC U a O C6 0 o0 Q c 0 O E 0 y U x N s `o C c H w E 0 W U Ln JOB NO. 112062 1-00 SCALE AS SHOWN 0 SHEET NO. n 11 L NOTES: 7. 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 305.04. J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. 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 GREA TER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE s a 95 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. 420 20 420 STA:13+z1.91 RAISE RIM TO 412.0' INV. IN 3" CIP (NE)=393.8' 415 NEW MH. B INV. IN 3" CIP (NW)=392.4' 4�5 STA: 11+52.29 INV. IN 4" PVC (SE)=39o.9' INV. IN 4" PVC (SW)=390.9' RIM TO 405.0' INV. IN 8" TCP=39o.8' INV. IN 8" PVC (NW)=389.85' INV. OUT=390.7' INV. IN 4" PVC (NE)=398.8' INV. OUT=389.75' 410 410 405 1405 EX. MH-z8A STA:io+oo.00 EX. RIM:390.40 EXTERNAL DROP CONNECTION: INV.IN=382.40 INV IN. 376.4o TO MH-28B 400 INV OUT.376.3oTO MH-28 217 8 9' 15' STORM XI G SAN 395 395 2" STOR XING SAN 8" SDR z6 PVC 165.62 LF Qa o.50% 390 390 S 3010 SOR 385 29NvF tik 385 38o 38o EXISTINI6 ACSA MANHOLE 28A SANITARY SEWER UPS REAM OF THIS MANHOLE IS UNDER ACSA OWNERSHIP, DOWNSTREAM OFTHIS MANH LE SANITARY SEWER IS UNDER CITY OF 375 CHARL TTESVILLE OWNERSHIP 375 370 370 365 365 00 O ,~y 00 rl a)n Ol 00 ~O 00.. 00 m rn M M o p 1 `o a)°' d M d 9+50 10+00 11+00 12+00 13+00 MHA-EXMH28 14+00 STR:202 IN) STR: EX c INV IN: 38 INV IN:: INV OUT: STR:2o6 VDOT STD. DI-313, L=12' STA. 12+6o.i7 TP=414.18 INV IN: 405.25 TO 208� STR:zo8 VDOT STD. DI-313, L=6' STA. 12+99.72 F-TP=410.55 INV IN: 405.56 TO 220 INV OUT: 405.46 TO 2o6 415 STR:204 VDOT STD. DI-313, L=6' STA. 12+26.20 415 I STR:210 VDOT STD. C TP=413.67 STA. 13+23.31 INV IN: 404.98 TO 206 TP=410.56 INV OUT: 404.88 TO zoz INV OUT: 405.96 TO z 420 410 VDOT STD. DI-313, L=8' 1.9 , STA.10+30.84 8 TP=395.80 -S M INV IN: 390.00 TO 204 INV IN: 388.85 TO 212 I OUT: TO EX PIPE 209)15" RCP 111)5 388.75 94 HGL 5;023.59 LF Qa 1.70% (PIPE 207)15" RCP III 4 DI-3B; L=14' / / 35.55 LF Qa 0.53% 5TA. 17+58.41 ozoo(PIPE 400 TP=39439 205)15" RCP III \\ B.10 TO EX 96 29.98 LF @o.5o% ;88.10 TO zoz TO / C0 388.00 92 Ca'1 395 �tio3�F 395 1� 390 390 (PIPE 202) 25" RCP III 385 26.84 LF Qa 2.11% 385 382 382 W N It 0) ° 00 0 0 M 1'-N ri L!' l0 c^i W 00 0 I� 0) Ol 00 0 0) '4 0 O <0 O ~ r� s a 00 M O o m m M m a a 't 9+75 10+00 STR:202 VDOT STD. DI-313, L=8' INV IN: 3 INV IN: INV OUT: 38 10+50 11+00 11+50 12+00 12+50 STR 210 - STR EX 94 S TA. 10+30.84 TP=395-80 go.00 TO 204 400 388.85 TO 212 8.75 TO EX 94 395 1 395 L 390 390 RCP U1 oPE2 1.1F 15 23•p2 385 385 382 382 M � M M 9+75 10+00 10+50 10+75 STR 212 - STR 202 13+00 13+50 13+75 430 425 4zo STR:236 VDOT STD. DI-313, L=8' STA.12+z4.83 TP=413.6z INV IN: 4o6.47 TO 238 INV IN: 409.00TO 226 INV OUT: 406.37 TO 234 410 IA& 400 415 410 405 400 STR:EX 62 DI-313; L=14' STA.16+77.1z TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 STR:zzo VDOT STD. MH-i STA. 12+62. z7 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-313, L=6' STA. 12+00.57 TP=4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94TO zzo INV OUT: 400.32 TO 216 STR:z16 VDOT STD. DI-3C, L=6' STA. 11+52.48 TP=4o6.1g INV IN: 399.00 TO 218 INV OUT: 395-5o TO 214 STR:214 VDOT STD. DI-7 STA. 10+92.65 STR:zzz VDOT STD. DI-313, L=8' TA.13+zz.o8 =410.18 415 INV IN: 402.75 TO zz4 INV OUT: 402.65 TO zzo S I K:224 VDOT STD. DI-313, L=io' STA.13+50.33 TP=409.72 INV OUT: 402.94 TO zzz 405 TP=398.oz y L(PIPE zz3)15" RCP III INV IN: 393-75 TO 216 24.26 LF @o.68% JV OUT: 38g.z8 TO EX 6z (PIPE 221)15" RCP III 400 55.81 LF @ o.5o% (PIPE 21g)15" RCP III 57.7o LF o.5o% (PIPE 217)15" RCP III 395 44.og LF @z.74% ST - 8" AN I 390 215)15" RCP III LF @ 2.93% 385 (PIPE 213)15" RCP III 385 88.65 LF Qa 2.70% 38o 380 378 378 00 00 m '} O N p� M o o'6 r, a mC5) o N 05 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 STR:228 VDOT STD. DI-313, L=8' STA. 12+00.57 TP=4zo.z8 INV IN: 410.57 TO 230 INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO zz8 INV OUT: 410.00 TO 236 0 1 00 n 00 N d o o It 9+75 10+00 10+50 11+00 STR zz4 - STR EX 62 STR:232 VDOT STD. DI-3B, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232E INV OUT: 418.52 TO 230 STR:z3o VDOT STD. DI-3B, L=8' STA.1z+21.14 TP=4z0.28 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50 18" HGL s'Sw/L lP\PE22'3)F500 301°70 241.2 JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61. LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% STR:232B VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 OM1rq l0 M m M 00 Ol m (n W l0 N M ^ M ci 00 W O 01 O m O ON N 4 n M N t0 � N S N N N N S S 1 N d N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL E��S z z z i oz 2: 2: 2 o 2: 2: 2: a U) O O O }} F U 2:z z z Z w m > > j O o N o 0 0. U U U z O Q W W W � a a m VJ 0 z Ln U) W i i W C L9 � Cl? M N ® M � z N J O WCY) N � Q W = W L o J� �~ o L z W J O ° J Q DC N J ° cc LL. > a W F c ~�1 `0 O W 3 J (f) z� U a o W U uj J C� a J Q o Y ` W E ul ~ z �CD ° Q z z U) J z w U W U w Lu N � - I O Z IIYL J F-- o U J o Lij a W a 0 x a U x s uC) O N C o w = U d L JOB NO. ° ° 112062 0 y SCALE ° AS SHOWN o c ° SHEET NO. n 12 L 9+75 10+00 10+50 10+75 STR 212 - STR 202 13+00 13+50 13+75 430 425 4zo STR:236 VDOT STD. DI-313, L=8' STA.12+z4.83 TP=413.6z INV IN: 4o6.47 TO 238 INV IN: 409.00TO 226 INV OUT: 406.37 TO 234 410 IA& 400 415 410 405 400 STR:EX 62 DI-313; L=14' STA.16+77.1z TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 STR:zzo VDOT STD. MH-i STA. 12+62. z7 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-313, L=6' STA. 12+00.57 TP=4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94TO zzo INV OUT: 400.32 TO 216 STR:z16 VDOT STD. DI-3C, L=6' STA. 11+52.48 TP=4o6.1g INV IN: 399.00 TO 218 INV OUT: 395-5o TO 214 STR:214 VDOT STD. DI-7 STA. 10+92.65 STR:zzz VDOT STD. DI-313, L=8' TA.13+zz.o8 =410.18 415 INV IN: 402.75 TO zz4 INV OUT: 402.65 TO zzo S I K:224 VDOT STD. DI-313, L=io' STA.13+50.33 TP=409.72 INV OUT: 402.94 TO zzz 405 TP=398.oz y L(PIPE zz3)15" RCP III INV IN: 393-75 TO 216 24.26 LF @o.68% JV OUT: 38g.z8 TO EX 6z (PIPE 221)15" RCP III 400 55.81 LF @ o.5o% (PIPE 21g)15" RCP III 57.7o LF o.5o% (PIPE 217)15" RCP III 395 44.og LF @z.74% ST - 8" AN I 390 215)15" RCP III LF @ 2.93% 385 (PIPE 213)15" RCP III 385 88.65 LF Qa 2.70% 38o 380 378 378 00 00 m '} O N p� M o o'6 r, a mC5) o N 05 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 STR:228 VDOT STD. DI-313, L=8' STA. 12+00.57 TP=4zo.z8 INV IN: 410.57 TO 230 INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO zz8 INV OUT: 410.00 TO 236 0 1 00 n 00 N d o o It 9+75 10+00 10+50 11+00 STR zz4 - STR EX 62 STR:232 VDOT STD. DI-3B, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232E INV OUT: 418.52 TO 230 STR:z3o VDOT STD. DI-3B, L=8' STA.1z+21.14 TP=4z0.28 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50 18" HGL s'Sw/L lP\PE22'3)F500 301°70 241.2 JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61. LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% STR:232B VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 OM1rq l0 M m M 00 Ol m (n W l0 N M ^ M ci 00 W O 01 O m O ON N 4 n M N t0 � N S N N N N S S 1 N d N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL E��S z z z i oz 2: 2: 2 o 2: 2: 2: a U) O O O }} F U 2:z z z Z w m > > j O o N o 0 0. U U U z O Q W W W � a a m VJ 0 z Ln U) W i i W C L9 � Cl? M N ® M � z N J O WCY) N � Q W = W L o J� �~ o L z W J O ° J Q DC N J ° cc LL. > a W F c ~�1 `0 O W 3 J (f) z� U a o W U uj J C� a J Q o Y ` W E ul ~ z �CD ° Q z z U) J z w U W U w Lu N � - I O Z IIYL J F-- o U J o Lij a W a 0 x a U x s uC) O N C o w = U d L JOB NO. ° ° 112062 0 y SCALE ° AS SHOWN o c ° SHEET NO. n 12 L STR:228 VDOT STD. DI-313, L=8' STA. 12+00.57 TP=4zo.z8 INV IN: 410.57 TO 230 INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO zz8 INV OUT: 410.00 TO 236 0 1 00 n 00 N d o o It 9+75 10+00 10+50 11+00 STR zz4 - STR EX 62 STR:232 VDOT STD. DI-3B, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232E INV OUT: 418.52 TO 230 STR:z3o VDOT STD. DI-3B, L=8' STA.1z+21.14 TP=4z0.28 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50 18" HGL s'Sw/L lP\PE22'3)F500 301°70 241.2 JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61. LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% STR:232B VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 OM1rq l0 M m M 00 Ol m (n W l0 N M ^ M ci 00 W O 01 O m O ON N 4 n M N t0 � N S N N N N S S 1 N d N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL E��S z z z i oz 2: 2: 2 o 2: 2: 2: a U) O O O }} F U 2:z z z Z w m > > j O o N o 0 0. U U U z O Q W W W � a a m VJ 0 z Ln U) W i i W C L9 � Cl? M N ® M � z N J O WCY) N � Q W = W L o J� �~ o L z W J O ° J Q DC N J ° cc LL. > a W F c ~�1 `0 O W 3 J (f) z� U a o W U uj J C� a J Q o Y ` W E ul ~ z �CD ° Q z z U) J z w U W U w Lu N � - I O Z IIYL J F-- o U J o Lij a W a 0 x a U x s uC) O N C o w = U d L JOB NO. ° ° 112062 0 y SCALE ° AS SHOWN o c ° SHEET NO. n 12 L STR zz4 - STR EX 62 STR:232 VDOT STD. DI-3B, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232E INV OUT: 418.52 TO 230 STR:z3o VDOT STD. DI-3B, L=8' STA.1z+21.14 TP=4z0.28 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50 18" HGL s'Sw/L lP\PE22'3)F500 301°70 241.2 JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61. LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% STR:232B VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 OM1rq l0 M m M 00 Ol m (n W l0 N M ^ M ci 00 W O 01 O m O ON N 4 n M N t0 � N S N N N N S S 1 N d N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 405 M 14+50 14+75 No. 35791 04/05/22�� ZONAL E��S z z z i oz 2: 2: 2 o 2: 2: 2: a U) O O O }} F U 2:z z z Z w m > > j O o N o 0 0. U U U z O Q W W W � a a m VJ 0 z Ln U) W i i W C L9 � Cl? M N ® M � z N J O WCY) N � Q W = W L o J� �~ o L z W J O ° J Q DC N J ° cc LL. > a W F c ~�1 `0 O W 3 J (f) z� U a o W U uj J C� a J Q o Y ` W E ul ~ z �CD ° Q z z U) J z w U W U w Lu N � - I O Z IIYL J F-- o U J o Lij a W a 0 x a U x s uC) O N C o w = U d L JOB NO. ° ° 112062 0 y SCALE ° AS SHOWN o c ° SHEET NO. n 12 L L9 � Cl? M N ® M � z N J O WCY) N � Q W = W L o J� �~ o L z W J O ° J Q DC N J ° cc LL. > a W F c ~�1 `0 O W 3 J (f) z� U a o W U uj J C� a J Q o Y ` W E ul ~ z �CD ° Q z z U) J z w U W U w Lu N � - I O Z IIYL J F-- o U J o Lij a W a 0 x a U x s uC) O N C o w = U d L JOB NO. ° ° 112062 0 y SCALE ° AS SHOWN o c ° SHEET NO. n 12 L TES: j,TH p 1. F� 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HOPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST SCOTT R. LLINS'Z VERTICAL SCALE PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE O U No. 35791 e o zs s io zo UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN °po 04/05/22 k4 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE STR:zyz VDOT STD. DI-36, L=io' SsiO E��S IN FEET SPECIFICATION 303.04. NAL 1 inch - 5 ) ft. J. ALL FILL MUST MEET 95% COMPACTION. STA. 10+33-54 72 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY STR:EX 58 DI-3B; L=14' INV IN: 8 5-33 SEWER. STA. i8+6z.68 INV O T:385.TO z44 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. TP=388.57 INV OUT: 385.z3 TO EX 581 J7J HORIZONTAL SCALE 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & INV IN: 381.5o TO EX 6o STR:244VDOT STD. DI-3B,L=8' so o zs so 1 00 W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY INV IN: 384.5oTOz4z STA.30+58.71 SEWER MUST BE PROVIDED. INV OUT: 381.4o TO 56 TP=390.8o w U) 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. INV OUT: 385.83 T0242 z ( IN FEET ) 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES a 1 inch = 50 ft. GREATER THAN 72' DEEP. 390 390 Lu 9. VDOT STD ST-7 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. U) U) U a 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN HGL w w w POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL o z z_ U) CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING 385 - 385 0 0 0 0 a THE CONSTRUCTION PROCESS.��//�� i(PIPE243)15" RCP III Vl 21.17 LF dal 1.99% Z Lu 055 j O � Q o N o 0 o Q (PIPE 241)15" RCP III v U U w w w Z 38o 29.54 LF �a z.i8% 38o ~ > z 0 0 0 Vlw w w w � in in cn O 378 378 ; z W 11, �m Ce tu CO Cl a, = U) 9+75 10+00 io+5o 11+00 12+25 STR 244 - STR EX 58 O N N N N N \ \ \ M \ IA W IA \ N O O CD STR:238 VDOT STD. DI-7 STA.iz+61.yz L9 M TP=414-54 INV IN: yo8.o TO zyo m INV OUT yob oo TO z36 N ® M z N J I ICY) 0 STR:2i8 VDOT STD.N Q ° Q INV IN: y ; O INV IN: y ° INV OUT: _ V) - Zw J LL, J Q J J ° z ` ,� L o L L O w \\ c .000 L9 0 p ui w 3 z J < Q a� U = z� o U ` J ' a J o Y Q _ a CD z Ljj CD z z FIELB U)Z J z w = w z w U z w Ly N - I O Z IILYL J I- O 00 J U g+75 io+oo io+5o ii+oo ii+5o iz+oo iz+50 13+00 13+50 14+00 14+25 J w a STR zoo -STR z18 0 Q x c�s uC o N N C 0 w U d � � JOB NO. ° ° 112062 0 SCALE ° AS SHOWN ° SHEET NO. a ° 13 N L STA.iz+oo.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.y7 TO z38 STA. i3+6z.yg TP=yo8.55 INV IN: yo9.00 TO zz6 TP=4zO�73 INV IN: yoz.io TO z36 INV OUT: yo6.37 TO z34 INV OUT: yi6.00 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 �L oho 91y5 4io 9� o 4zo (PIPE z37) i5" RCP III 405 3z.58 LF Qa y.i8°/u 405 $1°� 40o (PIPE lF � 68 85 RCP111 � � 400 s. o' STM - EX. 8" SAN 8.0' MUST BE TM - EX. FIELD g" SAN 395 VERIFIED UST BE 395 VERIFIED 39z 39z l0 � O � Ol N 1p � n O m � O N 1p ^ rl M W ^ � � pl � rl a rl � Ol � � tp M n N Ol p N ~ M N d � 1p � p1 d S � d � S d S � � � � � � S d Design Year: 10 Project: Lochlyn Hills Ph 4 Job #: 112062 Prepared by: KKW �j,TH "�'" Design Storm Year = 10 �NVERT SCOTT R. LLINS'Z ELEVAMNS U No. 35791 °� 04/05/22 IONAL w U) Z g w K F F F Z w w w zo � a O O O U) a z z }} o U r 0r Z m a 0 N U U U U U U Q O O Q a a a Z /�H/� Z VlLu Ln U) W O Z O W w Lu x In O N N N N N \ \ \ y N O o 0 \ n O O M ZM N M z N J Table 8: Pipe Design Table w N Q W > z� J O o zLLJ J Q ~ J ° z Q` ° J o a �` w U 0 O w o 3 �, " z N L I_ < o U w r n a o V W a� J z� a Hi Y Q a r z° CD z_ `� J z w Z 2 w z Uw Z w � UJ O N Z - I IrYL J o JF-- U o a LIJ 0 a mow/ L f_ y U 0 a x V ° s U� N G y o CC w x = U c° d In ° 0 JOB NO. 112062 0 SCALE ° AS SHOWN ° SHEET NO. a 14 0 L �--_-_-_-- --_____-_--- III �0 11 I I 11 I1 •1, .1 1 PIPE DESIGN n=0.013for RCP n=0.01forHDPE Ape Hydrology Pipe rn � in � c W � � E S o w E m � « m m Ica c 'w E _ Q� U U U U U v N N � o E o 'o E Y o m o E m E N � LL > LL K Rpe run: 210-IX 94 210 208 0.10 0.63 0.063 0.063 5.00 6.67 0.42 0.42 405.96 405.56 19.6 0.01 0.0204 15 9.23 3.73 0.09 208 206 0.39 0.40 0.156 0.219 13.50 4.76 0.74 1.04 405.46 405.25 35.6 0.01 0.0059 15 4.96 3.20 0.19 206 204 0.37 0.50 0.185 0.404 13.69 4.73 0.88 1.91 405.15 404.98 30.0 0.01 0.0057 15 4.86 3.70 0.13 204 202 0.09 0.70 0.063 0.467 13.82 4.71 0.30 2.20 404.88 390.00 191.4 0.01 0.0778 15 18.01 9.60 0.33 202 94 0.20 0.50 0.100 0.717 14.15 4.67 0.47 3.34 388.75 388.10 26.8 0.01 0.0242 15 10.05 7.30 0.06 Rpe run: 212-202 212 202 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 389.50 388.85 23.0 0.01 0.0282 15 10.85 5.44 0.07 Rpe run: 240-218 240 238 0.46 0.40 0.184 0.184 9.60 5.45 1.00 1.00 416.00 408.10 97.1 0.01 0.0814 15 18.43 7.76 0.21 238 236 0.37 0.40 0.148 0.332 9.81 5.41 0.80 1.80 408.00 406.47 32.6 0.01 0.0470 15 14.00 7.81 0.07 236 234 0.28 0.45 0.126 0.999 13.42 4.77 0.60 4.77 406.37 402.10 148.0 0.01 0.0289 15 10.970.29 234 218 STR 0.06 0.80 0.048 1.047 13.70 4.73 0.23 4.95 402.00 400.42 68.9 0.01 0.0229 15 9.79 7.97 0.14 Rpe run: 226- IX 62 224 222 0.25 0.40 0.100 0.100 5.00 6.67 0.67 0.67 402.94 402.75 29.1 0.01 0.0065 15 5.22 2.91 0.17 222 220 STR 0.10 0.80 0.080 0.180 5.17 6.61 0.53 1.19 402.65 402.35 55.8 0.01 0.0054 15 4.74 3.20 0.29 220 STR 218 STR 0.00 0.30 0.000 0.264 5.46 6.52 0.00 1.72 402.25 400.42 57.7 0.01 0.0317 15 11.50 6.72 0.14 218 STR 216 0.16 0.80 0.128 1.627 13.85 4.71 0.60 7.66 400.32 399.00 44.1 0.01 0.0299 15 11.18 9.77 0.08 216 214 STR 0.19 0.58 0.107 1.734 13.92 4.70 0.50 8.15 395.50 393.75 55.8 0.01 0.0313 15 11.44 10.10 0.09 214 STR 62 0.10 0.40 0.040 1.963 14.01 4.68 0.19 9.20 389.28 386.78 88.7 0.01 0.0282 15 10.85 9.90 0.15 Rpe run: 244- IX 58 244 242 0.14 0.63 0.088 0.088 5.00 6.67 0.59 0.59 385.83 385.33 21.2 0.01 0.0236 15 9.93 4.35 0.08 242 58 0.23 0.68 0.156 0.245 5.08 6.64 1.04 1.62 385.23 384.50 29.5 0.01 0.0247 15 10.15 6.06 0.08 Rpe run: 2326-236 2328 232 0.35 0.46 0.161 0.161 6.00 6.35 1.02 1.02 418.93 418.62 28.3 0.01 0.0109 15 6.76 3.94 0.12 232 230 0.15 0.80 0.120 0.281 6.12 6.31 0.76 1.77 418.52 410.98 241.2 0.01 0.0313 15 11.42 6.67 0.60 230 228 0.13 0.80 0.104 0.385 6.72 6.14 0.64 2.37 410.88 410.57 28.6 0.01 0.0108 15 6.72 4.94 0.10 228 226 0.27 0.46 0.124 0.509 13.00 4.84 0.60 2.46 410.47 410.10 32.8 0.01 0.0113 15 6.86 5.10 0.11 226 236 0.04 0.80 0.032 0.541 13.11 4.82 0.15 2.61 410.00 409.00 94.0 0.01 0.0106 15 6.66 5.07 0.31 DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (`/o) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 210 DI-36 CG-6 4 410.56 VDOT STD. IS-1 REO'D 209 15 19.59 2.04% 405.96 405.56 RCP3 206 DI-3B CG-6 12 414.18 VDOT STD. IS-1 REQ'D 205 15 29.98 0.57% 405.15 404.98 RCP3 204 DI-3B CG-6 6 413.67 VDOT STD. IS-1 REQ'D 203 15 191.35 7.78% 404.88 390.00 RCP3 202 DI-3B CG-6 8 395.80 VDOT STD. IS-1 REQ'D 201 15 26.84 2.42% 388.75 388.10 RCP3 212 DI-36 CG-6 10 395.41 VDOT STD. IS-1 REQ'D 211 15 23.02 2.82% 389.50 388.85 RCP3 240 DI-7 CG-6 - 420.73 VDOT STD. IS-1 REQ'D 239 15 97.08 8.14% 416.00 408.10 RCP3 238 DI-7 CG-6 - 414.54 VDOT STD. IS-1 REQ'D 237 15 32.58 4.70% 408.00 406.47 RCP3 236 DI-3B CG-6 8 413.62 VDOT STD. IS-1 REQ'D 235 15 147.98 2.89% 406.37 402.10 RCP3 234 DI-36 CG-6 6 408.55 VDOT STD. IS-1 REQ'D 233 15 68.85 2.29% 402.00 400.42 RCP3 224 DI-3B CG-6 10 409.72 VDOT STD. IS-1 REQ'D 223 15 24.26 0.88% 402.94 402.75 RCP3 222 DI-3B CG-6 8 410.18 VDOT STD. IS-1 REQ'D 221 15 55.81 0.54% 402.65 402.35 RCP3 220 STR MH-1 CG-6 - 412.00 VDOT STD. IS-1 REQ'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 REQ'D 217 15 44.09 2.99% 400.32 399.00 RCP3 216 DI-3C CG-6 6 406.19 VDOT STD. IS-1 REQ'D 215 i 15 55.83 3.13% 395.50 393.75 RCP3 214 STR DI-7 CG-6 - 398.02 VDOTSTD. IS-1 REQ'D 213 15 88.65 2.82% 389.28 386.78 RCP3 244 DI-36 CG-6 8 390.80 VDOT STD. IS-1 REQ'D 243 15 21.17 2.36% 385.83 385.33 RCP3 242 DI-3B CG-6 10 390.72 VDOT STD. IS-1 REQ'D 241 15 29.54 2.47% 385.23 384.50 RCP3 2326 DI-36 CG-6 10 427.31 VDOT STD. IS-1 REQ'D 232A 15 28.34 1.09% 418.93 418.62 RCP3 232 DI-3B CG-6 8 427.18 VDOT STD. IS-1 REQ'D 231 15 241.22 3.13% 418.52 410.98 RCP3 230 DI-3B CG-6 8 420.28 VDOT STD. IS-1 REQ'D 229 15 28.61 1.08% 410.88 410.57 RCP3 228 DI-36 CG-6 8 420.28 VDOT STD. IS-1 REQ'D 227 15 32.84 1.13% 410.47 410.10 RCP3 226 DI-3B CG-6 4 419.40 VDOT STD. IS-1 REQ'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 REQ'D YD D-C 12 52.50 1.90% 396.50 395.50 HDPE 214 YD C YARD INLET CG-6 18" 402.00 VDOT STD. IS-1 REQ'D YD C-214 12 55.50 2.70% 395.40 393.90 HDPE 214 YD B YARD INLET CG-6 18" 400.50 VDOT STD. IS-1 REQ'D YD B-A 12 46.10 3.04% 396.50 395.10 HDPE 214 YD A YARD INLET CG-6 18" 400.50 VDOT STD. IS-1 REQ'D YD A-214 12 38.70 2.84% 395.00 393.90 HDPE 218 YD F YARD INLET CG-6 18" 413.00 VDOT STD. IS-1 REQ'D YD F-E 12 148.70 3.30% 409.00 404.10 HDPE 218 YD E YARD INLET CG-6 18" 408.00 VDOT STD. IS-1 REQ'D YD E-218 12 24.10 5.23% 404.00 402.74 HDPE 220 YD G YARD INLET CG-6 18" 416.00 VDOT STD. IS-1 REQ'D YD G-220 12 60.00 6.67% 412.00 408.00 HDPE TH OFD Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table �SCOTT R. LLINSZ U No. 35791 °� 04/05/22 oONAL W Z g W K M F F F Z Z Z Z U * gutter longitudinal slope of 0.001 should be used in a sump condition Z � � � U) grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth O Z � � 2 ' for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities a U) U U U a NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. � � � 0 w m > > j a O Z N U U U Q U U U Q w w w Z /�� Ln a a aLL tn O W w Ce Lu x U) Table 6: Sump Inlet Design Table O N N N N N \ \ \ y o 0 \ N O O O n L9 ZM 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 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 W N o ° W < p cn z� LLJ J o ZJ Q I� J z Q` ° > Jo w M > U L9 Q � W 3 Z " Q w� U a o W a� J z� r J o Y Q �_ a LAz° Z Z J Z w w z Uw Z w LU N f♦ - I O Z Ir.YL J JF- o U J W 0 wa 0 a U X c�s U o o N N G C o w U d Ln JOB NO. ° 0 112062 0 SCALE ° AS SHOWN ° SHEET NO. a ° 15 L tj 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 O � O � 3 N � N O C T �_ � O N N � fn c (+ � � � m `m 10 d c � � v c � x 3 °' 3 � o � o � 3 OQ « J � E � Q o. > J Q U U o 0 0 (� W m to U J J W o o U o: 202 38 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 36 12.0 0.37 0.50 0.185 0.74 0.00 0.74 0.094 0.020 2.0 0.083 4.1500 3.91 0.96 3.5120 0.1463 0.1605 9.85 1.22 1.00 0.74 0.00 - 208 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 36 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 38 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 3B 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 38 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 36 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 .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 .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 38 10.0 0.23 V0.630.35 .63 0.00 0.63 0.052 0.020 2.0 0.063 4.1500 4.11 0.92 3.5120 0.1463 0.1546 7.86 1.27 1.00 0.63 0.00 - 244 38 6.0 0.14 0.00 0.35 0.052 0.020 2.0 0.083 4.1500 3.31 0.96 3.5120 0.1463 0.1605 6.04 1.32 1.00 0.35 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet '2 °J 2 J N O C p N a � W N � � N � O L t 3 O 3 .�-. X W O C U N C N O a U w c F � o m x in m o c E INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � N N O C T � U O O 3 U l0 F l0 � � � � n t W O a N O L Q O L a > H 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 conbined flow 0.4 0.07 0.161 3.68 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N N N a � m � d � •�' � � � � o m w � t 0 o yo', v � o 3 � 03 y rn � � c � � c V d m Y � F o �m � � 3 s, o. � W U o 0 o to � 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 DRAINAGE D IN FLOW TYPE INLET' TYPE AREA (FTC) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 214 STR DI-7 3.00 6.40 0.10 0.40 4.00 0.16 0.5 WEIR FLOW 214 STR DI-7 3.00 6.40 0.10 0.40 6.50 0.26 0.7 WEIR FLOW 238 DI-7 3.00 6.40 0.37 0.40 4.00 0.59 1.2 WEIR FLOW 238 DI-7 3.00 6.40 0.37 0.40 6.50 0.96 1.6 WEIR FLOW 240 DI-7 3.00 6.40 0.46 0.65 4.00 1.20 1.9 WEIR FLOW 240 DI-7 3.00 6.40 0.46 0.65 6.50 1.94 2.6 WEIR FLOW Landscape Notes k TREE CANOPY CALCULATIONS: CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN / / TMP 61A- TOTAL SITE AREA (PHASE IV) 4-Z)oAC OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS k k ° LORIE WIERENGA SHl DWELLING UNITS 22 RESIDENTIAL UNITS OF CONSTRUCTION. / / Rw [ PARCEL A PROPOSED DENSITY 22 DWELLING UNITS 14.5o AC=4.89 DUA „ DOUBLE STRAND#12 GAUGE WIRE 4 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 k ° ZONING R-4 OF 20%TREE CANOPY �� y' MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION SE' SFD UNIT 2"x2"HARDWOOD STAKE EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY 2831-503 CUT& REMOVE BURLAP FROM TOP CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS / / / Q TOTAL SITE AREA 196,o96 SF(4.5o AC) 1/3 OF BALL AS SHOWN AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ k �D - 605 (PI OPEN SPACEAREA'A'-40,486SF(o.929AC) 1 I / OPEN SPACE AREA'B' - 3,494 SF (0.08o AC) SCARIFY SUBSOIL T04"MIN. DEPTH 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY \ OPEN SPACEAREA'C' - 2,445 SF (0-056 AC) -� CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES w MULCH SAUCER OPEN SPACE AREA'D' - z,749 SF (0.063 AC) }- � -� SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE w \+ Q OPEN SPACE AREA'E' - 2,241 SF(o.o4g AC) FINISHEDGRADE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR w TO WORK. \ ,; , , 144,781 SF (3324 AC) I TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE w \+ TOTAL TREE CANOPY REQUIRED 20%X 144,781 SF=28,956 SF GUYED WITH 3 EQUALLY SPACED PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE \ \ TWISTED,#12 GAUGE WIRE WITH HOSE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE w \ \\+ TREE CANOPY PRESERVED =z02 SF 1 HT. TREE „i AND TURNBUCKLES. LOOP HOSE 1 3 AROUND TRUNK ABOVE BRANCHES o = - BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO \ -. \ TREE CANOPY PROPOSED ON SITE = 27,2gg SF -III=III I � '. "� = 1= AS SHOWN, FLAG WIRES WITH DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO w + Sp ®jfAICIVIDED=2g,212 SF =rN COURVEY TAPE. REFER TO SPECS COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPUNES. \w \ \{\ AII ICI UTCS -I FOR ADDITIONAL INFORMATION. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE \ w + 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT TI II -III =III III III- AMENDED SOIL MIX SAME SOURCE (PER SPECIES). \ OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN ,ICI COMPACTED SUBGRADE 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL w NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS Tree Planting and Staking Detail ARRIVAL ON SITE. SEE SPECS. Not To Scale 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL w 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS \ NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. PRIOR TO DELIVERY. S ( w \` 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 276IJI w \ gyp"! A g { 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL DENSE ,S,A9 \ w \U�RoR [1,FFgS °CyyN TO f? BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND q0 / T N/ Evergreen Tree PlantingDetail ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. \ w � A, \(TF/VS \ (( LAN ANTS ND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO NotTogScale 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES \ 9),9AO/I/ BE MAINTAINED REA ETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. "'� w OT-\ PRESERVE SIGHT LIN AND CCOMMODATE PEDESTRIANS. _ + I 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. ^I \ Q TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. u No. 35791 1� TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, `6 04/05/22 AND TURNBUCKLES. LOOP HOSE AROUND o`S'SIONAI, TRUNK. FLAG WIRES WITH COURVEY TAPE. E��S REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE F lu In 2"x2" HARDWOOD STAKES, ALIGN z TOP OF STAKES a MULCH SAUCER K AMENDED SOIL MIX Z F F F w w LU O 2: 2: 2:N z 2: � a O O O O CUT AND REMOVE BURLAP FROM TOP to Q 1 /30F BALL AS SHOWN U 0 SCARIFY SUBSOIL TO 4" MIN. DEPTH Z Lu O O O COMPACTED SUBGRADE O JQ O w w w Q Haaau_ z 0 � uWV) o Z / O W w 1 \ \ GRAPHIC SCALE t r w C o fAlb I I \ 30 0 15 30 60 VC ounty ¢mar a -. Conenadon Plan Chiddlit- To he placed on Landscape Plans (Haambooly WIII-284-Ill-297 for complete. spec,ticatians) '� - -" 3 QR I I. The 1]11ma item[ah]Bbhoenrnthe man: q ( ) 93 Trees to be saved; An ® Limits of cleating (outs de dtiphm of tem to be saved); "T 02 0 w \ IN FEET W Location and type ofpmteenve fsdng; DEC' �• 1 \� �'491 '-\ 1 inch = 30 IF ®crmeanange9 regamr,ghW Wang orwa119; 1 � ,\O w Og �9 /. 0 ProposedtencltlngorN dingbeyondNelimitsofel aring. I TMP 61AO-06-IA-00300 RWA [ '- \�' °To m 4 QR 2 �I HENRY C CHAIKLIN & DECK 4 AR w j¢6 o An nws m x aevo she be ma kN w th p t m bbo at a heigm cl aay Bible o q pment opmabm. 1 I KATHERINE LOUISE PECK p 7S/,'/' Vo grading shml begin until Ore trm marking haz been inspectetl end approve] by a County Ivspactm. 1 RWA [ C ZONING R-4 / 2 BN3. \, ' Wj / a ire<amtramaacanrzreaee I USE.' SFD UNIT ti r ' /` \ w\ El Tice preservatimend protection rnemnresshall bersvieweaWidmeconnector onsite. 1 PROPOSED ROW DEDICATION AREA 1 D.B. 4794, PG.137 4 mns¢ Eeulomem Gsean and store: Lu �"' / � / \ saved. ml, velaemar trafficand storage of conswetnnmazerialsineluding soilsnml not bepemnttal within the driplines oftreo 1 1 "-�� /' \� / j �� z♦_ w ly to be saved 5. El Swh dev shell net dvemdy taffe h was m be saved. 1 V A LOT 22 / w 3) EXISTING STREET w (MAPLES) TO 0. F,rer: II I IMP 61A0-OU 1A-00400 /'/ / '/ /' % '/ REMAIN ,��L��Jrrrsss• \ Q Fires are not pami0ed withn i100 feet ofLhe dripline of tsreto be saved. 1 9. Tack Madr®h� / . \ MICHAEL CORBETT / / /� w V� 8 AR ./ �Y � ,�� Q T°demateamsshin not bestereiWLmn100feet ofthedap[ineoftreestobeacrcd I MICHELLE CORBETT / // LOT21 ° - i S. Prause ive Tend.,, I I ZONING: R-4 ' / ' ' / / \ w _ Q Tree tober<Lainadwrtmn40f« ofaproposwbnu gorgradnga nlysnaubepro� Mbyf®amg // ' i // ' ' \\ PROPOSED 6' PLANTING STRIP TO BE I USE, SFD UNIT _ _ - "I 4�„ E / %' / i N w INCREASED TO 14.5' IN THIS LOCATION Q Fencag shall be m place and shall be irspsroa and approv i by a County IrvspWtorpdm b gmdir,g or Wrntrucaen I / \ 1 D.B. 4854,�C_66- 8 � `\ \ 9. rreewelR: � _ - _ S 85a49'S6" E N '-au" Z � � � o� � TO ALLOW FOR THE (3) EXISTING _ ZI wheatnegrowalevelmustbemiWe thintnadnpweofatmetebesavedateewenshallbeprovidedanda Uonaafail 1 I i - _�-"� 50.4 ' 60.5 �P ,L,\ i _ / / CV / S/G/yT STREET TREES TO REMAIN 9Walls: afor approvm. _ _ _ I 8 `ate \ / LANDSCAPING // i ppp`///{/z // /LOT 20 L 5 AP' S �20]A/ /O/ /� \ / 10. TreeWalls: 1 �" , „ W W `� W W / _,) -! / \\\\ / / ` /� 6-d ® when negromalev m to mW reaW tmnmadpinaat mh a m,atrae Wmis aubapro�aaa; aaeomm hone au N 11 r15 10 w ACCESS ANU rYJ3j ,IQ y / A CFt55 A 6 �\ submitted for approval. / / W Q I / MAINTENANCE / yt� ¢, 1 LOT19- F C \ 11. Trenchlne a ad T'anaellas: 11 _ _ 5 23. 14' I a, -.EASEMENT EA$ LFI When trenalw,gis regwreawitlw the nmi4 ofcle,^�g,it shell6a done as Far away from the trunks offreas es possible. Turmaling J1N 11'15'10r' ✓�. / \ , = I ' � 4 Ja ` m,aWelargeLme shml be Wn9raWaamaa alLematVe Wnannr9 amiaipalea NatnWmeary henamr�g wul aa9toy f«aarrwra. 1 1 YI II, :. Cleans ; 8 BNTMP 61A0-06-1A-00500 o -18 HOLLY NELSON DAVIS 7.Is/ .'11 / yl \� \ I �\ / L� \ / Wes` W W `� /•1• �\• 'YQ nam . n]eedTrma I ZONING.' R-4 i / �.W `W W '�� __ '_�LOT1 llmraged trees shall ba heated immedia[e1p by Prn6,fmtnmtionmodrermethods raWrwrevded byatw apeaena[. ��. \, \` , , I I USE: SFD UNIT - l >` NOIE:IT PSI' EDEVELOPER'S RESPONSIBILITY TO CONFER WITHIHE CONTRACEORON TREE CONSERVATION 1 I D.B. 4737, PO581 w REQUIREMENTS. LOT 161 10/11/20 LOT-1-5 (DATE) I I - - LOT 1 l / l `1 BN OWNER S1GN/ATU\~ / ) / 6' PLANTING STRIP / LANDSCAPING \� \ OFCk LOT-1 4� CONTRACT PURCHASER SIGNATURE ATE I I i l ACCESSAND �'� T /� /(/ , LCjT 13 11 1 \ 5/1f06 Pepe 1 of I y.r (/ \ I I I LOT 2 / i MAINTENANCE EASEMENT f' y 11 1��. I / l l N'py� L W _ \ M ?s 11 IMP 61A0-06-7A-00600 DENSE TREES VAN DER VOORT, THOMAS L JR-------------. -r' -- - ; ; LOT3 OR ✓OAN L HORN n ; -- / / C i _ -j l i,) / �'� q �y� i � \ \/ F k W,' 9� �. � 3 I' 6' PLANTING STRIP ZONING.' R-4 j W W W r USE SFD UNIT D.B. 4619, PG.485 ---- -' _ i h LANDSCAPING , t I r � / / I t 10 _ / / 3 ®_ _ OCN MAINTF�TI/jNE) J i Y ,.' /. \ BENCH MARK 14 IRON ROD I I I ®_ ANE - _ / LOT 4 EASEMENT \< i ELEV.=396.24' , �- ��NGJ NA' Q�(�Gt�•l1�9�� rLh� h-6 •. T._; q,).• -C-_� wPDWBC-I w�. (W' RHW/Il _ LU_T-1-2 \ III _o g PROPOSED STRJ 54_ --- TREE ( P ROAD MAINTALOT5LANDDX PING9QR ------------ IMAINfENA'NCE INiCE STi'-EA5EMNT vv I ) / I I I11 1 I 1pn //v/ l��\- ��/� // i // / / / . �o° � •. �.V LOT6 STI7EE_rTREES LIy W y 11 1LOTZZ ATYPA. .6BLANTINGSTI�.21 i_ _ 10AR �IOmom'] ~ocN I / � _ / � PJ9 I �W W W W W W W W W W W W W W W W W\\ W V• \ \ \ \ \ /�ii \\. I `Y' 1 ( I -- 1 11 -- , I 4+5. I£ h� � E1�`iDSCAPING ACCESSAND \ w\ w \ v MAINTENANCE \ 22 EASEMENT \ // / •/ W W W W W W W W V• W W W W W W W W W\\ W W\\ 1 I ,V III W `I II II )1 LOT10 1 W W W W W W W W W W W W W W W W W W W \`yW W\ \ a\ \\ LOT 7 I WI W. I. 1 II II I s •. 4 II \� \ 23 ° I / / BAR _ I ------ L FIC_FIC II �, / // // ✓✓✓ \ \ I __OCHL YN HILL _ --------- ------ I - -- -- PARK- CURRENTLY I25' \\/ UNDER CONSTRUCTION W W W W W W W W W W W W W q W W W W W W W W W \\ W W \ \` ,, ,, 1 m Ily W I I P-EIP W y W J. _ �P .L J, W �P J, W W W W W W W W W W W •Y W` W W Y%,( \ I I \ 24 / \\ /$ / // W W W W W W W W W W W W W W\ W W• Cy\ / I W I W I I LANDSCAPING I • I ACCESS AND II II V• W W W W W W W W W W W d% W V A 1 I I LOT 9 �• I MAIN�ENANCEI � 25 / \ / 6 PLANT LIST 1 I I � .p'. I I l I W W W W W W W W W W W W W W 1 1 II II W I W II 1 1 A]EM N I EW I.1 ✓ p W W W W W W W W W p LOT 8 T W m W W W W W W W W W W W W I e I 1 W F W W W W W W W W W \\W WI m _ - W W W W W W W W W W W W W `\� a W b2ll .a . 11+Q srR�r��3 FOR DEDICATION) URRENTLY UNDE ; SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY STREET TREE QUANTITY TOTAL CANOPY CANOPY TREES AR ACER RUBRUM OCTO ;ER GLORY OCTOBER GLORY RED MAPLE 2- 21/2" cal. 452 28 12656 BN BETULA NIGRA RIVER BIRCH 2-21/2" cal. 397 11 4367 QR UBRA RCUS QUE IREDOAK 10176 EXISTING TREESTO REMAIN MAPLE (YELLOW) 16", 24", 24" VAR. 3 2013 TOTAL: 29212 N O N rl o ®501 USE' L9ti "' Z N CY) � z N ^Q I. L °z W CV 0 Z W o a ; O z 0 Z_ o J J ° J �C) Q L >/ z .� 07 LL > z o� 0 .• 3 O w f t 3 m Q zJ � Q U�/'��� V 3 E T C L) U J z 00 s .3 J o� W ° Em ul z C O ° U CD Z n f V / re W� ° Z w Z U zo W U Z� W � Lu O N O Z - I I/.".1L/ � 1 J J o, 0 0� J o � T c 0 0� d J Ware O ` U C � O U 41 O 0 0)S F TMP CD 3 CITY OF CH CD ° PARCEL A C'4 PUBLIC Lu w OB 507-4 O w = U, a 0- �m U ,c JOB NO. 112062 0 y o SCALE ° in 1 "=30' 3 W m G N ° ° SHEET NO. a °- 16 ma s� 0 Page 6H-52 April 2015 Typical Traffic Control Larne Closure on a Pro -Zane Roadirar U-sfng Flaggers (Figure TTC-23.1) \OYES Guidance: 1. 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 insure maximum possible sight distance in advance of theflagger 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 dear line of sight from the graphic flogger symbol sign to the jlagger. on: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" siPns. 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 I on Page 6H-5). 5. All flaggers shall be state certified and have thew' certification card in their possession when performing flagging duties (see Section 6E.01. Qualifications for Flaggers). 6. Crone spacing shall be based on the posted speed and the values in Table 6H4 on Page 611-6.1 7. A shadow vehicle with air least one Kish in ten sin. amber rotating. flashing, oil oscillating light shall be parked 80'-120' in advance of the first work crew. option 8. A supplemental flag er 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. Guidance: A If the queue of traffic reaches the BE PREPARED TO STOP (if 3-4J sign then the signs. II� portable temporary rumble strips III should be readjusted at greater distances. 10. TT7ier1 a highwal -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might emend through the higuwTI-rail grade crossing, the temporary traffic control _one should be extended so that the transition area precedes the highway -rail crossing (see Figure ITC-56 for additional information on highway -rail crossings). Standard: 11. At might, flagger stations shall be illuminated, except in emergencies (see Sidon 61 ion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet Of les6. 14. R'hen approved for use, three portable temporary rumble (PTRS) ships shall be installed irdosa the entire travel lane adjacent to the BE PREPARED TO STOP (R-34) sign. The portable temporai'3' rumble snips shall be monitored and adjusted as necessary timing the work shift to ensure proper placement on the roadwa\ . When the Pi are installed, the RL-UBLE STRIPS AHEAD (W20-5-26) sign shall also be utilized. PostedS eed I 0-35 36-55n h 11 Pi Spacing (Center to Center) 1 5 Feet 8 Feet I - Revd n 1 41 _019 r 6H-52 April-015 Typical Traffic Control Lane Closure on a Pro -Lane Roadvi Using Flaggers (Figure TTC-23.1) 14TES 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 insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least egtial to or greater thmr the values in Table 6H-9. Generaly speaking, motorists should have a d ear line of sight from the graphic flogger s3rnbol sign to theflagger. ion: 3 Where Right -of -Way of geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signsmay be used. Ward: 0 4. Flagging stations shall be located far enough m advance of the works ace to permit approaching 8a e g P P PP ff n•affic 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 reacking opposing traffic (see Iable 6H-3 on Page i 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section IQualifications fat Flaggers). 6. Crone spacing shall be based on the posted speed and the values in Table 6H4 on Page 6H-I 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating tight shall be parked 80'-120' in advance of the first work crew. ion: 8. A supplemental flagger may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flasmer station or queued traffic. dance: 9 If the que e of tra �c reaches the BE PREPARED TO STOP (TP34) sign then the signs, and fused At portable hunparmy rmiablesh l (P72?S)1, should be readjusted at greater distances. 10 TT'7ren a highwm rarl crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might emend through the hrghwar-rail grade crossing, the temporal traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure ITC-56 for additional Information on highwm-rail crossings/. Ward: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). ion: 12 Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straivbt roadways where the flagger is visible to adard:l 14. When approved for use. thl ee portable temporan' rumble (PTRS) snips shall be installed across entire travel lane adjacent to the BE PREPARED TO STOP (R'3-4) sign. The portable poIf f. rumble snips shall be monitored and adjusted as necosaiw drain(; the work shift to w•e proper placement on the roadwa�-. When the PTRS are installed, the RT - BLE STRIPS All, (n 20-N26) sign shall also be utilized. Posted Speed 11 0-35mphA vn PTRS Spac!nj Center to Center 1 5 Feet I S Feet 50 April 2015 Apd12015 GRAPHIC SCALE n 0 25 50 109-C^ �200 Page 6N-103 Road Closure Operation with a Detour (Figure TTC-0S.I) BARRIER DELINEATORS 8 BARRIER PANELS SEE NOTE 12 R11-2 coca closet TEMPORARY BARRIER SEE NOTE 11 CL u TYPE B m WARNING LIGHT 1 o n 590• � ¢ ♦Vr20.3 O e l } y , 0 I ,.gg R11-3. M. ��w. w2oa ?' O M4101. 111a amo1 "' op ❑ �i®/ �Oz 1 ■'^ ZT-�� 1 OM SEE M6-a NOTE 1' g1 Mb2 -.OR O SEE NOTE M4-% .' M6.1 y SEE NOTES a84 SEE NOTE 2 B SEE •[oS !10� O NOTE ® °R 5u rat-4 Z M4-V3L' OS SEE NOTE 2 "20" EL 31ON 335 T sa-br v 1: Revision 1 - 41112Il Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) i' /i / ❑\ fl � C? a oECK / , � \ � II / l ROAD CLOSED RFC LOCAL TRAFFIC l ONL V" BARRIER (R11-3a) / �l T R \ E NEE � \ \\� Q + 9 o�E❑ � _ Page -_ 1 10 _---- aaau �T '---- aroa E rreEEs avaxr - r, 500 ---"�� 12 �• � � 1 /- o N011tl1S tl3eJeJlTlj 0 �W-f00' 0 o SEE NOTE 4 13 PEN PARK R h� April 2ol5 Table 6H-2, Taper Length (L) Page 6H-5 Posted Speed Limit (mph) Width of Offset (Feet) Remarks 9 10 11 12 <- 25 95 105 115 125 L= S2W/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 " 55 495 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 " 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with'hL being the minimum. Table 6H-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 (00' 65 545 - 675 70 730 - 760 / x 0 1: Revision 1-411/2015 Rk To Q Q 1 '2 ccrvsE rreEEs oqo W/pT ST \ lgye hy1 r 1 Q R na\ >oNlip \ \ r 2 - \� / Lorz2 ' 4 IIOPENSPACEE \ // . /' LOT21 - 4049ACRES 1'43 E _ N 11.15'10 W / 2y ar yin 23. 14' ��� - LOT1.� f� II 5 N 111510W 74.56' 16.21' \ 1•ig• . `. Qag�jB� SgsS ��� // ?'�' \ 7m' 9F iRr 4q.80• �,. • S • ! , ^'�� LOT F \ . . If CLOSED" ___--------r I 4> - BARRIER R11-2 ; i i z , [DT16 L \ r r �. s• < ( ) r r l / / - � LOB 1� � � � ' � PROPOSED e: DEDLCATIO \\ 8V-120' i LOT2 ; )ml , / z^ pR 9/TF / !. zz -.� L�JTZ3 __-"-- r i/ %/ %' .�[d5. 41 . ... 1 - - -EN SPACE C ------- HE T / '� ' � 7 /- ---- � r LOTS * / .' oA'� SHADOW VEHICLE Iy., r / / ----'7 : �°' zz. \ • +. REQUIRED q r \ / r o SEE NOTE14 csa -i _____,r rr i / /~ '//' �2 26❑ / C\s r vx s• O L / ❑ w '.' O _/tititi/ ,' / - LOT12 �� r O - FUSEE NOTE STATION ,� LOCHLYN r - RQAo nawram / l / LOT 5 ❑ -- ( SEE / _-__-__------ - rvoor� �� / / W NOTE 1 / / �� / OR \ ,�.' / +ono, w20-7 19,' NOTE 1 BE / l ao• - PREPARED W3-4 _i - l �� l i Oerth �_• W - /' /' L0T6 COTZZ \ 47 - see TO Stop GEE "°TE 9 % �'/ , / % SINGLE LANE CLOSURE ALONG �� ; PORTABLE �- TEMPORARY NOTE t euuarr 1 / // �� a 21 . - / • + ; r1 _ _ 5 RUMBLE STRIPS sTsws SEE OTE 14 �/ J SUTHERLAND STREET REQUIRED - / �_ 123.-_ SEENOTEI4 SEE ANUD '� BiIN '��1a/ •` -- - II �t ' >, � .�/� OPEN SPAC �.' (OPTIONAL) NQTE , 22 IIEND ROAD WORK" w) • ' . *�>mAD FOR MILLING &OVERLAY WHERE :'� >� / - a.assACOTE% // / THE PROPOSED ROAD CONNECTS LDT7 i' !p `°T1° N°RN VV20-1 _ SIGN (G20-2) ' // // \ 23 \ LOCHLYNHLLL INTO EXISTING PAVEMENT I: Recl-ion I - 4 1 '015 ( IN FEET 1 inch = 50 / DECK \ occ r g41 ` ❑❑ 0 / PARK -CURRENTLY . g.>�>.,.,g�>. . . W . v _r l_zz•. r :' UNDER CONSTRUCTIO w ; �; W W ± „ W W W „ „ W m W y „ LL - "" "ROAD CLOSED if 'II ®� \\� µ BARRIER 11- + / 25 _ - ..... "ROAD CLOSED,, \ LOTR (R 2) . . \ + .. .. BARRIER (R11-2) _ ... , -------- 2s 'L- :. 2s:07'.. .. . . . . . . . . S 86'43'33° W 623.48' - 135.82 - - -- .� o 362-26 ng COMMON AREA t "I _ -- - - W2O-7 - OPEN SPACE 2 - - . ,- • _ .. -.: .. SUTHERLANO STREET _ - - - ° :... SIGN . , .. :.. , d SIGN , : �8•F' I27 � .. ; , ,. � •, _ - - �1 � • "BE PREPARED TO tt 1! BE PREPARED TO--------W20 7STOP SIGN Will 20 I 28 121 _ r STOP" SIGN (W3-4) SIGN 12C rr 1 ?5 24 RIGH 27 �� 29 _ 3 T SHOULDER CLOSED RIGHT SHOULDER CLOSED I. j AHEAD SIGN (W21-SbR) 30 � : � 135 I AHEAD" SIGN (W21-5bR) 1 �, _ 134 i 31 I 1ifONE LANE R �- _ - ---- _ OAD AHEAD" __• -- - - -- ------ ----- 32 i -- - ---- - - SIGN (W20-4) \ ----------------- "ONE LANE ROI AHEAD" _\-\- I - - -_-- - - - - ---1 - SIGN (W20-4) ROAD WORK AHEAD" 89 90 --- "ROAD WORK AHEAD" - - 33 ) 74 SIGN W20-1 8a �' -------------- SIGN (W20-1) oNV m[e No. 35791 02/08/22 TONAL E A Z Z Z w w w ZO E E f o f f a O O D M 0 Z w 0 m N > 0 > 0 j 0 U U O O Q W crU W a a a I I z w w w w > > > W W W L9ti cel M IN 14 14 � z 1 Q � i Wz° N � W a �o > W J F--I N Z Q �� J z 0 JIM r4P1 ELl > I -ZI 'L. Q t ° w \ c `o L9 111- I_l LL. O 0 O Lu O s J z � QU U _ W C � z Q� I J z� J o LU z wUl= az z U) J `r w w H = z w U w � LU O N Z � JJ o J U)Fill o Fill a Wa W 0 xE � N Q X x ° Cl G w -� O a JOB NO. ° 0 -- -mfEs 112062 0 ° SCALE 1 "=50' ° 0 SHEET NO. a 17 0 ° 435 435 430 430 OBJ 3.5' ` \ 425 425 \ � S'0��28p• EYE 420 3.5' 4zo PROPOSE \ \ 4�5 w GRADE 415 J Zul 3.5' Ow11011 ZZ 410 w J 410 O� Fa uz ww Ma FZ 405 Z a I I 1 1 405 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 PEN PARK LANE EAST AND EVANSON ALLEY SD 435 435 430 430 OBS 3.5' —_— \ 4z5 OK- \ 425 GRADE S� 420 29 , 420 415 PROPOSE)—::: ROPOSE GRADE \ 415 EYE \ 410 \ \ 410 \s \28p. 405 \ \ 405 \ 400 \ 400 OBJ w 3.5' 395 J 395 Z O� Z J Q WJ_ 2 390 0 ? 390 u U w �O Z Z _a 385 385 10+00 10+50 11+00 11+50 12+00 12+50 13+00 14+00 LOCHLYN HILL DRIVE AND EVANSON ALLEY SD 15+00 420 420 OBJ 415 3.5' \ 415 \ 410 \ 410 \ 405 \ \ w 405 \ s \'Q F Ln \ �0 Z \ j Ln Q \ w Lu w 400 \ x z 400 \\ N-J Z O IX a PROPO ED \ u z GRADE \ \ U) a 395 wM 395 \ Z Q E E .5 390 390 385 385 38o 38o 10+00 10+50 11+00 11+50 12+00 12+50 PEN PARK LANE EAST AND SUTHERLAND STREET SD 430 430 425 425 OBJ 3.5' 420 roe �' 420 5, 4�5 S0 P OPOSED7 4�5 35E OBJ 3.5' 410 410 La J Q W a W z 405 0 0 405 u Q w 1n w Z H ZQ 400 400 10+00 10+50 11+00 11+50 12+00 EVANSON ALLEY AND ELLIE ALLEY SD VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. ,f; HORIZONTAL SCALE 50 n vs 50 100 200 ( IN FEET ) 1 inch = 50 ft. No. 35791 04/05/22�� TONAL V� 1n 1n 1n w w w 0 z 0 0 0 ao UM U U U} U z z z Z w m N O j z U U u U u O O Q w Lr) a a a > z o 0 0 rA w w w w C Vl to to 1n i W C L9 M M N ® CM � z N J C ° W N o Q M W J w J LL. o J Z Q ` O° z oc ° _ > U) LL.a �o w > w ° L9 �- H U Lu z° 3 Q Z �J/ Q V) o = U W CL H �a ` � J J o w Z � a E I � z v) ° ` � ■ CD Z_ U) J z W W Z � 2 Z W U w � — I O N Z 1l..VL J o J� C/) o a w w ° a � y 0 U X rn V ° s N o w U d 1n O° ° ° JOB NO. 112062 0 ° SCALE AS SHOWN 0 SHEET NO. a 18 ° N L