Loading...
HomeMy WebLinkAboutSUB202000133 Plan - Revision 2021-10-26GENERAL 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: 0.2009 ACRES IMP 61A-10: 0.2000 ACRES IMP 61A-3B: 0.8590 ACRES IMP 61A-7.• 0.2009 ACRES IMP 61A-11: 0.2583 ACRES IMP 61A-3A: 1.1500 ACRES IMP 61A-8.• 0.2009 ACRES IMP 61A-12: 0.2009 ACRES IMP 61A-3.• 0.7800 ACRES IMP 61A-9: 0.2009 ACRES IMP 61A-13: 0.2062 ACRES OPEN SPACE LEASED FROM TMP 61A-4: 0.049 ACRES TOTAL ACREAGE: 4.502 ACRES ZONING.- R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT (STEEP SLOPE OVERLAY) PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS (14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS). NOTE.- THE EXISTING USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED AN EXIS77NG SINGLE FAMILY HOUSE. DENSITY.- ALLOWABLE BY -RIGHT DENSITY. 4 DU/AC PROPOSED DENSITY.- 4.502 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED BONUS DENSITY: AFFORDABLE HOUSING (UP TO 307. INCREASE) (2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT 18 UNITS BY -RIGHT t (2) AFFORDABLE UNITS t (2) ADDITIONAL MARKET RATE UNITS = 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.502 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: = 1.177 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 (LEASED OPEN SPACE) TOTAL OPEN SPACE = 1.177 AC PRESERVED/MANAGED SLOPES. • NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. DEVELOPMENT OF THESE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE FOR MANAGED AND PRESERVED SLOPES. BUILDING HEIGHTS: MAXIMUM ALLOWABLE BUILDING HEIGHT IS 35' FOR R-4 ZONING. BUILDINGS WILL NOT EXCEED 30 FEET. SETBACKS: FRONT.- 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE.- 5' - MIN. 10' BUILDING SEPARATION REAR: 20' MINIMUM COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD SETBACK, PROVIDED THAT THE NO SUCH FEATURE IS LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MEADOW CREEK WATERSHED. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, NOVEMBER 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY KIRK HUGHES & ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JANUARY 2020. DATUM: NAD 83 EXISTING VEGETATION: THE PROPERTIES CURRENTLY HAVE SINGLE FAMILY DETACHED HOUSES ON MOST OF THE EXIS77NG LOTS. THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXISTING PEN PARK LANE. LIGHTING: NO LIGH77NG IS PROPOSED PARKING: (14) SFD & (8) SFA ATTACHED UNITS = 44 OFF-STREET PARKING SPACES REQUIRED MINIMUM 2 OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES TOTAL PARKING PROVIDED: 44 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS FOR THE (8) SFA UNITS = 2 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -SKEET PARKING) = 30 SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES: PARCELS 1-22 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN BURIAL SITES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF OF THE PROJECT STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPER7ES OR WITHIN THE LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET BEES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 327.9 OF THE COUNTY CODE. A LANDSCAPING PLAN IS PROVIDED WITN THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: A PARK IS BEING CONSTRUCTED WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN SPACE FROM THE PHASE I DEVELOPMENT THE PARK AREA MEETS THE RECREATIONAL REQUIREMENTS AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS BEING PROVIDED: TOTAL AMOUNT OF RECREATIONAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF TOTAL AMOUNT OF RECREATIONAL AREA PROVIDED: 40,510 SF OPEN SPACE.• OPEN SPACE AREA (AREAS B, C, D, & E): 10,716 SF (0.246 AC) - 20.97 RECREATION AREA OPEN SPACE: 40,467 SF (0.929 AC) - 79.190 TOTAL OPEN SPACE: 51,183 SF (1.175 AC) ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE FINAL SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA. NOTE. 09 OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN SPACE IS LOCATED WITH MANAGED SLOPES. OFFSITE EASEMEN T• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. WATER FLOW CALCS: MAX HR 0=11.4*88�0.544 = 130 GPM (130<176, USE 176 GPM) MAX HR 0=2*88 = 176 GPM PEAK HR Q=3*88 = 264 GPM SEWER FLOW CALCS 88 TOTAL BEDROOMS*100 GPD = 8,800 GPD PROJECTED START DATE.- FALL 2022 PROJECTED BUILDOUT DATE.• SPRING 2024 LOCHLYN HILL -PHASE IV FINAL ROAD PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ucx L s yes\ \ 2 as ELs�L9' 3 �\ . y / 4 / / LOT21 5 8S/958' E \ \ SOdB � �L� LOT20 5.. � L LOT19 E F Loris / LOT171 J mr16/ LOT151 LOT1 / /- / ILOT-14 6 / J LOTI / / LO713 �• LOT3 J \ ---- L ! Lora .� LOT12 • a �aC1F' _ L� l \ i/ / LOTS �9 v v y� LOT6 LOT11 LOCHLYNHLLL PARK -CURRENTLY COMMON AREA 1,11 In OPEN SPACE 2 W . . . . - a / 4 _ — LL4j ♦.�. �. �. . .� f . . . . . . . . ♦ . . ♦ ♦ ♦ . — .—.. . . . . ♦ . ♦ . . . _- — - ♦ LOT9 ♦ . . ♦ .";. .r . . . ♦ . . ♦ . ♦ . LOTS -� . . . ♦ �.. ,p.. g6a3 aY W szz.0 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. 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) tI wwLrw@ AMV M70 iuv., x' GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. PAVED PARKING AND CIRCULATION AREA = N/A R (7- VILLAGE SQ ARE" oPARK TO PEN 6N RD NORTH"F 68 �v O pFN pqR "PEN PARK" �oF� M m COUN CITY 1 Fo NICHOLSON ST. SITE e� VICINITY MAP Q5 SCALE 1 " = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 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 17 TOTAL NUMBER OF SHEETS LEGEND ROADS EXISTING CULVERT CULVERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN zoo EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVAT70N TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX APPROVAL: AGENT FOR THE BOARD OF SUPERVISORS DATE: SCOTT/R. Cb•L] No. 35791 A 10/15/21 p H z z w w z f M: O Z a o o O 'w U) U U (A _v) z ZLn o m z LnU U U U O O Ln F LU LU LU w w � � CD N .�-I N M Ln N O L9ti CY) N CM N W N W >_ zLL] J LLJ L O z WC) Y W l U) z F- LLI w J L I^_ J~ W 0 U 04 b w O d a LU LU 0 112062 SCALE AS NOTED SHEET NO 1 o� a� C � `0 y 0 0 C U o - U > N N m o 0 ,TH OFIl SCOTT R. LLINS U No. 35791 1.0 10/15/21 OIONAL V,��11� z z w w o z 0 0 'w U� U U v, _) ZW m z O z N o 0 z U U o H a a w w w o N N M C �, N O 1� ' M N M Q N J O 11 W N Q W w J a J Z rm J w � Lu Z� �_' Q Q Q Lu WJ Y w = o ~ z z (n J co w U Lu 0 J J� w u� 0 N G F W o W U) JOB NO. 112062 SCALE AS NOTED SHEET N. 2 NORTH LEGEND: TMP =TAX MAP AND PARCEL ® = INGRESS AND EGRESS EASEMENT PARCEL IDENTIFIER &TITLE SOURCE: \\ R/W =RIGHT OF WAY (HEREBY VACATED) D.B. BOOK TMP 061A0-00-00-00300 O LOCHLYN HILL GROUP, LLC TMP 061A0-00-00-00600 MEADOWCREEK O48REPG T045 LLC TMP 061A0-00-00-01100 OW�C�EPKG T045 LLC MEADOWCREEK SS/E-1 = 20' SANITARY SEWER EASEMENT =PAGE O B O ro IRF \ D.B. 448, PG. 346, 353 (PLAT) IRF =IRON ROD FOUND A/E-1 SS/E-2 = 20' SANITARY SEWER EASEMENT D.B. 4839, PG. 390, 398 (PLAT) LOT 3 D.B. 439, PG. 48, 49 (PLAT) .B LOT 8 D.B. 439, PG. 48, 49 (PLAT) S =INGRESS AND EGRESS EASEMENT D.B. 5392, PG. 596, 607 (PLAT) �--"', 6?•�6 D.B. 659, PG. 387, 390 (PLAT) TMp 061A0-00-00-003A0 - A/E-2 =INGRESS AND EGRESS EASEMENT JAMES A. & BARBARA B. NUNNALLY 390 ©DOT TMP 061A0-00-00-00700 MEADOWCREEK LLC TMP 061A0-00-00-01200 MEADOWCREEK LLC D.B. 4839, PG. 390, 396 (PLAT) 2 REVISED O D.B. O D.B VIRGINIA GRID NORTH ro 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) ,4•, ' (p T r 7613?(iQ�S� IRF ¢2,3- IRF �o�y�r .Y 562, lgyF y�jr TMP 061A0-00-00-003B0 JAMES A. & BARBARA B. NUNNALLY TMP 061A0-00-00-00800 TMP 061A0-00-00-01300 �De © D.B. 659, PG. 390 MEADOWCREEK T00, LLC MEADOWCREEK T00, \ — PEN PARKLANE R 4 + \ �D 603 (PLAT) NOTES: TH pF�f�A �+ � I � 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 442 y 9 \ Q \ x ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. SM R. LLINS'Z o n4462 ir ti°� 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD �NF\ 4233 \ / U No. 35791 K ', I � x COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION / +\ ° 10/15/21 4 4 . �� a � 1 , . I F lv� ;EXISTING 18" DI � IS PROVIDED BY KIRK HUGHES &ASSOCIATES. TOPOGRAPHY HAS Ao //K 0 . N \ / + ;RWSA WATERLINE \\ \ \ / BEEN FIELD VERIFIED IN SEPTEMBER 2021. Io E��l FI ///(\\\ \+ EXISTING, f�+ER x 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. NAL ' 1 \ 44 3 METER (, SITE - / THE MANAGED STEEP SLOPES ARE LABELED. o " I I \ bow / 4234 TO REM \x 4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. _ IMP 61AO-06-1A-00100 \ 5. AN EXISTING PRIVATE WELL EXISTS WITHIN THE PARCEL BOUNDARY. o I I I HAIGHT,, MICHAEL ROBERT & / 0 \ THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL I COLLEEN PATRICIA GILLIS / / \ o x \ \� DRILLER AND WILL REQUIRE PERMITTING BY THE I I 1 ° ZONING: R-4 I \ / \ \ IMP 48B-1 CHARLOTTESVILLE/ALBEMARLE HEALTH DEPARTMENT. I USE SFD UNIT RF\� CITY OF CHARL07TESVlLLE D.B. 45119 PG673 - I / \ EXI, ING 1 PARCEL A, PEN PARK 0 — o S \ / \ ACS WATERL 5'6 DB 507-427, 432 PLAT 444 \ \ PUBLIC GOLF COURSE 442 __�- II �66 \I i A ,\— Q F- F- DENSE TREES 19 ° \ G/r COC�Y� z 1 2 I I \ \ \ lqN EXIS�I A O z g g =4ss - - IMP 61AO-06-lA-00200 INGRESS & EGR SS \ \ \ f METER (OF T� - , �/� a O 0 EARL CHANDLER PARKER I \ TO REMAIN) \ y) EASEMENT D.B. 59 \ \ y \ - V) z z V LINDA MARIE PARKER / PG.387,39(J v RF \ �� - - ��� w m M M e \ I ZONING. R-4 /l / // 1 \ \ IR \ \ \ �/ \ EXIST\ REELINE \ Z J O O n USE SFD UNIT / 478 o 0 = D.B. 4819, PG739 - r - - a` EXISTING WA \ O o w Ln TER TO REMAIN - - > z o 0 IMP 61A-4 / V / G/ \ D SE VE LOT 22 - / - 'A w .. w w Vl \ \ w w BARBART B. � — � � NUNNALLY / \ \ \ - - \ 1 1 I SINGLE FAY. RES. / TMP 61A-4 I F 479.2 AFN o r 1 I R-4 RESIDENTIAL / AYES A. & BARBARA B. �� - _ _ N \ �q�� EXISTING WATER W \ IMP 61A0-06-1A-003 Q / 1 RwA [ DB �0-532 Dfc/ NUNNALLY I /\ 9 \ C/ _ - Z _0 ' SINGLE, FAM. RES / ogy�TEpT%� METER RV REMAIN li 1 Iy B o o AND SERVE LOT 21 - HENRY�-CHAIK�N & \ DB 44 5 /E�4X / R-4 "ESIDENIIAL / - IMP 61A-6 sA6 �67 �Ty \-KATHERINE LOUISE PECK �> p 440-532 / MEADOWCREEK T00 LLC wq� o� S� J EXfST�NG WATE \� USE I SFD UNl4T 1 `I R L / DB 448-351 P RNGLRESIDENIIAS � METER TO REMAIN v / I v w 418 GRAPHIC SCALE I / / AND SERVE LOT_20 _ - D.B. 4794, PC.1� _ \ 1 1 / / / / JB LOT -145 \ EXISTING FIRE / 30 0 15 30 60 120 DB 448-351 y[AT - HYDRANT TO / � EXISTING MANAGED � / � EXISTING 18" DI 0 / / TMP 7 \ I REMAIN /CLEAN I 1 / / SLOES ' / Q Ap(LWCREEK lt�O LC RWSA WATERLINE / ( IN FEET ) l our FAM. RES. EXISTING ATER o " 1 inch = 30 It. N � N A / '-.(-4/ IDEN77AL IR METER T REM _ TMP 61A0-0-1A-00400 / / \ ? 487-145 4> .8 AND VE-LLOT _ 1 \ MICHAEL CORBE77 / - o \w EXISTING WATER - - MICHELLE CORBETI METERS TO REMAIN N o I ZONING: R-4 / / / DB 448-351 / IMP 6K AND SERVE LOTS 15 \ D.B. 485D UNIT BOUNDARY RY LINE / DOWCREEK IOOiL� USE SFD UNIT I aEdK & 14 ADJUS MENT: _ - 1 43 / �`� R-4 RSDE L $ " F N $ �� 3 EXISTING TREES., \ --=-0.04iAC Z, J- r6 E 60.��, -� 3487 TO BE SAVED / _ / EXISTING WATER _ - \ \ \ / _ �� DB 448-357 I 627 - - / / METER TO REMAIN 1 i �� Wo v v v / / ��/ / AND SERVE LOT 13 7� i P �� 0 y / Cl?L9 5 v v / i��� OWCREEK (�C ? 6S Z3 EXISTING 10" DI / ' TMP 61AO-06-1A-00500 \ v A - Q �, v LE FAM. R dSA WATERLINE / l / ` DECK RESID I� Iti �' co HOLLY NELSON DAMS IRF X— � \ — / D487145 ZONING: R-4 USE SFD UNIT �, � cam,, I / / I � � EXISTING W TE CV / TMP 0 - / METER TO B } \ L / \ / -6 448-357 �/\ — F IRF IRF / V D.B. 4737, PG.581 - I - / % , 6lEADOWCRE i / � x \ _ � � x / I 1 /, � / A$ANDONE � o z M • \ � l �x 4 4 - II �� EXISTING WELL & / / - �� -4 RESD lAL - / / o -- / / \ D8 a o o -- PUMP HOUSE TO BE / D - 1 3 - REMOVED / / 00(ryp) / // / v DE DB 448-J51 0 / / / / z O � . V/ /� i / / / / � o 0 o / / / — w / / v \ I IMP 61A0-06-1A-00600 / / R / IN . IN 8% H=40b.351 TCp \\/ \\Ec \ / \/ T // ° w ° _ 6 / / / RIM _ _ --- 2 / / z N Q ° 4 / DIP=400.1P \ \ v \ EXISTING 2' ACSA / / D NSE TR s ' VAN DER AOORT, THOMAS L JR // 'CO I I / / / INV. IN�8° TOP DI =398.$' I I \ \ WATER MAIN & J / - / / / - Q O OR JOAN L HORN " \ �i ETERSSERVING - / / W o \ / A / EXISTING OHE/ // / I OU /8 T P=398�2 I \ \ / v \ TMP 61A-11, 12, & / \ I ZONING R-4 / POWER LINES TO 8E / / _ / J _ USE SFD UNIT REMOVED / 1 A A 13TO BE A / / MH-��96. �1' V - v / ABANDONED D K / / 5�1 W \ D.B. 4619, PG.485� / 3 ✓ / 3 / / INV. /IN 3" /CIP (NW)=392 4' I TW 61A-3B \ \ / \BENCH MARK / _ J_ O \ I� I / 105 TO T I - I DECK � � / / J 14 �ocH�YN / INV. IN 3% CIP (NE)=393.8 ✓AOES/A. & &gRBARA \� / / IRON R6D / r /NUNNALLY vv �p{ -IMP 61A-17 AV �� ELF1! 39624' I-1 a II - EXI G INV1 IN 8" TCP=39 .8' Sl GN NAM. RE5 - \ ill / i i H ° HOUSES TO f E / INV. /OUT 8" TCP=39 .7' R4 R SIDENTIAL \ - \\ \ DE MFLjj SINGCRFAYzRE LLB _ - \ \ l / / / // (n Q DEMOLISHEDS / i7B �466-52 - R-4 RESIDENTIAL I l / / `° (T71CAL) / � / OT 3 V v L9 - / / DB 3487-145 / v DB �5 -390 IPLA7 - v b o \ \ \ �A _ s LOT 8 4035 t 401.7� / // - - 0 W U ° EX G E4SEMENTI / �\ v V A v v I I INV. IN 4" PVC NE-398.8' - \ N l / 41s.6 / / ATEq'PE / \ �� \\\ \ \\\ EXISTING ( ) 'J / 388.3 Z Q 9 l I HOUSES TO B I INV. I'N 3" CIP (NW)=397.8' - ` Q Z � \ EXISTING 8' DI i L� Erf" 2 / I / 1 � SPA 3 � I s, � \\ \ \ \ N / TO B C J WATERLINE G. P / \ \ \ DEMOLISHED _ = a / / / // \ m VA \ v (TYPICAL)- Fc� m h-i \ \ \ - / N�l6, �r // J / / / / / �\\ vv �� poop o z 38z7 U f- / INGRESS&�&REss / /fin v v v v I -� M�aDowcREEK roo �Lc o 3e74 o / / \ \ _ I I 1 \ J H \ 8• N / / � / \ � \ � \ EXISTING TO �P 61A-12 � � � I / / \ / M / EASEMENT D.B.4839, / / / \ / \ ' / / PG.390,396 / / / / I / ° F� \ \ \- \ I SINGLE FAY. RES.' �? � \ 2 1 j / / / / / (/ ��� J V v A V v I I_ BE REMOVED R-4 RESIDENTIAL _ A x l TRY 61A-3A / / D NSE TREES \ I + EW MH TO BE z = E d - / / / A ( \ -� DB 3487-145 �m m E IS NG WATER W W / / /DAMES �. & BARBA� B. / (` \ \ �\ I I STALLED IN LOT 70 �, ' N '- I T RS TO BE o V v / / ' NUNNALLY / A v A V I x SINGLE FAY. DES. I l / I \ \ /- \ \ \ \ TIME LOCATIONS 448-5,51 P \ \ _I o I BA DONED z ° R4 REUl SIDENTIAL \ \ XI STING EASEMENT' v v I� X 8H8 : z -EXISTING 1i0USES� I I \ S - \\ \ I \ / 388.1 I o BE DEMOLISHES DB 466f52 AA TO, VACATED A� v A � \ I v � - I z / l \ \ \ I _ z (TYPICAL LOT \ \ \ \ \ \ \\ / _ z (OB 659-3P0 PLA / I V AV A A / �� V� �� �V - W U w Aw a f `/ / / EXISTING PARCEL LINES TO I \ \\ \ \ / \ \ \\ \ I Ix - - / / E VA A \ FEDERAL / A \ EXISTING 6„ i / - z CAT�D (TYPICAL) V A DANO, �f�FAK / V v� \ SEWER NETC Or � - z9 FI I� -j 0 EXISTINC TREES TO BE \ INATION / / \ \ I \ ),,PE REPLACER U) i I NE \ o REMOVED (TYPICAL) / \ \ I I WITH NEW 8" SDR n/ NT\ GIB) v v A I WITH SEWER IMP IMP 61A-3AV A \V A V I I A I TMP 61A-13 - _ CITY OF CHARLO a COCHLYN HILL / �I I V 1� EXISTI A I� ME.DOWCREEK 700 LLC -� PARCEL A, PEN PARK W a DEVELOPMENT GROUP / I I I \ 1 G AN. SW G \ �INGLE FAM. RES USE PUBLIC GOLF COURSE - VACANT -RE -_LAND / I \ I Y-4 RESIDENTIAL MP AO-'0 1B-000AO / / / / -1 / R4 RESIDENTIAL / / I I I RIM MH=390.40' REMOVE I _ DB 507-427, 432 PLAT / - / - - - - - \ IDB 3487-145 x / LOCH N HILL DEVELOPMENT / / /' ' - ° / / / / / DB 4839 390 / / I I _ . = - _ - LOT 10 Q ° G UP LLC � � / / .• / � � 1 1 1 INV. IN-376.40' I I \ - y L- \ DIpI 448-351 PLAT _ \ O ° L YA�H/LL OPEN SPACE 1BLA / / / / / / - - ' I DRmP INV. IN 382.40 _ACSA OW -0- / \ i 3s>.a / - - - 0 / INV. OUT=376.30' SANITARY S W / B. 4416 PG. 197, 243 LA7) / /' / 7 / ✓✓_ - • IRF 384.1 /// II 1 \ --- --UPSTREAM \ a125.03' CV `° LU 86`4-' „ / 623.15' I / 135.$2T - - \ / o / -' : •.. i'� , � / � / � � , - - v ,I —see � /LnJOB NJO. ° 362.2� :` w s� s� _CITY OWNERS FORnDE�1CAT10N) ° _ 7E —s9O — OF SANITARY pLA URRENTLY UN 00 _,--- -- - - - �— SEWER BEGINS -- m 1206 0 CODAt N AREA /// / 41u /i' \ � �( iI�U �� sv� it A — SCALE ° A ° \ s� �T --OPEN SPACE 2 / / _ �-_----(535' IN 9 1'=30' ° � I s � 5 , d ----OPEN / \ � s"� R / i M MH=�89.85' - � / ° =IS/ = TING 8" 2 3836 SHEET NO. a N sv _sue ° \—�s"v • ------ AN.SWR •UIR I F1C see s� \ sue= 3 39O RE 3 / F AREA OF VDOT 1 STD& OVERLAY \ \ \ + k PROPO kD VDOT k 1 \ \ CG-9D ff RANCE / 1 \ IRF I /k I DENSE TREES \ O,qO �/ '9 \ 2 -sMgl°TyR F�-T r fl IR s tiro,ST\Y IRF - I � 3 1 DEc� ry • OPEN SPACE. ° TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.177 ACRES (26.27.) 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 = 1.177 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 HOMES S SHALL BEAR E ADDRESSED ON THE ADDRESSES.PUBLIC ROADS WHICH THEY FRONT. NO LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 6,664 4,058 2 6,323 4,007 3 6,470 3984 4 6,311 4042 5 7,401 4740 6 7,109 4,340 7 7,416 4,661 8 6,580 4,080 9 6,026 3,828 Q Q /0 4�0 oh�y jo Q �9yF Hi// PROPOSED O \ CG-9D ENTRA E \ \ \ \ PROPO DDE ' CONC.ALLEYWAY-1 \ \ ROPOSED \ \ \ STOP SIGN 10 1 6,805 4,462 11 6,694 4270 12 4,910 3,198 13 2,215 1,353 14 1,790 1,237 15 1,747 1,197 16 1,725 1,175 17 1,720 1,169 18 2,188 1,223 19 2,463 1,448 20 2,515 1,489 - 21 5,968 3,675 22 6,412 4,091 No. 35791 10/15/21c�4 k IONAL Vl%' z z w w ZO f f ZO f f a o U) U .. Z0 m o U 0 U 0 Z o a w w in a a w Z w w `" > > W Z RWA I DECK c� \ \ \ NO PARKING TOTALS: 107,452 67,727 Cd I m SIGNS b h\ \ L� �t / RWAVC, �i \ (TYPICAL) Total Lot Acreage: 2.467 SIR co w 9oGRAPHIC SCALE `; 'y/ ��� / � .` -• PROPOSED ROW DEDICATION AREA 30 0 15 30 60 120 I - / PROPOSED \ LOT22 / --,CG-12(TYP.) 5R p \ (3) EXISTING STREET 4 PROPO D i 2 IR U \ \ \ TREES TO REMAIN ONSTR( IN FEET ) / PARKIN ET 1 inch = 30 ft. N STREET SIGN\ >, , \ \ \ PARKING M r _ Q S cR SPACE (9'x1eMROPOSED 6' PLANTING STRIP TO BE N CD OPEN SPACE E \ io' MIN. BLDG ; ./ , LOT 21 ONT \ (TYPICAL INCREASED TO 15.5' IN THIS LOCATION n I - - �0.049 ACRES -SEPARATION / i q� i �I \ TO ALLOW FOR THE (3) EXISTING .. N*1'43 E (�1'PIAL)` % ' i \ q�k\o? STREET TREES TO REMAIN. NEW E 60.5 S 85'49'56" / �h j 80.S/ \ \ \ SIDEWALK AND PLANTING STRIP TO BE - - Z 50.48 6p, ! i LOT20 `S 6 GhTO INCLUDED IN ROW DEDICATION AREA. p _ F 4 W W W W W W W W W W W�•�`A/.`Y.Q�w - // OOO II /(/ LOT10 J ZE / \W . W\ W W W WV�W W V• IOCk L�O48, IRF V ' \ * PROPOSED 41 \ w .W . W \. NO%PARK+NG 00 --- (---- W SIGN (TYR) O) N I.2o'k _ ♦W . W ?NF F LOT 16 RON z TSF \ N- M II --_---"--__-__----__ I �-,, � /` o� oR \ �FG� ,Y \ ,v� e Ck �8 .. PROPOSEDR/W �0 0 0 o d' I LOT 1 /�; / ; PROPOSED 3 / A7 DEDICATIONAREA I N 13 - - or CG-2CURB \ 2cp. / O LOT14 i (0.095ACRE5) z c 6' PLANTING STRIP ! / Q F // Ix I 6 ` LOT 2 i' /o,°? R, O' \t��� \ roe MR�Vq/\< ?2. / OFck 'Y LCjT 13 /'W y W y y I 0 0 � d . +OPEN SPACE C ? 0 0 / 1 PROPOS IFOBSF 2 / O q�/ //�� /n7�C ^ pC W N 2' �r�� _ - MAX:ERONT LOTS o° �i > STREET SIGN rNF F�/j k I N m 1 gA-1W 1`'L BLDG / /. / o w--- SETBACK / / q \ / / SEPARATION-/ ; °j P PROPOSED-- ///// �\ �?` 2 / OFC �; 6' PLANTING STRIP Q Q a (TYPICAL) / '- PROPOSED d , y/ NO PARKING/ SIGN P/ \ I �\ SIGN TY 501 ju"TO co --I ---- PROPOSED F FqR \ ' / i �00 / J o I AREA OF VDOT 1.00NL NE l- g, 58 6 � MP OIfT- _-CG-12 (TYP.) i � i /' ' �/S�Te`�\ N ,l /6 ' W � � \� BENCH MARK� LL.I � 14 I i COT 4 / F qCk ^,_ f. W W I IRON ROD z J Q STD. WP-2 MILL 6j - / y / ( ELEV.=396.24' \J\ z o 1 & OVERLAY r LOT12 OCHLYN HILL DRIVE • / � / �/ 1 ` 1 •, 1 �- •°; - / PROPOSED % �' / � i / II \ \ I I � � Z / - \\-------' I w < a . � STREET: SIGN / ,' ,' / , i54 R/W) ---- - Cr_grl _ -296 r�'R-�OBLIC ROAD MAINTAINED BP WO-T- _ R \\ /. LOTS / 3o,R _ - - I L9 - o v 890 z5 s \\ 4 'BUMR /OUT PROPOSED 5' y / _ --- 114'--------- - I 0 Lu w 3 o� R VD T STD. --- - \\CONC.SIDEWALK / pL/ OCG-9D r J STAND 1-4 \0 0. ,•f.AT� 6. P . 2w o w w w w w w w w w w w w w ww w w w w W 796TO\ 6aw w e8R \\ / II II I '° bI I' T `�� 6' eLAPJINGSTRy LOT6 VDOT SLOT11 U oOE ° •.. \ _♦ p'7w w w w w w w w w w w w w w w w '-'" �///Y Q�.\`-��.p/�,' / \' �/.. //1 Im Y �A 11 I JI II CG-91D ' w w w w w w w w w w w w w w \l / ,' \ �' a• m 'N 1 -1 - I J O 21 / PROPOSED i-4 \ � / / ♦-: II IIII��� W^M w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w Cw Gw-6 wCUwRB W w W I.r 21 ONST EET 'w WY` -E PARKING 9QJSTREETw ACES ('x20') o OPEN SPACED O (TYPICAL) Ln 0 \\/ r\/ _�/ ri_' // // •/. \'.� _ /•/.. ' / /i /.- -,✓ °(,i N www-' ww WwG ' w ,wwY ww //�www wWw �_ ww • www www www www www www www www www www www www www www www www www www www www www wwww www wwww www .wwwy ww www �w www ww wwww ww wwww ww ww Jw..w♦ w w �`,Fy\ . \ \_ ' II I I• 1,www W WwW 1w W- .. _IN - - .-.,f.--Z�n'Zi1 I I Z9I' SPACE 9. (TYPICAL) I IFI IIC-FIC' =NZ LOT1O ioMIN..BLDG Z^ LOT7 SEPARATION Iui OPROPOSED 5' \NPRKING(TYPICAL) LL CONC*SIDEWALK oP ULOCHL YN HILL CAU)/r/W�/120� 25PARK - CURRENTLY 0.929 ACRES 11 UNDER CONSTRUCTION E BUMP U NO PARKING °A ZzTo rt71 d - S IGNS♦ PROPOSED 5' 1 Q y I'nc �y TYPICAL d w w / 'r -' •- -�i j° 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 w w w w w w w ww w w w °\ C" 11 1 II CONC. SIDEWALK IIr LOT9 TEA OF,VDOT m SD. WP-2 MILL PROPOSED LOTO W &OVERLAYo .>NUx STOP SIGN* `n bMP OUT --- -_ s ------ - N TIE�FN TCYTHE w I II ��?� Iw W w W W "? T.: �I P° 7L EXISTING .1N' w 135.82 d d ° •° I------ SIDEWALK* • A -0N 8643 33° W fi23O G Lu l ° -' • ��/ w w w w w w w w w w w w w w w w w w w ;. •' / I E �. O w 6 .a• w w w w w w w w w w w ♦ O VDOTLn w S 4' 6.8� 362.26 d &OVERLAY A VDOT STD. - - - - - - - - JOB No. 'ell EXISTING - n-- CG 9D m ° o COMMON AREA ! sroPSIGN ExlsrwG' - 112062 0 n I. a OPEN SPACE 2 " _ -- - STOP SIG SCALE - __ N' d" •� m 4: _ • • a _ - - SHEET NO I ' ° ' F C F/C o rr r 28 I I I 'I i I I ° 53' R I R/W D Ns �rRE • w \ w \ e9 R� 2831-503 NOTE: EXISTING SANITARY LATERALS SHALL BE ABANDONED. PROPOSED Rivanna Water & Sewer Authority (RWSA) P44RK w w } D - 603 (PLAT) LOTS SHALL UTILIZE NEW SANITARY SEWER LATERALS AS SHOWN ON General Water & Sanitary Sewer Notes TH RT 4BE EAST w \ THIS SHEET. 1. All materials and methods of construction shall comply with the latest version of the General \ ° / w \ / / k Water and Sewer Construction Specifications as adopted by the Albemarle County Service O� \ ` \ Authority on January 15, 1998, except as modified below. \ \ I \\ w\} k 2. All construction materials and methods of construction must be approved by RWSA prior to SCOTT R. \ the start of work. A preconstruction conference with RWSA is required prior to the start of F �qN� \+ / work. L) No. 35791 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). �4 10/15/21 c4 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. wo SSIONAL '_0 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 1 1 TMP 61AO-06- lA-00100 } / EXISTING/18" RWSA D.I. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the HAIGHT, MICHAEL ROBERT & \� °, k/ WATER NE existing system. All doghouse manholes must be pressure tested before a connection is COLLEEN PATRICIA GILLISI. w \ ° k made to the system. 1 ZONING: R-4 ° 7. The location of existing utilities as shown on the plans is from data available at the time of 1 \ / TMP 48B-1 1 I I 1 I USE: SFD UNIT IRF ' I CITY OF CHARLOTTESI//LLE design and is not necessarily complete or accurate. The Contractor shall be responsible I 1 D.B. 45119 PG.673 w �, EXISTING 10" ACS .I. PARCEL A, PEN PARK for the verification of the location, size and depth of all existing utilities, both surface and ° —1— ° .1 'I ` 1 — --- " S w ®� WATERLINE DB PARCEL A,7, N PLAT subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect e \ PUBLIC GOLF COURSE all utilities and structures from damage at all times, whether shown on the plans or not. U) U) I H W -- B F \\\ Damage to any existing utilities shall be repaired by the Contractor to the original condition z z (0E4j0 at no additional cost to the Owner. z DENSE TREES �9 \ w \� H�Yh j0 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement o f f IMP 61A0-06-1A-00200 \ w 14 Hq( without special written permission from RWSA. No grading or filling shall be permitted in �,/w� a , 0 0 1 1 w \� EXISTING LA L TO the RWSA easement unless permitted otherwise by RWSA in writing. Vl �I� 1 EARL CHANDLER PARKER \ w REMAIN TO SERVE LOT 22 - c� � 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission �J vi m z z I I LINDA MARIE PARKER R w \ METER TO BE SHIFTED Z L a i ZONING: R-4 RF \ and RWSA approval of the blasting plan. Ground monitoring during blasting and a o W 0 0 I \ OUT OF SIDEWALK O z 1 O 1 USE: SFD UNIT \ w pre -blast survey may be required. For blasting within 100 feet of any operative RWSA 0 a 0 1 ^I \ sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may 0 � � D.B. 4819, 2G�39• — \ also require certification from a licensed professional engineer stating that the proposed q P 9 9 P P 'A Lu > z o 0 blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall V / `" U) U) be repaired by the Contractor to the original condition at no additional cost to the Owner. > > 1 1 . T e contractor shall observe minimum separation requirements for utility crossings. When a EXISTING WATER rossing is made under an existing facility, adequate structural support shall be provided AND LATERAL TO BE o w, Aq for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone W -REMOVED RATS MH TO 419.6' 3 DEC' og �4, \� iDFo� H, to the spring line of the existing pipe. �ry w og eq o 11. New water main installations shall be tested, chlorinated, flushed and water samples Ce y TMP 61AO 06 lA 00300 RwA e \ rp �o, EXISTING WATER MET approved prior to making an permanent connection to the public waters stem. Approved 1 1 Z 1 HENRY C CHAIKLIN & DECK r� / \ �As poBli Qj AND LATERAL TO REMAIN PP P 9 Y P P Y PP 1 p c methods of filling and flushing new water mains will be required to prevent any KATHERINE LOUISE PECK p ti w S� ° GSFJ qB TO SERVE LOT 20 contamination of the public waters stem. 1 I I RWAgC / �b \ T 2� p Y L� I I ZONING. R-4 a 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities 1 1 USE SFD UNIT R ws'• G EXISTING WATER METER P P 9 I — I �1 II D.B. 4794, PG.131 _ \ / ' w AND LATERAL TO REMAIN into service. w � EXISTING FIRE 13. No permanent structural facilities will be permitted in the RWSA easement. This includes \ TO SERVE LOT 17 YDRANT ASSEMBLY TO building overhangs, retaining walls, footers for any structure, drainage structures, etc. a,. 14. Trees are not permitted in the RWSA easement. \v w REMAIN PROPOSED'" WATER CLEAN / PROPOSED SANITARY LOT22 / I_ / � / I METER &LATERAL TYP. o OUT \ SEWER LATERAL i w LOTS 21, 19, 18, 16) GRAPHIC SCALE' � N_ 1 \ ' / SANITARY SEWS , TING 8 R \ ` 30 0 15 30 60 120 c1l o TMP 61A0-0 1A-00400 \ \ EXISTINGOT10" AC8AL TO I I I MICHAEL CORBETT r, .. LOT 21 i WATERLINE II =1 1 1 MICHELLE CORBETT \ \ i EXISTING 8" / i w 1 1 ZONING. R-4 \ SANITARY SEWER i w ) 1 1 I USE: SFD UNIT — "1 \ \ ; / / ; ; Q i \� EXISTING WATER METERS ( IN FEET ® I D.B. 4854 �G46— 1 43 i / RINI - Z \ \ \ AND LATERALS TO REMAIN 1 inch = 30 ft. S 85'49'56" E \ N / / ,. w RAISE RIM TO 412.4 �g � � \ Q.5 \ \ TO SERVE LOT 15, 14, 13 50.48' \ '" W e ' INV: IN 8" DIP=400.)/ � S INV.IN-8"TCP z LOT20 8 A 6? Ow w O INV. OUT LOT19- w r�_ M i I It 11 `� W \'� •o v ul. \ v •. /��O / IRF00 \ 0) IMP 61A0-06-1A-00500 IRF x` / „ LOj`4$ \ \ HOLLY NELSON DAIS y, `*, W W ZONING. R-4 \� .y ` W . W \W / W W y W w W y T/ / LOT17 �� - PROPOSEBPRIVATE "� u \ USE: SFD UNIT . �. .� � -� �. „ 10'rrSANITARY SEWER r `' \ �` 7 `/ w F RF IRF i 1 + 1 1 D.B. 4737, PG.581 v /EASEMENTS FOR r, \ `� \ / 6 l \ s o z 1 I `E ISTING 8" TC \ \ a I /.LOT 1 _ LOTS 1-3,21 & 22 \ W Y w N ITARY SEWER _ \ { ! L6-1,5 , 13 I I �1 LOT1 // / r EXIiAd 20' ACSA SANITARY LOT y \ \ I �� ox I _. — i r SEiW�RrEASEMENT CREATED � � \' 1 `� `\ t � W � z c _ 11 WITH i LOCHLYN PHASES i LZ13 TIE- N16" DI WATER LINE � 0LOT2 N WIWx6" T.S&V. & 45' BEND(a�O i~o TMP 61AO-06-IA-00600 i / i ,v AfNF� i / / i' 1 -=--� -W 11 F w — III U VAN DER �OORT THOMAS L JR F- -_ -, y l �_ ___ i / / LOT i / PROPOSED 1 J Bo�� DENS L. F5 OR JOAN L HORN n > / r ----- - , q / . 7 PRIVATE SANITARY / h Y� , ; / �• ° I I ZONING: R-4 P //,---___� SEWER LATERAL USE SFD UNIT / / PROPOSED 8 CL,52 DI / II I I I I O Ht r --- i 1LJAfERLINE EASEMENT D.B. 4619, PG485 ---- %/ / V m�n����` i Y --L `I \b \ / i' W '. W /f - ✓ a - - BENCH MARK LOT4 IRON ROD14 501 - RIM 1 — — — LOCHLY - - MH-B LOT12 Lt DIVE — — / RAISE RIM Td 412.0 \ i /1 *, --- ° NV N 3" 92 4' _ v ' \ • P11BL ' — '1V)�3 rr II ry mu 11 14Aa 1 /r�R V„ 1 �' e _ - — 4 P/�� - 1 IINV IIN-3' /tl� 393.8' LOT 5 4 --- ---- NEW M - ° ' PROPOSED s„ wAT R \ - � - •�, r ) � _ —" —H BIM-4A5 _--� I � a \ / a INV. IN 4 �VC/ (SE)=390.9' i ` , .. —INV-M 4 _-PYC-ANE-}=398t8 METER & LATERA (T ) \\ \ \ N W. IN '4" PVG�(SW)=390.9' ' -- - -- " AP _ II \ %� Fz� A� INV. IN 8„ X6-390.8' i INV. IN 8" PVC (NW)=389.8$' o N 2 `� w\ " /' PROPOSED 8' SDR 26 PVC II o 6UT 8 PVC- 90.7 v v ANp TIE INTO EXITING v v v : • SANITARY SEWER NEW INV. OUT 8 PVC=389.7$ n NN�O, R v $" D.h,WATERLINE WITH m W W \, / W N I m e o PRPPOSED8:D.I.P,,. m w w m w m\\\ �. '\A \\ ' i LOT6 _ ,\, ,,.W ', II I. LOT11 I I I o I °p 1"JWW WW WW WW W AJ• W WW WW WW WW W•Y WW WW WW \\ WWv \ WW ,W. \ a \ v � s . \\ / i ♦ \e IW W o W Jwl III I VPROPOSED 6" CL. 52 DI —WAT—ERLINE)NATFRLI - 21 -----— I I I WV C n / .• 49 W W •Y W W •Y W W W W W W •Y W W W\\ .y \\\ --.+.. \. :-. \\ \\ /i�ii' .?\Kh t \x,'. I W m 1 // I I 11— I I \ \ / / /' / •' �•.... %/ ^W W W W W W W W W W W .v\ ,. i.... I II - -------- PROPOSED FIRE HYDRAgT EXISTING 6" TCP - J I I `• I rn I SANITARY SEWER I '\ / /+ ' / /��jW W W •Y .y W W W W •Y .y W AASSEAp(B�LYW \� \\ .I• , \ \ /. \ \ ;W W / I 1 I -- __ W6" �•WV' W \W W\\ W \ • \\ '' / ''/ 11 \\\ I /// I I TO BE UPGRADED I I "X4" fZEDIdCER�XISTkNG 20' ACSA SANITARY \ v I i TO 8" SDR 35 PVC SEWER TO BE � � I w � LOT 10 I 1 ABANDONED LOT\7 y I II PROP O E FIRE WIW PROPOSED SANITARY ASSEM LY TYP.) \ ✓ W W' W W W W W W W W W W W W W W W W W W W \ I �+ +Y W, W W W W W W W •Y W W W W W W •Y W W \\ •Y W\ \ \ \ �,�J /.II II I- I - EX MH-28A I I SEWER LATERAL I I 00 BEN --- -- - I 6" G.V. LOCHL YN HILL • .� '.: �. W .y W W W W W W W W W v. WPROFv'OSEJD 4" l.L. 53 W W W-w VW• v WW _ WW WW W•Y WW WW WW WW WW WW WW WW WW WW WW •WY R WW D•W•YR W\\wW\W�WWW\ \\ v WW \W•' \\ \ \ a\ \\ "\\ - ,` .j1111� ,W '1 W PARK- CURRENTLY 4ATEKLIIi LrYl , ------------ UNDER - — — CONSTRUCTION — — .—. R—IM VI H ACSA OWNED E41128. ACSAOWNEDSANITAI�Y DROP INV. IN=382.4400`INV. tN=3940 SEWER UPSTREM 6A LOT97MP 6-06/18-000AO i W INV. OUT 376.30' pROP03ED'LOCH Nl� DLUELOPMENT 11 I ' , I Il ,I / GROUP LLC W W W W Y W W W v W W DRAINAGE EASEMENTS yC LOTS h{1LL OPEN SPACE 1 B-A j ✓. W W W W W W W W W W W W W W W W W W W W W W W W W \ L- ______ 1 /_J l / B. 4416, PG. 197, 243 (PLAT) % 4 W W Y W W W W W W Y W W W W W W Y W W W W W W Y W\\m P�OPOSED 900 BEND WI ---- /&IBLOW OFF ASSEMBLY —— — ------ --' -� I IW I W W I 1 • o IRF -r 1 °•-:. Ic----------------c - • \ �- l3 ' // '" ' !'. W W W W WW1 W V• W W W W W W W W W W W W W W W pW W W W W W� � -•' 4-125.07 ° -- ' / ... �� W W •Y W W II II W W W W W W W •Y W W W W W W •Y W W V6'Y ' 3J' W 1623. ;' �• .... .° _.' _a .,- '. 135.82 YI .�+ / _, ��' W W W W W W W W W W W W W W W W W W W • •< • S ,•:m— —� / s �RLOTTESVILLE _ OWNED SANITARY ER =••-- — ��5 �A 362.26' I —,.,——n,----- — EX-MH28 - - TLY UNDER FOR DEDICATION) O Y�� 13OWNTST�tEAM OF A (PLAT CURREN - > -INS, -NO. -NO. —�---- —_ COMMON AREA _ tER + MD P= _339• 5OPEN SPACE 2 (53 5'Raw) 6-P638 -AS�ND- 4D? , — a e. • . I PVC 375.5 PARCEL A, PEN PARK ISE PUBLIC GOLF COURSE DB 507-427, 432 PLAT d- z r It Q (N _J 0 ° W N � �° Q W a > o J ZLL] J Q z z° ` c>n LL. Q a W L91 ` ~ U 0 O w 0� Z J Q J� `- Q _ ` o W U r Y J o ` _ Ul Z ° ` Z Z Z W W Z 2 z Uw Z Ly � — I O N Z 1LLL J 0 o J U) o W a Wa 0 N a U x y 0 y Lu I W N E U 2 In -p JOB NO. 112062 0 ° SCALE 1 "=30' ° ` 0 SHEET NO. a 5 F w \ \ 2831 503 \ \ - PEN PgRK/ �NE EAST \ w R t \ D 603 (PLAT) VOLUME ANALYSIS: V o RT 1481 - V w w k CUT: 390 CY FILL: 35,977 CY 1.15 FACTOR APPLIED \ \ 1- 442 \ \ \ 446.2 \ \� / NET: 35,587 CY FILL 1 NF vv� 42a3 232 �v k 1 \ I o �44.J 1 II 1 v / 42J4 TMP 61Ao-06-lA-00100 °,I• 0� \ +` / / 1 o II 1 I HAIGHT MICHAEL ROBERT & 1 1 o II 1 1 COLLEEN PATRICIA GILLIS/ \ o k \\ 1 1 1 ZONING: R-4 23 ' Oo �' \ 0 TMP 48B-1 1 I I 1 1 USE: SFD UNIT RF - I 0 1 1 D.B. 45119 PG.673 [—___ i w \ CITY C CA, PEN 5 6 PARCEL A, PEN PARK 44 o �1—� 0 ,1 1 1 _ —__ -- 'I Sv A w ®\ vv DB 507-427, 432 PLAT 'N gin PUBLIC GOLF COURSE 442__ 232B F7� v•. w m �79' w \V A \�'�YY,d ro 445E TMP 61A0-06-1A-00200 i \V vv vv °�` ( \ w w �Z4xOo •\ ��� -`_ EARL CHANDLER PARKER W \ 1 1 1 1 LINDA MARIE PARKER \ R' 0 1 1 I ` 1 I ZONING: R-4 i ' i i �. vv IR 1 USE' SFD UNIT _ _ _ �' .', i 1 `v " 419.7 1 1 I = 1 1 D.B. 4819,2CrF39" \ ro 230 ' ' ` \ l i 00 4192 1 D 1 TMP 61AO-06-1A-00390/ i \ \ RW- 1 Z 1 1 HENRY_C-EHAIKLIN & \ DECK -KA%HERINE LOUISE PECK \ I- ZONING.-R-4 I `� � 6� �> \\p `J �e��9 GRAPHIC SCALE IR 1 I \ 1 11 USE, SFD UNIT —1 / , - 2 G \------- -T-,� `� 4 \' %J 30 0 15 30 60 1 1 D.B. 4794, PG 131 228 00 O 1 A / �A i i EXISTING MANAG i ,<v ./ >`, w A� — _A 34'' \ C _ 11",4N V i SLOPES (TYPI yLOT 22 i /\ / w \ ( IN FEET ) / 1 inch = 30 It, 1 C" OUT �/// IR TMP 61AO-06-1A-00400— _ I 1 MICHAEL CORBETT 478.8- 1 \ \ \ 226 MICHELLE CORBETT V vv A i \ / LOT21 \\ \ \ ZONING. R-4 � _ 1 i / �.4• W USE- SFD UNIT D. B. 48� �G4� S y 18 854�56- E ;' / / /_ Q _ 50.48' \ / 225 s / 60.5 ` /'/ LOT 6 —' \ ,--- a 9-1 1 _ 24012 i YD \ F /' / 1 DRAIN BASIN W W ` � TOP 416.00 ADS IMP 61A0 O6 1A-00500 ' \ T IRF I I / =2- - \ \ -r'"Y n DRAIN BASIN __.ice --I — — °-•• / Y I, / ° 1 I ZONING. N DAVISW \i / �\ yam\ /._� W �� W W •Y /`.W W W /�� / W' /// TOP=413.0 / _ HOLLY NELSON D �e 236 dp y\\ \i w 8 s 1 USE: SFD UNIT M - - 7 l I I ! �^\��`.� /� � /� \\ ��� �' I\'r �' / � � , _ i <X/ / /. .. - W �-\ - -- F IRF IRF / i / / 1 I D.B. 4737, PG.581 % , \� w h. ✓ .42 / r 1 1 I 1 `V / i >\ 237 >vmoo / •., _ - o LOT1/n 235 �T r' II 6 LOT2 i l/i LF12 nX ti /o axO O TMP 61AO-06-1A-00600 // / i h � / i �F / / / LOTS y ii ,4: /�� I i `�,- _ _\� 1 ��/\\ / B 3. DT PI 408.OIN W / W W 22 W W c• - - - --- l DNSE 7RFLS VAN DER WORT THOMAS L JR , / _ OR ✓OAN L HORN / vvi / V ZONING: R-4 P / I / 1 USE- SFD UNIT - ,• I 64 I\ i D.B. 4619, PG.485 / / ------ l /O7 /�° T I - \ \\ c 21 ,/ x / I I / a61 I 11J - \ I /' \\ ��.., ro s� Y \II / 10�' / • a. _ ' i %, �� / i i..l� �j \`\ , / I ®�_ OCH c` w Q j LO 4' % 0 234 s m �'' -.---- \\_-.--- /ON/iz0 -- _ 206 208 / � I , D II --- �_®_�f 1.. . p, a� �'-- '- --- ------ - `, \ \ i / / / ELEV I ROPOSED LOC " - 20 - - / / 218 ---- _= —7--C iP�8L-IE-55$_� --,uo � ,/ ,\ \ ---40------ --- _ ---- s BASIN- v QQ / R.,01. g1• . \/ : l/ W WW W W/W/ J• WW ,WW WW WW W WW/'W v _WW W /L �W WW/ W'/WW -2"04W/ w W\ y\ W- ;I /o • °�jc0� i �I I r �\`' 1I 1 ��\ / vv/ / •/`�. \_ \ \I \V'I I'`�/ / _- II �/ , ' / / >-O' ,-2f-.6LDA PGADS �\Y8D"ABDA18INBASIN DII S TOINP T61 =405 LOT11 ABBASIN ,I 0I0II o�Imo�c i rl 387. \7 /\ \,3BB3 / I / �� \ i I /•"JJ W W W W/ W W W W W W W W / W /W W � � 7 A /\ / v // ... \ 2 \� 1 ' 21 YDD 18" ADS 5 �-1NV IN=396.5 DRAIN BASIN I / - \ jyV OUT=395."1 ' \ TOP--400 _,\ \ / e \ / . / % W W �Y •Y, W ,/W W W -- W W j ' W W ,Y W / W / \ W il• \ i I'O^\ ��.�\ -.. \\ \\ I{ .0 _---- • ,� II IIII//�7 r W /d W / W / / _---- /W / Y% W I K _ I \ \ .� � � I 1 'W' / / / I I \ - ,�/ / � W W /W ' W / W -% W W W W W W W W/ W (Y W l\ l \ �, A \, •\ 4 \\ \ \ \ � /' \ .W � / I __ l I 9.7 I � .3B , DRAINAGE EASEMENT W 1 W \`� / iW \ W I I , _ \�>K� . �� \\' /�..- ! W i ' / I �,\W214 LOT 10 / � � ./ � � / / j � �, = J/ /W / W /W W •Y W W V%_-W-_ W W --W _ W W I W 1 r \l Ir A ���� � , m W 'o \ � FEDERAL LOT � ,I , I �.• - I / I \ / \ \ / °. '/ \ .. // / / // / '� Y• W'J EY W ,W W W i' JW W_--W_ W _ W 400 DAM BREAK --- ---- W W W / W W ! W \ I I \ I * \ \ -- i \ �i \ INUNDATION ,\ / / / -- ' / K" Y' W /I W/ W ,'W W W/ W W W W W W W W W W l/ W Wl \W 1•b\ \ a •• I �*\ Im I 1. _ _ / LOC-HZYN MILL / / /' Wr O=/ W .Y Y• W W/' W W W W W W W W W W W W / W \\ W I J� t , \\ \ ZONE L- ' y` �-{ _ — — _ I Il 11 I `IER COUNTY GIs) �/. L 1,IW 3 6 — - = IS� i / \ / , a: W W W •Y W W, W W W W W W W W W W W W -` �P/ARK/-�C(1RRpE//l�Y//TLV / / J \ a\ L_ ,,- ' \ y , }-r i - --- _ Tl • ' \ - / U/YDER,i.ONJY"/IV �lO / W W W W i •�Y W W/Y W W .V W W WY W W .Vi' W7/ W I \\\Jf •Y I \ .._: O \\` - \ / - /i-/�`. ,\ III CITY OF • ` - W I•r ''--ram \ \ 1 1'�' WI i 'I li... TIE PROPOSED OF INTO PARCEL A, PEN PAR f EXISTING STRUCTURE EX 58 ` _ _ _ r - "I r- 244 I USE PUBLIC GOLF COU / LOT 9 -' 6 507-427, 432 PLA W I W 06-iB-000AO /, I I / LOCH N HILk DEAELOPMENT/ / • • / /,� LO L-YN-f/lLL-'/'1,' 202 •e•9\6l ya ' I1V \\ - ,P �1 --- - L-,.--TGR UP LLC TVE/POSED OPEN SPACE 1NNA--- _ EXISTlpG SSPU , -r- lH. 4416, PG. 197, 24,L(1SLAT)/ -,• / / /� .. y. .y / W /W /W ,-G, ' W W W W /' W W W W �Y W W W W W EX %4 W / W W / W / W `\W / ,\ \ \ 1 — i y W , ° o • IRF I � / � / � ,--_ W,' W /W ,/W /J• II II W W W W /'W W W ,4• W W W W W W W _ ' '� �' � -- 135.H2 - ' \\ / / • I'LJrI „. � 1/. �� / i ,'.. ��� `v •Y / W / W /' W //'W W W W ,/W W W,' W W W W W W � — X 5� V ' / '7 • ... .YC I •1 i' �/ W /' W,/' W W W W W ,W W W' 4cl, YY'• URR UND FOR DEDICATION) - - - (PLAT ,GENTLY 4 6. --- ------ COMMON AREA 41/0 _ _ �lllr�t�r�D-SfiRffr ------ --�9� i _ _._._. —.—.——.-----m -____- - s o ' — " ° 4�4•32 ------ 6PEN SPACE 2 —M— (53.5�/W) _ —"— 1 - -- 2 / 4NST, NO.- 6,�638 0 I / 4 Q l_- -� - - _ -" 1 390 I I N RE No. 35791 10/15/21c�4 k IONAL - z z w w ZO f f ZO f f a ,w U) U U Vl 05 Z0 'a� o 0 U U 0 o a w I--1 Lf) E w ZWW (� cn cn N N O 2 K 3836 Nt � z ' Q L� O a- 0 o W N ° Q z� Q J ZW J J Q W o (` z ° _ > � Qo z� W L9 < ° U �/ L.L o 3 J Q C I U 2 rrnn V o a U J z 2 Q ° ul z / A V O ` D z U' J W W Z 2 z UW z � O N z N LL J J J o J U) o I— a E W a � ; )SE N T a V y O ° N Lu I W N E U OO 2 In JOB NO. 112062 0 ° SCALE 1 „=30' ° ` y C ° SHEET NO. a 6 TYPICAL ROAD SECTIONS N TS NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3. 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' 4" CONCRETE 2,Z SIDEWALK CLEAR ZONES C�LEAR ZONE�II SIDEWALK A \\ ' -4, I I 1 SURFACE f�' 2�) M EXIST. GROUND EXIST. GROUND 2$ 2$ 2$ 2£ 6' PLANTING • °•• -S ' STRIP 6' PLANTING 4" VDOT 21A fie' woT 6- T STRIP 4" MOT 21A STONE BASE 5 ONE BASE SUBBASE SS5EE STONE BASE EXIST. GROUND 10 5 6 B2A.5 �2.5 6 5 10 EXIST. GROUND 91 9 9 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29'F/C-F/C 54' *NOTE UUNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC R/W lC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD NOTE., TYPICAL NZ16!HBORH00P STRFFF SUCTION (54' R110) TRAVEL LANES WITH PARKING ON ONE SIDE LOCHLYN HILL DRIVE CS-SSAR RESIDENTIAL & JfIXAD USE SUBDIVISION STREET DESIGN SPEED°• 25 .VPH NOTE. PROPOSED LANDSCAPING TO UTILIZE OUTER 3. OF PLANTING STRIP R/W PER 3• CLEAR ZONE REQUIREMENT C/L RAW CG-6 CG-6 POINT OF 4" CONCRETE 3• CURB &GUTTER FINISHED GRADE CURB &GUTTER p.� SIDEWALK �C'LEAR ZONEI EAR ZONE o,X SURFACE EXIST. GROUND 2$ 2% 2X 2% EXIST. GROUND 6' PLANTING STRIP 6' PLANTING 4" VDOT ' yDOT 6- OT STRIP STONE BASSEE 5 O E BASE SUBBASE STONE EXIST. GROUND BASE BASE EXIST. GROUND VAR s fi 2.s 25VA 9 9 9 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29'F/C-F/C R. *NOTE.- UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R� NOTE: TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TRAVEL LANES WITH TYPICAL NL'ICh'BORH00,9 STRL'L'T SUCTION TAR. R/#YJ PARKING ON ONE SIDE PEN PARK LANE GS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 MPH ROAD NOTES 0 Wei% OF 4" 2" R CURB 8a 6" 1,..1• 4 13" 7" O DOT 21A STONE BASE STANDARD CC-6 UNDER CURB & CHECKED CURB & GUTTER BY VDOT PRIOR TO PAVING NO SCALE AND/OR BACKFILLING. 2CONC. •i KiYiYKKiYiYKK•YiYKKiY it--; � CONCRETE4" 21-A STONE BA NO SCALE • SURFACE COURSE BINTERMEDIATE COURSE �11111111111111111111111111111 • i COMPACTED AGGREGATE•I�.�•il y�•il�.�•ily�•il�.�•il�.� BASE COURSE, VDOT #21A OR DEPENDINGON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING• 1, 1 NO SCALE i GRADING 1 s 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARD CG-2 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL NO SCALE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED PAVEMENT FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. OF THE AGGREGATE BASE MATERIAL IF THE SS VALUES ARE LESS THAN 10 THE 0 q 141 NUMPA" I TRIP GENERATION SCALE: 1" = 150' / _ ,♦ 0 , w SIT No. 35791 10/15/21cv4 k IONAL E�Gl z z w w ZO f f ZO f f a O O /w u) U U VJ � �zz Z w O Oa > O O U U 0 O o _j � � •�• E a a .0 zLULU (� w U) (n u 74 N 12 ze - - \ cli N \ _ m ut I \ e, a , I• m ltl _ ^ N O 112 ZA -,. a, o, L9 cle) M 4 Rom'✓<, I Cy) " ., I I / � Q J (n p Table 4: Pavement Design (VDOT Pavement Design Guide) W N 0 Q Q Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Lochlyn Hill Drive 285 2 305 4 4 10.62 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Pen Park Lane 795 2 815 4 4 14.05 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Evanson Alley & Ellie Alley 103 2 123 4 4 7.46 ISM-9.5 2 2.25 BM-25 1 * 2.25 21A 8 0.6 11.55 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED GENERAL CONSTRUCTION NOTES FOR STREETS ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES METHOD OF CORRECTION. AT ROAD INTERSECTIONS SHALL BE REMOVED. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER COMPACTION BEFORE BASE IS PLACED. BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF MEETS REQUIRED GRADATION FOR TYPE 1, H, OR Ill PRIOR TO PLACING AGGREGATE BASE. CONSTRUCTION. DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT Q 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE A MINIMUM COVER OF ONE (1) FOOT. AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON DAYS, THE PUGMILL REQUIREMENT WILL APPLY. SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION RESULTS FOR APPROVAL. AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN BEFORE SURFACE TREATMENT IS APPLIED. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL OTHERWISE NOTED ON PLANS. (PRIME COAT RC-250 ® 0.3 GAL.ISQ. YD.). DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA NATURAL WATERCOURSE. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE COURSE. 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE STREETS RIGHT OF WAY. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ALBEMARLE COUNTY 5. INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE GENERAL CONSTRUCTION NOTES ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). BEING COVERED. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SHALL CONFORM TO VDOT STANDARD PE-1. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH PLACEMENT OF ROADBED BASE MATERIALS. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 8. ADHERED T0. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, REQUIREMENTS OF THE PERMIT SHALL GOVERN. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 9• ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE CLEARING, GRADING OR OTHER CONSTRUCTION. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. AS SOON AS POSSIBLE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. OF THE FINAL INSPECTION. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR STABILIZE A DRAINAGE CHANNEL. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS TRAFFIC CONTROL DEVICES. SHOWN ON THE ROAD PROFILES. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING PIPE -CLASS Ill. THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO ELIGIBLE FOR STATE MAINTENANCE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. W0 LU i 0 J0o Zw J Q z U) 0 o L~L A W \ 0 V r z 0 O LU 3 I Q z U 0 0 W U J LU Y ~ TRIP GENERATION CALCULATIONS 2 E LU_j TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 8TH EDITION) )Ln ~ C 22 SINGLE FAMILY (14 DETACHED, 8 ATTACHED) UNITS - CODE 210 & 230 z U ° D I--i z ADT: 180 VPD (90 ENTER 190 EXIT) (n J w z z AM PEAK: 14 VPH (4 ENTER 110 EXIT) LU , 1 z PM PEAK: 19 VPH (13 ENTER /6 EXIT) Ly O z J 0 ___I o U PRIVATE ACCESS PRIVATE ACCESS J U) o EASEMENT CIL POINTOF EASEMENT FINISHEDGRADE 7' 2"SM9.55URFACE i yT- a 2/4 `- I11��I EXIST. GROUND 3: ) 3,T EXIST. GROUND n/ u CG 0 8A4Sb 69) a$d$ o d\o CG 2 LL 'y a"ASPHALTS/NDER 8"21ASTONE EXIST. GROUND EXIST. GROUND Q x 0 0 �3 L y TYPICAL PRIMATE ALLTY SECTION CD CD DESIGN SPEED LIMIT 201•nvla N NOT TO SCALE LU w E w = D U INSPECTIONS NOTES `� 10 JOB NO. 1. BUILDING OR STRUCTURES BUILT BEFORE ✓ANUARY 1, 1985 MUST HAVE AN ASBESTOS 112062 0 0 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. SCALE 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE AS SHOWN o MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. a SHEET NO. 7 s CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CC-12 NOTE: COMPONENTS OF CURB RAIPS CONSST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARW) HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES. MEA IN SQUARE YAROM GENERAL NOTES) CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES' CURB WHEN REOUPED (CG-2 OR CG-3 IN LNEAR FEET) DETECTABLE WARNING SURFACE UREA IN SQUARE YARDS) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) T EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHpULO EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE !DETECTABLE RAI RAISING SHALL SHILL ffi PWE MA BY MATERIALS APPROVED DOMES. 1. THE DETECTABLE WARNING SHALL BE ME MA BY MATERIALS APPROVED DOMES. DE WMMMIZEO FOR EACH CURB CUT PAP. BE SUMMARIZED FOR EACH CURB CUT ROMP. 2. DETECTABLE WARNNG SHALL BE FROM THE NOT APPROVED LET FOR 2. DETECTABLE WARNING SHILL BE FROM THE NOTENALS APPROVED LET FOR DETECTABLE WARNING STHE SPECIAL IAOWCTS NOT ORLISTEDCC SHALL MEET SIDEWALK RAMP 12-1 MAX DETECTABLE WARNING O SUFAGES.UALPROPRODUCTS NOT ORLISTEDCG SHALL )MEET SIDEWALK RAMP Qn MAX THE WARNING SURFACE OF SHE L BE SUBMITTED MT FOR CSTA DETECTABLE 4B:1 MAX SHE IN WSURF CE OF THE L BEIAL PROVISION FOR STA OETES AND 48:1 MAX WARNING ESIGN S AND SHILL BE ROVAL. TO THE STANDARDS MO WARNING SURFACE MO SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. \. SPECIAL DESIGN SECTION FOR APPROVAL. l 3. ADPING SIDES OF CURB RAMP WHY HE POURED MONDLITHX:ALLY WITH RAMP 41'- 3. &G AND 9DE5 DF CURB RAMP MAY BE RIMMED MONOLITHgALY WITH RNP 41• - FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BALLS. "� FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, '� a. IF RAMP FLOOR 5 PRECAST. HOLE$ MST BE PROVIDED FIXR DOWEL BARE 50 4. IF RAMP FLOOR IS PRECAST HOLES MIST RE PROVIDED FOR DOWEL BARS SO MAX MA% THAT ADJOINING FLARED S06 CAN BE CAST H MADE ALTER PLACEMENT OF D THAT NI FLARED 0 i IN PLACE AFT i F D d MJd NG L D 9 FS CM BE CAS ER PLACEMENT 0 PRECAST RN.P FLOW. PRECAST CONCRETE SHALL BE CLASS A-L. PRECAST RAMP FLOR. PRECAST CONCRETE SHBE CLASS SA-4 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A 5. RED RED BARS ME TO BE W.5 X 8" PLACED rCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOM, MIDI OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE( RMP FLOOR, MID -DEPTH OF RAMP FLOUR. MINMIIM PERPENDICULAR CONCRETE COVER 1%''. CONCRETE COVER16. CURB / CURB AND WTTER SLOPE TRANSITIONS ADJACENT TO CURB MAMAS '^Wmlt 6. CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAAPS5y rAA'tAAE INCLUDED N PAYMENT POR CURB /CURB M0 GUTTER. sy'Yh�Ir 94;N NvtV'r2r�i V�V. LA5'MIN ARE INCLUDED IN PAYMENT FOR CURB / (ORB MD GUTTER.). CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS DR AS DIRECTED N 7. CURBRAMPS ME TO BE LOCATED AS SHOWN ON THE 0.MS OR AS DIRECTED12M1 'BY DE ENGINEER. THEY ARE TO BE PROVIDED AS INTERSECTIONS WHEREVER 12=MpX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12,1 M �/ ` AN ACCESSIBLE ROUTE WITHIN THE NIGHT OF WAY OF A HIGHWAY FACILITY AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGMULE55 OF WHETHER SIDEWALK IS EXISTING, PROPWD. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY W57 BE LOCATED WITHIN PEDESTRMA CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DRECTD BY THE ENGINEER. AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LEES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLELA, ,�!! HYDRANTS, DROP INLETS, ETC. MCESSBLE ROUTES PROVIDE A WNTNUWS PARALLEL ACCESSIBUNOBSTRLESELDEMENTSEOFIRA FACLITAND TYTHAT CM TGE PATH APPROACH D. ENTERED =AT Y A"r','V,i%1T,X�'ai� V9C'�@!l�'M ACCESSIBLE ELDCMEN�iBSEOFR'A FACILAND ITYTHATTBE PATH PROACHED.ING ALL ENTERED AND USED BY PEDESTRIANS. N'l"//"j6 AN) USED BY PEDESTRIANS.A,5. RAMPS NAY BE NG IS A RADIAL IN TANGENTIAL F THE C PROVIDED THAT 1 8. RAPS MAY BE PLACD W RAIIAL GR TANGENTIAL ELECTIONS PROVDEO TXAT .R 1THE WRB OPENING IS PLACED WITHIN THE UNIT$ OF THE CROSSWALK MD THE CURB OPENING IS PLACED WTHIN THE LIMITS OF THE CROSSWALK ND THAT THE SLOPE AT THE COWLCTION OF THE CURB OPENING IS THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS wl MAX` - PERPENDICULAR TO THE CURB. 5WIN X PERPENDICULAR TO THE CURB. Build XX XO9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RMICARIOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RODICANNOT TRAFFICC,, WEERTTO STANDARD DECO-VIMCOMTIMERCIAL ENNTRANCE'OiERVrTRUCNA,MM ACCOMMOFATER THE TURNDMCEOLAREMENTS,EFCIAANENTRATATED HHEAVYT� aWw TAT X . 2" HIGHER THAN T AT X .2 " HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPYN \ EDGE OF PAVEMENT TRUCK TRAFFIC) FOUR MACHETE DEPTH. \ EDGE OF PAVEMENT 10. WHEN CURB RAPS ME USED IN CONJUNCTON WITH A SHARED USE PATH, \ AT XX .SAME AS TOP OF WRB 10. WI CURB RAPS ME USED IN CONJUNCTION WITH A SHARED WE PATH, \ AT XX ,SAME AS SOP OF CURB THE MINIWM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH THE MINIMUM WIDTH SHALL Si THE WIDTH OF THE SHARED USE PATH. It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C 11. WHEN ONLY ONE CURB RAMP 6 REGARDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x +'LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR A 4'X 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT COW INTO TIE TRAVELWAY. THIS 4' a 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' a A - LANDING AREA NAY INCLUDE THE CUTTER PAN. LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME m TRUNCATED DOME u: 12. ALL CASES WHERE CURB SAPS INTERSECT A RADIAL SECTION E 6•-2 4' C-C I2. ALL CASES WHEREENTRANCES CURB RAPS INTERSECT A RADAL SECTION OF b"-2.4" C-C iO CURB AT ENTRANCES SHALL STREET FACTORY THE R E FIELD CUB AT ENTRANCES OR HAW FACTORY THE DETECTABLE WARNING SURFACERECOMMENDED SHALL HAVE A FACTORY RADIUS OR BE FIELD ~ O O O O O z WMNNG SURFACE SHALL HAVE A HE MANUFACTURER RADIUS OR BE MATCH O O O O O 3I -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH-MEOBAC AS RECOMMENDED OED BY irvE MAWFACSURER i0 MATCH L YYYJJJ... THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0 THE BACK OF CURB. D D D D 0 0 0 0 0 0 0 u o 0 0 0 0 0 0 0 0 0 0 0 -F D o 0 0 0 0 0 0 0 0 0 0 0 LAE0INC RAAP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CAGING RAAP + �m ti 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 'e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 m 000000000000000 h 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BOX (Ex OF EASE SUNCEIM IX-fi5X OF BASE DIAMETER b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i9i DMNETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GET AS WARMING DETECTABLE WARNING AT BACK 01 CLUB o "-1 L' I VARIABLE FULL WIDTH OF RMP FLOpt AS BACK OF WRB o "-14" I VARIABLE FILL WIDTH OF RMP FLOOR SEE NOTE 12. EASE DIAMETER SEE NOTf 12. BASE OANETER I PAY LIMITS I DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME PAv uMTs DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETAIL `VD0T7 SPECIFICATION �V[X]T SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET tOF 5 MEs8s10N DATE (GENERAL NOTES) ms SHEET tOIIIIIIIIIIIIF 5 MEv151oN DOTE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 502 VIRGIWA DEPARTMENT OF TRANSPORTATION CG-SD CG-2 WIpT�~I A� I I : WIDTH OF ENTRANCE e' LIMT5 Ce PEDESTRIAN F- LIMITS OF PEDESTRIAN 1 I A-g ® ---- ® NOTES IOU STREET APPROACH ssAE wRFADNO GENERAL NOTES EXPANSION JOIN '- AC SS ROUTE ACCESS ROUTE R S TO BEAR M MARINE ROADWAY (SEE NOTE 6l 4H D 8 UMAVD SPACE NON -TRAVERSABLE UNPAVED SPACE L THE ITEM MAY BE PRECAST OR CAST IN PUCE. SHOWN ql PLANANI RII: C G 1. WHEN CG-115 USED FOR STREET CONNECTIONS THE f0 Y' CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH 2. CONCRETE TO BE CLASS N F CAST IN PLACE, AASHTO POLICY AND THE APPLICABLE REWIIEIENTS 'A'4LY. O j /OW P9 IF PRECAST. Y (RADIUS TO BEAR OF THE VDOT ROAD DESIGN MMIIAL.INCLUOIMG BIGHT EXISTING OR PROPOSED W m g; WDTH OF 2' R / RADICAL COMBINATION SHOWN ON PLANS) DISTANCE REWRENENIS. SIDEWALK OR SIDEWALK SPACE (♦ H�-------� 3. CURB HAVING A RADNS OF 300 FEET W LESS CURB MO dITTFA (ALONG FACE OF CURB) WILL BE PAD FOR AS / CC-61RST NOTE T) CURB INCLUDED IN ~ 2. WHEN THE ENTRANCE RID) CANNOT ACCOMMODATE THE ENHANCE CUTTER M h - -T� TRAPNC. TE DEPTH FOR SDEWALK M CURB RAPS RADIAL CURB. _ _ _ / 'P Q° TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK EXPANSION JOIN --- :' • SIDEWALK HI MOUTH THE LIMITS OF THE RADISHOUA BE a. AS pEPiH OF GARB H NC BE EDUCED AE MUCH A5 3" I15" DEPTH) OR INCREASED AS MUCH AS D..! D.. (SEE NOTE 2) I OPTIONAL g� INIFEME➢ T() T'. RI L PEOE T 3" IE" DEPTH)IN ORDER THAT THE BOTTOM -e, & 6" W CEe ROUTE NWTRAVERSMLE ! CESS ROUTE R CURB GULL COINCDE WRH THE TOP OF A e' ��� _-__ m FLOUR LINES 3. W M 16D IN CONJUNCTION WITH STANDARD C(I w ¢ COURSE OF THE PAVEMENT WBSTRUCTME. p!p•�! OR CG-7 TIE CURB FACE ON THIS STANDARD IS TO i OTHERWISE THE DEPTH IS TO BE 18'' AS SHOWN. ♦ BE ADJUSTED TO MATCH TIE MOUNTABLE CURB NO ADNIUM T N THE PRICE 00 IS TO DE MADE :D ,,A' , EXPANSION EXPANSION W pATgXM- '_ 19 w PEDESTRIAN ACCESS ROUTE DETAILS WITH & FOR A DECREASE OR AN INCREASE N DEPTH. k p.;!p.;!D JOIN g Jo"T Y SIRFAGE - - - 1. SEE ST WAS) CG-12 FOR CURB RAP DESIGN TO BE FLOW LINE WITHOUT UPAVED SPACE ra CG-2 5 TO K WED OR ROADWAYS MEETING ' .... NOTE: WIDTH "B" 2'-0" DR AS W MNNWE ROADWAY USED WITi THIS STANDARD. THE RDIEElENTS FOR CG-6 AS SHOWN IN M D . ! D . • p SHOWN ON TYPK:IL SECTION. A� ADDITIONAL RICUT-OF-WAY I$ PEQ D F THE LIMITS APPENDIX A OF THE VDOT ROAD DESICH MMIIAL, N A 6. OPTIONQ FLOWLIE MAY REWIRE WADING OF A ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE yUHR EXTEND BEYOND EXISTING 1'_3.. IN THE SECTION ON W URBAN STANDAW. A• A, PORTION OF GUTTER TO PRECLUDE F MDNG OF WATER. DESIRMLE MNIMUM B' DR pROPOSD v00i RIGHT -OF wAY. 15" p,� ! p,� ! p PLAN VIEW EXPANSION JOIN MSOLUTE MINIMUM 12' BASE ENTRANCE NOTES EDGE OF PAVEMENT MNKRE ROADWAY SLOPE S. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW ® PEDESTRUACTACKNESSABROE. ROUTES IRM PROVIDE SLIA CONTINUOUS e• • M,- - .e a 1tl PMABGLq CURVE TIC S R♦W� TO PROVIDE POSITIVE DRAINAGE ACROSS UNOBSj PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A .'�•. p'�!p'�!p ECGE OF SHOLIDER CR 6X NM. D HALF PLAN A FACILITY THAT CAN BE APPROACHED, ENTERED AM -i. H:. >. 'A' .'A' . OPTIONAL FLOW lNE MGM CHANCE ® - _ _ _ 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE USED BY PEDESTRIANS. n , ° , - • .e • �4' _ _ _ _ _ _ - _ _ - - - D RAW LEE (EXCEPT MY SUBGRME WHICH CAN B N IF PEMSSR N ACCESS ROUTES Ili ME BEING '. 2' RA0U5 9BBI� M Ill ROADWAY Bud MAR _ _ D OMWTTIDDN TH EWTRANCE.IFOR �ME FIENT WHICX CM BE PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SLOPE CHANCE ® - - REQUHED WITH A MAX. 2Y. CROSS SLOPE. SECTION OB-B 0. B. RADIAL WIB E COMBINATION CURB AND GUTTER 6• D SHALL NOT BE REPLACEMENT BEYOND THE R/W LIRE _ EXCEPT FOR RfPLAI£MEN PURPOSES. WHEN OR C IN CONJUNCTION WITH BTHIS p A- - SCGITAN OR CG-T, iXf CURB TIED ON THIS p�_0.� �°1 0,•, MMRNMN Fqt 9. THE DESIRABLE IN MEXO ENTRANCE GRADE CRIME STANDARD IS LE UT ADJUSTED TO MATCH I�--� O" E. THESE IN THE ALLOWABLE ENHANCE STIR THE MOUNTABLE CURB CONFIGURATION. p,• ! p, SURFACE 5'MIN. COMMERCIAL ENTRANCE TOBLE, THESE VALUES ARE NOT APPLICABLE TO STREET CONIIECTIOW. UNPAVD I PMARGLIC � ,' ®CONSTRUCT CHIDE CHANGES WITH A PARABOLIC CURVE. CURVE • e. • � ' . j NORMAL GUT TER A ® --- ® YY -e .e, e I' A. .',. BASE SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES YYY e.ap-,Y,4•o-•Y-,• w0%SO IO%CHMGE oa eec: ewe s. I. CRANE CRINGE 9b 4q oe b4;; °• e`3b�;e. eY 4e bbQ P ? • ENTRANCE VOLUME Iy DESIRABLE NA%IMIM 6 AGGREGATE BASE CLASS AS (I.E.S.) WHO. SECTION C-C f HIGH MORE iHM 1500 VPD O% 3% TYPE 1512E 28 -2', { I .I MEDIUM 500-1W0 V O 53% 6% 3•-0" 5'-O" ® POINT OF MADE CHANGE 6' a 1zr - ` LOW LESS TWA No WD SB% BX 12X MA%. SLOPECLASS.M, .Y. .M, ij A3 NOTE1 ALLOWABLE ENTRANCE GRADE TALE 6 NOT FOR CURB AND CUTTER ONLY • -C. >. Q,ATE ,p .L',E .L'. '�•• 'M' - NPLACAILE TO STREET CONNECTONS FOR S IEWALK CURS AND GUTTER i i 12 X MAXIMUM INCREASE N MORE AT MINIMUM BY INTERVALS . E n. d BUILT CONCURRENTLY Y i x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST %' INTERVAL HAD 8 X MAXIMUM DECREASE FOR SUCCEEDING M14MM 10' INTERVALS ACCEPTABLE ALTERNATIVE SECTION AEA IF CURB IS EXTRUDED SECTION C-C SECTION D-D CGYS 1� NOTES: 1. THIS ITEIJ MY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS Al IF CAST N PLACE, 40W PSI IF PRECAST. 3. COMBNATON CURB M GUTTER HAVNC A RADIUS OF NO FEET OR LESS (ALONG FACE BE CURB) SHALL HE PAD FOR AS RADIAL COMBINATION CUB M GUTTER. 4. FOR IRE WITH 5TABLQED OPEN-0RADD MANAGE LAYER, THE BOTTOM OF THE tlOB N GUTTER SNKL BE CONSTRUCTED PARALLEL TO THE SLOPE DF HOME COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-8 IS BASED ON ROADWAY CLASSIFICATION AND ESIGN DSPEED AS SHOWN N APPENDIX A OF R THE ROM DESIGN MANUAL IN THE SECTION OR ES URBAM STANDARDS. D, • r:r . D D D • D • D , D A OFCONCRETE THE R/CTOIR ERERE COMBINATION 6" CURB AND GUTTER ROAD MINE STANDARDS D5 REASON GATE SHEET 1 Of 1 502 VIRGINAL DEPARTMENT OF TRANSPORTATION 201.D1 OG-" XVoor EPEEFgATION SPECIFICATION ♦ METHOD OF TREATMENT AND BRIDE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE REFERENCE STANDARD 6" CURB ROAD AND MINE5 AROMAS SPPLEFIFENI EARN CONNECTION FOR STREET INTERSECTIONS SHEET. OF 1 IEV07/1 GATE 502 OS REVISION DATE WEES 1 OF 1 WE AND COMMERCIAL ENTRANCES REY S'0 OT/t5 VIRCINIA DEPARTMENT OF TRANSPORTATION VRb1RA OEPNRTLEN OF TRANSPORTATION 203.03 ACSA GENERAL WATER &SEWER CONDITIONS DEACON VNGg6A DEPARTMENT OF rEMSPORunorl 203.04 i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (3.-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.S) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKRH BEDDING 3 STONE ' STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL ACKFILL aJR 6 8. MIN MIN' #68 STONE AS ACSA rF Z STABLE SOIL OR ROC NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PLACE 5' CALVAN12ED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS CJ AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o Xd IN ' . RA51k°�'IM. jl1= ADJUSTABLE VALVE BOX W/ LID II Z E a L M.J. GATE VALVE E 2500 CONCR2'X 2' BEARING AREA. THRUS NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG, W-5 TD-2 ro_B 1/8 BEND DUAL SERVICE SINGLE SERVICE NOTE: 1) SAWLES SHALL BE USED W PVC PIPE. "MMPRESSON x 3/4' WLE PIPE COUPLI PFROVED EWAL FOR USE ON ATTACHED SINGLE EMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION NINICES 2' R ^'IMPRESMOII x 5/4' WI£ PIPE CWPLND PPROM) EQUAL -w USE ON CCTACHED S.C. 1.11 RESIDENTIAL SERVICE WHERE AN IRRIGATION METER Is NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/811-l" METERS) HITS FIG. W-7 TD-13 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES e- '3� 0D� SO 5' 111 ._. 1 1 1 5' 1 1 F WATER SEWER ED A o P Ix LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 11 SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN (2707 2' TO 10' 18"-22"VALVE BO% CAT, FT. PE8 STONE 42"MIN I. 6" GATE M•.r VALVE TEE P.S.I. CONCRETE I 'Q BASE AND THRUST BLOC BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED 0� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REOUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-B SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2• HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNEI USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE ZX �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL a5.0'0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Alignment: L.,I Hill Drh'e-NMholsw Sheet DescriP Nun: Dewipai. Cunx sump, Point Dan Northing Fe,noe 1C: 8H­63603 1914, 615 19866969 REI 18860.J60 19940 824 PT 9-88294 19152746 199T1.636 CmVhd MxDw Pamed. VMme Parmeler Val. Del¢ 24'BY 427187' TPe: RIGHT Redmz: 296.SW Length. 0 T.-Seed,63.261 Mlbdd: C531 Q531 Fimrml: 6.676 Cord: 123.773 Cavx: N87°3726.182]'E Detwpwa PLSMden TNgUL20 Norm" Eaawg SUIT 9+982%4 19152746 HIM0636 Fab: 10R00788 19150596 20002 Ad Permna Vahr LDNRe TMI�P.. \L. leo_elk 12494 Cam.- SMY 05'3183WE Dexriptiov CMnx Swig Pow Date NaaMeg EardN PC: 1Or00.788 189575 18993A62 2 111502 19968.50E BE pr: 12«46.053 IB983.659 20162.927 Parmnn CM29K-c Val. xTAh Puneete, Vein, Dew, ]2° IT 53.7426- T,,: RIGHT Rmm: 196.191 L"I 247265 Taogmt 143097 Yhd OIA. 37.684 Em-na. 46.644 Chm6. U1320 Came: S43. 4W 52.]25YE Alignment: ET I ALLEY Description: IW=tD= Desczimiao "Sweden NwRidiog Ending S. 10H00000 19268.440 20128.933 End IH22355 19211398 20237179 1=11aDYi Parmnn Yen. Pamader Vella LIN9dh 122355 Could: 562. 12'M5336"E CwePoint Darn Denripdon Sndm NonhIn EMwg PC 11+22355 19211 N8 20237 PB RP: 1777904 20001 PL 11.77336 19193094 202U290 Perimeter Value Cirtvlar C,nx Panr Vahe D'InT 06'25'43.998]' TSpc MGM Radius: 490000 Length: 54.981 T.,. 27319 MN -Ord: 0771 External 0.772 Chord 54952 Come A58'59'525343'E TaoeeI Denripwa PTSmdnn NorWlug Eater, S. 11-77336 19183094 202H280 End: 11+98017 19171465 20301382 Parmner T"We S2ugsutDMa Para.nn VI Length: 20,681 Come: S 55. 4T 00.5349"£ File:.. I.. Ilmageryl WP-2. pdf iB1ils ahg1or invalid reference 8"MIN EMBEDMENT SPRING LINE OF PIPE NO, 68 STONE MI .Alignment: PI PARH LA\-E EAST DexrriplioW: TH OFF I- mt TMle -8 Dex,ipdon $YI. 75 BMHoo 11C8J]5 N-33 195.6.33 Eu[mg Q Lj-1 ll' Sad: 1)E].SIl 19 219845 2035]932 057132 imemt Data Dw. SCOTT R. LINSZ Permna Value ParmnW T'M. Lengm: 579046 cake 9D°1D'326s2.;'E U No. 35791,E DeroHPlRoo Bmdao Gnnx Pomr Data En[mg 10/15/21 4' PC V -6].RI 192S65W 50, 2035293E Y Q FE. P[: 19.63.881 19112.;16 19130.58] 203 066IS16 219I6 l' `SIGNAL Cur Cm,eDan Parmnn Tame Ed. VIM ON]. 56-5748S827" TVK: RIGHT Radius: 1%'500 Lenglm 195360 Tangent 106610 ALbOrd: 1T783 ETtezAHL 27.057 Clmd: 337413 Comet S33°41.51I2913'E Tmgm D a Deadpdoo Stadm 0g Endingsm: 19.62.881 81 19130,537.58T 204619I6 End: 21-26486 18967.6>6 2047Q750 rangm[Data Parmnn 4ielue Parameter Vahe LmDh: J63.604 Ca. S05°12'06.8274'E Alignment: Evamsmd Alhy U) U) Description: Z Z LU z LU IIn'm D. O z D.Yip6an PP Statwn NorNMg Eanmg F 0 O O S[m: t0+00000 19131.894 20058.283 d U) U U End: CF78.192 19202,337 20092.222 TBgm[nen 4 Pam.. VWe P... Verne LengN: 78.192 C.. N25-43'27.3E52"E W m LU O O Cuare Point DaG De4eHpdon Bade. N&I EMJI z PC'. 10-79.192 19202,337 2009232E O Q lie lie RP. PT: 11-17291 189853V 19236.862 20s42668 20110,551 L-I �y � � CuenWCwe Dm > z 0 0 Peneern Vaue Pareeew Vale. LU Delis: 04'28Y9b343' Type: RIGID' LU U) LU Radius: 500,000 u LeI 39099 rmgmC 1930 MId Ord: 0382 Extemil: 0.382 (Le Chord: 39089 Course: N 2T 57 52.1824'E iaug=LD W Denriplioo PE Stadm NoeRlhg EaYh{ Stm: 11-17191 19236862 20110S51 End: 111-52.985 19267710 r Date 20128.5WCe M t" Pameeler Vaue Permerer Verne Len81h: 35694 Coupe N3V IT 1691E C,Powl Dan DeurPdOn SMtlou NorWhg EMIn, PC: 11-52985 19267710 20128509 19770.801 19264.275 Pr: 11-95.171 19304605 20148,957 Pam.. Value CirtuW C,mx Da[a Paremew Value Delta: OP 25'01.5333' TyPe LEFT Ran. 10000E Lmg& 42.186 Tm8m0 21096 NidQd: 0222 ESUPACT: 0223 Chmd: 42.183 Come: N28.59'46.23WE I� Dearlpld. PLSadee NonWB Earwg \ rj 'n V. t1-95.171 193N 605 20148.957 (♦') r\-I r-H End'. tN]b 668 193man2 20186960 TmgPammetn ^ N CD Vehe P... Verne r••I Le.,ffi- 81,5❑ Coupe: N27`47'154662'E REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -NTIAL BACKFILL* (6" LIFTS) 4 THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,„CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 65 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 I M Z co N M _ � z Q 0 W N Q � W 0 > o ZW J < Q J_ J Q o `/^ V) 'ILZI I W ~ > W o L9` I--1 Q 0 0 O W = 3 O J `� W � Z Q Q T_ 2 W 6 ° Wo� a J zo Y ` Uj _ z 0 ` CD z U) JOf w w z 2 z W U z w yj p VI z yj _J J O JH UL) o 1� wa WG LL- a U X t.! HE O 3 LU 0 LU m U C!f 2 = In 0 JOB NO.TO 11206E 0 0 0 SCALE AS SHOWN a 0 SHEET NO. n 8 N s V ® A 2831-503 w + D - 603 (PLAT) 3 EN Pq-LANE < �r R I Structure Area Cw tc (Acres) 3 \ 1 � r l / PHASE IV STRUCTURES 202 0.20 0.50 \ C / \ 3 \ \ 442 Gy �6 �k I \ \ x/ -�I/- \I°�/ •I - y I; I I � I/I3 rp\I °M -�I �NI-�_ //3/+ 4 /•r \- / l L3•/- � -/`°B_ /-�. / 1IfM MM3 P I\ \�I °I3 / , I\/ 3I •A1I - / III-O/3\ I -/� -0/�I-\ \I`/6�// I /M /II - \II_ AI/ // \A/ 1/ -i/�"\ I / 'I // �• \ I\ \ I/ /- !Iy $-\ /__/1/\A/-B/I � �� Ir/f/ }I A/_ 3_ I = . 8/1 -° �/�. I/-/. /I �/ -I �.O/J '�/I. �I E/�� 9 /R/•/. /^.'/- -/ M�I-G-kC.\/`// Z�H(/ N _OE�\\ _NL/L/ /yU\-� .��_g•/ �//< �v - I_ ///625 °/ // /r ,`W /_/_/b/ �/fIII= // -� wWWW//°l/lF/_� llN��-///I�WW i �,'///�///WWWwWW /W a��WP/ _/ /�WWWWW '/.,.T�'. . �/I.y�/O�i _/+WWWWWW/ I \ 'Y/�T '1/ I//�Vi WWW`�W\ �(/.'•/ / -/ /WWWWW`WQW P h/W�//,R�WW'WW: �1/F�'' / //�NI WzIW�W�WWW I// 1F-I/ / /I\/I`/ -/ �WWWW/W•WWW�yW = /// � /� °\ �/`-WWWWWWWWWI ////II\�/ ` I///SWWWWWW,WWWW y /�/ / // / ��WWW��WWWWW/-Y/ '/- W/ �`//�/ WWWWWWWWW\1 /BN>// - `7 /\ �W�W`/WWWWWWWW b ��I/- I �I �\�'J�WWWWWWW"}/ V/� � - //// -WWWWWWWWWWW /\ / / " / � nS/ ._/ WWWWW6WWWWW///jl + /\WWWWWWWWWWW/ //� E,\ // / /D-WWWWWWWWWW //El �/ /Cg//KWWWWWWWWWWW / \.// / > -\- `/ WWWWWW,/WWWW-/y, / � y%WWWWWWW`WWWWW % �//- WWWWWW,WWWy�/ / v// o�\\ 0 / / WW`WWWWW//W/\'l/ 2�/\ \/�\ /F°3WY,WWWy/ / �\• F \ �/ /WWWWW WW% /\ \ -%\\ 1•� \\_\ J�\ ��\�\ --2-hV\1/ v\/\/�A1/\ \I\�:D7.�\2�/�\\:\�. ✓D \\�\\ \/ ' \. �\\ I /l/I / l/ / /8 ti \/ / / 8 / / \ / 1 / O _ _ /TB \4% aoo _ RUzx 204 0.09 0.70 l 42.3 206 0.37 0.50 1 208 0.39 0.40 1 210 0.10 0.63 232 212 0.30 0.50 214 0.63 0.50 TMP 6 -6-)A-00100 °m 216 0.19 0.58 HLIT 218 0.41 0.80 5ARB& LN 220 0.14 0.60 5COLEETRICIA GILLIS I 232A ° x ZONINGR-4 TMP 48B-1 222 0.10 0.80 USE: S1 UNIT D.673 CITY OF CHARL017ESVlLLE 224 0.25 0.40 ° 3 232B 6 PARCEL A, PEN PARK 226 0.04 0.80 1 q4° DB 507-427, 432 PLAT e 228 0.27 0.46 1PUBLIC GOLF CORSE 230 0.13 0.80 442 o 232 0.15 0.80 19' D232B 0.35 0.46 a4s.s IMP 61A0-00200 234 0.06 0.80 ADPEARL CHARKER LINDA MARI ARKER 236 0.28 0.45 ZONING: -4 238 0.37 0.40 1 240 0.46 0.40 1USE SFD UNIT 419. D B. 4 242 0.23 0.68 244 0.14 0.63 230 214 STR 0.10 0.40 214YDA 0.06 0.45 214YDB 0.10 0.45 DE,- 214 D C 0.00 0.45419.2`I�ti 7 IMP 61A0--1A-0030D- 229 214 YD D 0.26 0.45 HENRY-C-CHAIKII-N & ATHERINE L UISE PECK ZONIN���4 R 218 STR 0.16 0.80 218 YD E 0.19 0.75 INTUESF218YDF 0.06 0.75 228D.B. 4794,C..1JI 227 220 STR 0.00 0.30 220 YD G 0.14 0.60 - /CLE N LdT22 lour RTMP 61AO- d-1A-o04o0 GRAPHIC SCALEMICHAE�CORBETT I 226 CORBETT I LOTZ1 N- R-4 SE DU. UNI- N 82'40'15W 105. 240 R IN FEET 30 ftLOT20 /nch LOT19 164173 IRFIMP 61AO-06-1A-NL HOL NELSON DAMS NINE R-LOTYZ SFD UNIT F IRF IRF D.B. W,, PG.5Z / LOT16LOT152 QD LOT1 LOT14 LOT2 LOT1 TMP 61AO 6-1A-00600 NSE ,�Lj VAN DER WORT, THOMAS L JR l 7 LOT3 ORJL HORN ZOG. R-4 FD UNIT `USE D.B. 4619, P6.485/ 105 , BENCH 14 /RON/R6D ELF=396 24 DLOC LY TI 218 LOT12 LLD210 5- L& ------------ --- \ 216 TBZJ --OIRAIN�6L21 YDRAIN BA ADS TOP 0 98 4D. I RAIN 400.0 OP=40 214 LOT10\ LO 7p DAO; BREAK - - - - - INUNDATION 1 ZONELOGffN�L W YW ..,/WW W/ W WW W W W Y- TV�/ R COUNIV GS) IT (LCITY OFPARK-CU RE \UkDERkON.UC7/O PARCEL APEN PA/ 23 24USE PUBLIC GOLF CO DB 507-427 432 PLALOTJ1B-000AO - - - - LODEUELOPMENT/ G LOT8 -YN- -OPENSPACET Y/ 4416, PG. 197, 243 / At35.82 W fi23.1V% X58 . RIMS !1!1 _ �/� 4 o 6. b9 SV � _ - 2 - _ / 6- / . _°- ..' ° .i. f -/6.Cl.. iL, ° d �/./ a /° / /a ° / ° / • ra / • .Q. / / // /�Stl9 S_tl-9 � Stl-9-- -� \ � -_ stl%M�stl9 362.2fv eM -® MItl� >N m tl /-Mstl�3 tl�•-.M. °'sMtl� s'm0 M _\ NO�M - EX 94 sv �I/6CoYV�Yl RLI 1 - 7VIiL�i"N------- 4 -rLV iry ' L 3> I . ' ___ Sb9 � '� tl9 � SM� • a . � J7I / NE\ tl9 �/ M zn o 5 5 5 5 5 5 5 5 5 5 6 5 6 5 5 5 5 5 5 5 5 5 5 5 s .0 .0 3.5 3.5 .0 .0 .0 .0 .0 .0 .0 .0 3.0 3.0 .0 .0 .0 .0 .0 3.0 4.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 No. 35791 ,� 10/15/21 ��4• ZONAL Vll� z z W W f f 0 zo f f a o 0 U) It: It: Zm o o 0 U U O Z o a H Ln E a a z w w U) w U) W Ce N L, N O 2 K 3836 L9I _ M z IN N 14 d' z ' Q ILML IN i 0 a- ° W Q W 0o a > J zW J > o (n 'L L.L LLl L9 > W 0 O w Q 3 -J cn z Q Q i--i _ _ o a � J o Y � ul zO Z C/) J � w w Z w U z w Ly � - I O N Z 1LLL J 0 o J U) o a w n )SE T Qx I� v L y OLu ° N C a w E U JOB NO. 112062 0 / / y N ° SCALE 1 "=30' ° C O SHEET NO. a 9 N 435 LOW PT�TA:14+61.87 LOW PT ELEV: 420.73 PVI S :1Z+s6.87 430 \ N LLi 3.5 \ U m 425 \ \ 420 PVI EL EV:421.36 K z6.13 LV :z10.0o SS =150' ikooi N U > W w 35E S;� �0, G 0A LA m HIGH PTS�A:17+3z.5o HIGH PT E EV: 429.11 PVI ELEY:418.70 K:1 .g8 LVC: 35.00 �i v w 5 0 2.5 5 10 1 2' No. 35791 04 10/15/21 �4 ( IN F ET) SIO VA EV HORIZONTAL SCALE 50 0 25 50 100 200 ( INFET) 1 inch = 50 ft. \ L1 /-L /�/ 1 /� \ _ 425 oBJ. AN EXISTIN 18" RWSA DI WATERLINE ` RUNS PARALLEL TO THEE ISTING 1o" _ _ - - - - - - - - ------- ---- ACSA DI WATERLINE IN THISPORTION _ - - - 3.5 OW PTSTA:zi 11.94 OF PEN PARK LANE. SEE UTILITY PLAN _ OW PT ELEV: 89.07 SHEET FOR ADDITIONAL DETAILS. NO PVI STA:20+3 •94 410 CONNECTI NS ARE PROPOSED WITH \ `. PVI ELEV:39 .97 THE EXISTING 18" RWSA DI W TERLINE.` K:z6.vu ALL CON ECTIONS ARE TO THE EX. EXISTING EXI TING 10" ACS LVC:156.0 T 1o" ACSA W TERLINE. FIRE YDRANT OWN D WATERLIN to SSD=157' a r SSEMBLY 7_ ^ m o 405 ml, 395 TIE INTO EXISTING 1o" 10 x AND 45° 6" L. 52 D.I.P. ATERLINE ., IGH PT ELEV: 87.36 PVI STA:21+8 .54 PVI ELEV:385 49 K:15.00 LVC:75.00 o r SSD=253' o N } 00 N ` r M N \ N V N U) U) F- F- z z w w O z f f F O O O a U)U U U) VJ v '" z z Z w o m 0 0 z U U O o a W W in E a a z w w w 1n 1n N 1 N O 2 390 EYE 3.s n > U > w � m � w Lu ti ROPOSED FIR HYDRANT oogo M ASSEMBLY SO M go" BEND 0 385 6" G.V. `, N LOCATION OF M ADA CROSS ALK PR P SED 8"-9 ° END Z ` ' 380 LO PT STA:z6+z N Q _ 57PvI STA:25+24.2 ` VIE 51.4 N Q ° ` K:26:z6.25 LVC:210.00 N Q w = 375 D' m W Q Q v a = - > Lu PROPO ED 8"x8" TEE `. m m J ` -8" G.V. AND �Oo N w > LJ,J J LL t CONNE 8" D.I. W/L TION TO 18" oO-o Ji > 00 J J Q O o 370 RW ALINE -SEE 00 Z F1 �/ LL o OR DETAILS U) u\- a 1.62' T 365 36o 355 350 a 0 w H 345 Lu z I I w J J NO ES.' 1. PER THE Cl Y STANDAR S AND DESIGN MANUAL ECTION 305. , AL1Z7NAT1VE_70_RCP.__1A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWA Y EMBANKMENT MATERIAL SHALL CONSIST PREDOMINAA TLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LA KERS NOT M RE THAN 8 INCHES IN T ICKNESS BEFORE CO PAC TION OV R THE ENTIRE ROADBED AREA IN SPECIFICATION 303.04. J. ALL FILL M ST MEET 95 COMPACTIO . 4. MINIMUM 3' OF COVER M ST BE MAINTAINED OVEF SANITARY SEWER. 5. MINIMUM 3' OF COVER M ST BE MAINTAINED OVER W L. 6. MINIMUM 1' F VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. 1' OF SEPARA TION BETWEI N W/L & SANITARY SEWER MUS BE PROVIDED. 7. VDOT STD. l -1 INLET SHARING REQURED ON ALL STRUCTURE . 8. VDOT STD S -1 SAFETY SLAB REQUI D ON ALL STRUCTURES 9. VDOT STD S -1 STEPS QUIRED ON ALL STRUCT RES 4' DEEP OR GREA TEF1 10. THE DUCTILE IRON WATE LINES SHALL BE WRAPPED IN POLYETHYLE E ENCASEMENT IF NEEDED BASED OA SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING 15 S M H U O J. O LJJ _j J 3 � 53 PR POSED z Q 8" .I. W/L = o a W U JC; J o Y Q 1.78' UJ T� y O E 1, -STM -0 � . 5" 5 }- z 5°A 0 Z = W U Z w PROPOSED w O J z 0 F RE HYDRANT 00 ASSEMBLY 8 w ~ 8"x6" TEE o Lu w 1-6" G.V. i w w Ln 0 L f 0 Q_ Z p w p w a 00 1p J ry J nQ > zz N wo 00 Zam F Z {6 X a> Q> LLI w m 340 L7w w_j aW U)w �J s w N Z lD 0 O O In X O '� ~ U O O V n u to - O N W w+ r w+_ (n N C N Z r~i cllli W N W N a. N Lu W E w w Q w Q O w U 335 mLn zm„ wN zLn z,L„ a L a JOB NO. O 00 N M N 00 N ~O ~O to ~O O ~O ID '1 tD M N tD ^ M ,y rl •i 'i ~� to M N M O Ln N N N N N N M 112062 O b It Q .} 0 n V d i O N 00 d d 00 O O1 O ? O 0 m O 0 0) OD � °8 00 S O N ~ 00 V1 Ol V1 n n 00 00 00 N 00 0) tD M 00 m N O w I� N n O 0) w n H tD 00 CO 00 0 Ln O N y M O M 0 W N tD N N M O N 4 0) 'i O 00 rl 6 H 6 'i 6 00 'i 01 00 'i 6) r\ H 00 tD 11 lD 'i M O ri •i O M 0) ^ M 0) N 0) 00 Ol 00 ^ In 00 � 00 I� 06 fi1 r\ M 00 ID 06 In W M 0) to O1 to � to p SCALE .t M .t M .t N .t N .t N .t N .t N .t N .t H .t H .t �y .t H .t ri .t ri .t O d O M M 0) M 00 M W M W M ^ M ^ M tD M ID M M y1 M S It f f 1 S � d d S f 1 1 M M M M M M M M M M M AS SHOWN cc m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+so 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 1g+5o 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+SO 24+00 24+50 25+00 n SHEET NO. _ 10 N PEN PARK LANE EAS s 435 HIGH PT STA: 7+82.00 HIGH PT ELEV: 426.98 PVI STA:7+91.75 PVI ELEV:432.90 K:18.93 LVC:30o.00 435 EXISTING VERTICAL CURVE N ri a + �.. N Lu v 43o w w SSD=88o' 430 3.5' ?Bp, OW PT ELEV: 416.65 PVI STA:9+75.0 �Ve+a&� VI ELEV:417.4 As-eui� K:30.70 SSD=552' 425 LVC:2o.00 HIGH PT STA: 10 18.95 4�5 o Ln ry o 0o L )m6 to PVI STA:10+3 -95 LOW P STA: 13+13.34 �D + " 00 't + " a PVI ELEV:41 .84 LOW P T ELEV:393-38 0) w m w K:14.91 PVI PVI TA:12+ii.84 v > v > PVI LEV:395 41 420 > m m > w w v " u :26.o1 420 E ISTING 8" D.I. 4 00 + It 00.N a + a L C:2o3.00 SD=163' WATERLINE ++ `w� + v m m MOON REMOVE PLUG AND m > O l "++ a n to +"^ m 415 TIE INTO j $° o sEXISTING " v vi " u v 415 8" D.I. WATERLINE > m m > w w WITH PROPOSED 8" D.I.P WATERLINE EYE 3.5' 410 410 9� 00 "19 IG PT STA:1 +21.50 PROPOSE 8" CL. 52 D.I.P ?gp, HIG PT ELEV: 393.22 WATERLINE P S 405 VELEV 39 -ho5 K:12.68 LVC:85.o oNSS =04' �n n N m N 0 400 M ^� 400 �v v> >m PROPOSED lQ° LOC TION FIRE HYDRANT _ADA ROSS SSEMBLY 3 60� 395 "x "TEE 395 1-6" G.V. -2. PROPOSE 4" CL. 53 D.I.P O B J. WATERLINE 3.6 390 390 PROPOSED go* BEND W/BLOW OFFASSEMBLY PROPOSED 8"x8" TEE 3-8" G.V. 385 385 380 38o 375 375 370 370 365 365 36o w 36o a O a � Lu 0 u Lu > w w 0 Z 0 > J 355 W d' = 355 Z _ Ln N Z O) � Z V7 rl U N 1 't m mO M Lu Z w > J V V ^ > J 350 Lu o' w 350 00 z �. uj o �co z X LL1 M l+ Lu + LA 00 t + Zoo Ln w 0 H W N Z 345 LU Z 0 w n w 345 m Ln Ln Ln r+ rl tD n Q7 O m tD m tD O It O .t I n W O N o 00 R n N ^ r\ Ln frl rl 0) Ln rl M N DO rl M n 00 ^ 1� m lA to .t " 00 m ^ I* 0) rl b � 't lD " m N N N N N W ri " Ci)n N O O O 0) O 0) O) 0) 0) 0) N S d d It S S It ."+ S .t fr1 It fr1 M R1 M Rl Om) M 0) 7+50 8+oo 8+5o 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 LOCHLYN HILL DRIVE-NICHOLSON STREET 13+00 13+50 ✓ALK LON LO' NOTES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-7 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. VDOT STD ST-7 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. LOW PT STA:10+52.50 LOW PT ELEV: L1o.G2 HIGH PT STA: 12+55.00 HIGH PT ELEV: 419.63 PVI STA:12+30.00 PVI ELEV:419.13 K:11.54 LVC: co.00 PVI STA: 1+oo.00 PVI ELE :410.go U 425 K:1.8o R r) 425 PT STA: 1o+16. 8 LVC: 5.00 w PT ELEV: 410. :)8 v w v PVI ST :io+1S. o a U) m w PVI E EV:41o. 5 o a 3. 4 + GRAD y% 420 vC:lO. O V c"+ OVE or1.,% 420 BVC : io+io. o m BV E: 410. 5 w EVCS 10+20. o EV E: 410-3.0 3ro 63 4�5 4�5 GRADE<y% OVER yo' ji 410 0 1.00% 410 a Lu Lu / z J v co 405 > 0 6 405 0 a � W W w aw 2w >o 00 o 400 o w 400 J H rl a. 'nl 398 Z ui L Lu Z 398 Ln O) m 0) 0 Co 0 m O Ln 0) N H ul d H H 3 O� .ot S d S d 9+75 10+00 20+50 11+00 11+50 12+00 12+50 13+00 13+25 EVANSON ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. as HORIZONTAL SCALE 50 n o200 ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: 1o+io.00 HIGH PT ELEV: 414.10 PVI STA:10+40.00 PVI ELEV:413.50 K:17.6o LVC:6o.00 00 0 0+ 0 00 o o\ a o w o w v v u LOW PT STA: 11+82.50 LOW PT ELEV: 4o6.go PVI STA:ii+So.00 PVI ELEV:407-55 > > :1 .07 m w LVC: 5.00 415 GRADE<y% 415 D m n rn N 0 N 0 +? �a "w �w S4 jm jw 410 m w 410 "/00", 405405 w J w J Q w z O oo 400 Ln Z 6 0 400 > Lu " 398 z d w 398 N M 00 . N " 00r4 V1 o N O It en+ O It N O I O O 9+75 10+00 10+50 21+00 11+50 12+00 12+25 ELLIE ALLEY PRIVATE ALLEY DESIGN SPEED=20MPH z 0 a u V) Lu Lu Z 0 Lu L9 z w w z L7 z w ul z No. 35791 10/15/21 ZONAL z z Lu w z 0 ) o 0 Utn z z m > > _j O o J Q w w Ea a z 0 0 Lu w U) U) w w co co N M ,,;I- I N O N W J U) W H O 2 U Y F_ U) W w H L) I_ W V N Lu 0 0 2 Ln kW o m1` y U x L N O w E Lu D = U Ln 0 JOB NO. 112062 1-00 SCALE AS SHOWN o m 0 SHEET NO. n 11 s NOTES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. l5-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREA TER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREA TER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE s a s s 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. 420 20 ry AII1 A 420 STA:23+z1.91 RAISE RIM TO 412.0' INV. IN 3" CIP (NE)=393.8' 415 NEW MH. B INV. IN 3" CIP (NW)=392.4' 4�5 STA: 11+52.29 INV. IN 4" PVC (SE)=39o.9' INV. IN 4" PVC (SW)=390.9' RIM TO 405.0' INV. IN 8" TCP=390.8' INV. IN 8" PVC (NW)=389.85' XXINV. OUT=390.7' INV. IN 4" PVC (NE)=398.8' INV. OUT=389.75' 410 410 405 405 EX. MH-z8A STA:1o+oo.00 EX. RIM:390.40 EXTERNAL DROP CONNECTION: INV.IN=382.40 INV IN. 376.4o TO MH-28B 400 INV OUT- 376.3o TO MH-28 217 8 9' 5' STORM XI G SAN 395 395 2" STORIV XING SAN 8" SDR 26 PVC 165.62 LF Qa o.50% 390 390 QC R35� 63a° 385 $29���4 1� 385 38o 38o EXISTING ACSA MANHOLE 28A SANITA RY SEWER UPS REAM OF THIE MANHOLE IS UNDER NCSA OWNERSHIP, DOWNSTF EAM OF THIS MANHC LE SANITARY SEWER IS UNDER CITY OF 375 CHARL TTESVILLE O NERSHIP 375 370 1 370 365 365 o N 00 D W 0) 00 0) S 00 H O m ono m m m o a 6 m m o' ,m„ 9+50 10+00 11+00 lz+oo 13+00 MHA-EXMH28 14+00 STR:zoz IN STR: EX c INV IN: 38 INV IN:: INV OUT: STR:206 VDOT STD. DI-313, L=12' STA. 12+6o.17 TP=414.i8 INV IN: 405.25 TO 208� STR:208 VDOT STD. DI-313, L=6' STA. 12+99.72 F-TP=410.55 """Ia'. 4u.),) 'v `V4 INV IN: 405.56T0 zio INV OUT: 405.46 TO 2o6 415 STR:204 VDOT STD. DI-313, L=6' STA. 12+26.20 415 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: 405.68 TO z 410 410 VDOT STD. DI-3B, L=8' 1.9 STA.10+30.84 8 TP=395-80 -S M INV IN: 390.00 TO 204 INV IN: 388.85 TO z1z OUT: TO EX PIPE 209)15" RCP 11 (IRS/ 388.75 94 19.59 LF Qa o.5o% (PIPE zo7)15" RCP III yDI 3B,L-1y'35.55 LF Qa o.53% 5TA. 17+58.41 400 TP=394-39//,ozz, (PIPE 205)15" RCP III B.10 TO EX 96 29.98 LF @a o.5o% ;88.10 TO zoz To / CQ� 388.0. 92 6 1� Ca'1 395 �c,yo'S�.F Q�Q 1�5 395 1� 390 390 (PIPE 202) 25" RCP III 385 26.84 LF Qa 2m.% 385 382 382 °o a rn ° OD o o IT,ci ^ `NID In io 00 � 0 I� 0) 0) 0 01 0 O 0 O s ~ ci 00 M O O m m M m� a 9+75 10+00 STR:202 VDOT STD. 13I-313, L=8' INV IN: 3 INV IN: INV OUT: 38 10+50 11+00 11+50 12+00 12+50 STR 210 - STR EX 94 S TA.10+30.84 TP=395.8o go.00 TO 204 400 388.85 TO 212 8.75 TO EX 94 395 395 L 390 390 RCP 0 (p1PE2 �F C� z.41°� 23.0 385 385 382 382 M � M M 9+75 10+00 10+50 10+75 STR 212 - STR 202 13+00 13+50 13+75 1-3B, l :)8 430 425 4zo STR:236 VDOT STD. DI-313, L=8' STA. 12+24.83 TP=413.6z INV IN: 4o6.47TO 238 INV IN: 409.00TO 226 INV OUT: 4o6.37 TO 234 410 405 400 415 410 405 400 STR:EX 62 DI-313; L=14' STA. 16+77.12 TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 cup STR:z20 VDOT STD. MH-1 STA. 12+62.27 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-313, L=6' STA. 12+00.57 TP=yo6.74 INV IN: 400.42 TO 234 INV IN: 402.94 TO zzo F INV OUT: y0o.316 I STR:z16 VDOT STD. DI-3C, L=6' STA. 11+52.48 TP=4o6.ig INV IN: 399.00 TOaig- INVOU 9550TO214 STR:z14 VDOT STD. DI-7 STA. 10+92.65 STR:zzz VDOT STD. DI-313, L=8' TA. 13+22.o8 =410.18 415 INV IN: 402.75 TO zz4 INS: 402.65 TO zzo STR:224 VDOT STD. DI-313, L=io' STA.13+50.33 TP=409.72 INV OUT: 402.94 TO zzz 405 TP=398.02y UPIPE 223)15" RCP III INV IN: 393-75 TO 216 24.26 LF Qa o.68% JV OUT: 389.28 TO EX 6z (PIPE zz1)15" RCP III 400 55.81 LF Qa o.5o% (PIPE 219)15" RCP III 57.7o LF @a o.5o% 1 (PIPE 217)15" RCP III 395 44.o9 LF @a 2.74% s- 8" AN (PIPE 213)15" RCP III 88.65 LF Qa 2.70% 215)15" RCP II I LF dal 2.93% 390 385 38o 380 378 378 00 M O 0) M 9+75 10+00 lD 0 ci ID ' tD N CID Ln CO �rl ( Ln �� or �^ 00 M M m M Li, 0 d 0 0 1 10+50 11+00 11+50 12+00 12+50 13+00 STR zz4 - STR EX 62 STR:228 VDOT STD. DI-313, L=8' STA.1z+00.57 TP=4zo.z8 INV IN: 410.57 TO zio INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO 228 INV OUT: 410.00 TO 236 .t 00 d 000 00 Ln 1.6 It It a It 9+75 10+00 10+50 11+00 STR:232 VDOT STD. DI-313, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 31SW/L IP�PE22�F5Ca130l°70 241.z ONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% � M M � a O O 13+50 14+00 14+25 STR:23213 VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. 10' /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 It ID NOrNO4 lD M Ol ^ O 0) M ((n CO W mL rl m o 6 0 .: N m n �° N N N N N a a a a 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 10/15/21c�4 ZONAL - z z w w z0 zz f f f f a U) U U Z w m > j Ln 0 o 0 U U z a 0 o ww H . E a a w z w w 10� U) U) w w L9 � M z 00 N M _ � z QN W0 N � Q W = W p J� '~ o z W J O° t J Q DC J ° ° U) LL- > a W F- c -j `o ~ I-1 U O Lu 3 Z� _ 6 U 2 0 W Wa U J UI a I 1 < o I -I a W = z E ul ~ z cl� 0 C ° Q z J z w z W U w yj N � _ I O Z 1(YL J 0 JH o Cf) o a mi Wa a U x Ur L s O O ° N o w 6 = U 2 In ° JOB NO. 112062 0 y SCALE ° AS SHOWN o m c ° SHEET NO. n 12 s 9+75 10+00 10+50 10+75 STR 212 - STR 202 13+00 13+50 13+75 1-3B, l :)8 430 425 4zo STR:236 VDOT STD. DI-313, L=8' STA. 12+24.83 TP=413.6z INV IN: 4o6.47TO 238 INV IN: 409.00TO 226 INV OUT: 4o6.37 TO 234 410 405 400 415 410 405 400 STR:EX 62 DI-313; L=14' STA. 16+77.12 TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 cup STR:z20 VDOT STD. MH-1 STA. 12+62.27 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-313, L=6' STA. 12+00.57 TP=yo6.74 INV IN: 400.42 TO 234 INV IN: 402.94 TO zzo F INV OUT: y0o.316 I STR:z16 VDOT STD. DI-3C, L=6' STA. 11+52.48 TP=4o6.ig INV IN: 399.00 TOaig- INVOU 9550TO214 STR:z14 VDOT STD. DI-7 STA. 10+92.65 STR:zzz VDOT STD. DI-313, L=8' TA. 13+22.o8 =410.18 415 INV IN: 402.75 TO zz4 INS: 402.65 TO zzo STR:224 VDOT STD. DI-313, L=io' STA.13+50.33 TP=409.72 INV OUT: 402.94 TO zzz 405 TP=398.02y UPIPE 223)15" RCP III INV IN: 393-75 TO 216 24.26 LF Qa o.68% JV OUT: 389.28 TO EX 6z (PIPE zz1)15" RCP III 400 55.81 LF Qa o.5o% (PIPE 219)15" RCP III 57.7o LF @a o.5o% 1 (PIPE 217)15" RCP III 395 44.o9 LF @a 2.74% s- 8" AN (PIPE 213)15" RCP III 88.65 LF Qa 2.70% 215)15" RCP II I LF dal 2.93% 390 385 38o 380 378 378 00 M O 0) M 9+75 10+00 lD 0 ci ID ' tD N CID Ln CO �rl ( Ln �� or �^ 00 M M m M Li, 0 d 0 0 1 10+50 11+00 11+50 12+00 12+50 13+00 STR zz4 - STR EX 62 STR:228 VDOT STD. DI-313, L=8' STA.1z+00.57 TP=4zo.z8 INV IN: 410.57 TO zio INV OUT: 410.47 TO 226 I 5 VDOT STD. DI-313, L=4' STA.10+97.95 TP=419.40 INV IN: 410.10 TO 228 INV OUT: 410.00 TO 236 .t 00 d 000 00 Ln 1.6 It It a It 9+75 10+00 10+50 11+00 STR:232 VDOT STD. DI-313, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 31SW/L IP�PE22�F5Ca130l°70 241.z ONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% � M M � a O O 13+50 14+00 14+25 STR:23213 VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. 10' /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 It ID NOrNO4 lD M Ol ^ O 0) M ((n CO W mL rl m o 6 0 .: N m n �° N N N N N a a a a 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 10/15/21c�4 ZONAL - z z w w z0 zz f f f f a U) U U Z w m > j Ln 0 o 0 U U z a 0 o ww H . E a a w z w w 10� U) U) w w L9 � M z 00 N M _ � z QN W0 N � Q W = W p J� '~ o z W J O° t J Q DC J ° ° U) LL- > a W F- c -j `o ~ I-1 U O Lu 3 Z� _ 6 U 2 0 W Wa U J UI a I 1 < o I -I a W = z E ul ~ z cl� 0 C ° Q z J z w z W U w yj N � _ I O Z 1(YL J 0 JH o Cf) o a mi Wa a U x Ur L s O O ° N o w 6 = U 2 In ° JOB NO. 112062 0 y SCALE ° AS SHOWN o m c ° SHEET NO. n 12 s STR:232 VDOT STD. DI-313, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232B INV OUT: 418.52 TO zio STR:230 VDOT STD. DI-313, L=8' STA.1z+21.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 1.50' 18" HGL- 31SW/L IP�PE22�F5Ca130l°70 241.z ONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa 1.00% � M M � a O O 13+50 14+00 14+25 STR:23213 VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17'1 EX. 10' /L -S M 420 (PIPE 232A)15" RCP III 28.34 LF Qa o.96% DEPTH OF GS 410 It ID NOrNO4 lD M Ol ^ O 0) M ((n CO W mL rl m o 6 0 .: N m n �° N N N N N a a a a 11+50 12+00 12+50 23+00 13+50 14+00 STR 230 - STR 236 405 M 14+50 14+75 No. 35791 10/15/21c�4 ZONAL - z z w w z0 zz f f f f a U) U U Z w m > j Ln 0 o 0 U U z a 0 o ww H . E a a w z w w 10� U) U) w w L9 � M z 00 N M _ � z QN W0 N � Q W = W p J� '~ o z W J O° t J Q DC J ° ° U) LL- > a W F- c -j `o ~ I-1 U O Lu 3 Z� _ 6 U 2 0 W Wa U J UI a I 1 < o I -I a W = z E ul ~ z cl� 0 C ° Q z J z w z W U w yj N � _ I O Z 1(YL J 0 JH o Cf) o a mi Wa a U x Ur L s O O ° N o w 6 = U 2 In ° JOB NO. 112062 0 y SCALE ° AS SHOWN o m c ° SHEET NO. n 12 s L9 � M z 00 N M _ � z QN W0 N � Q W = W p J� '~ o z W J O° t J Q DC J ° ° U) LL- > a W F- c -j `o ~ I-1 U O Lu 3 Z� _ 6 U 2 0 W Wa U J UI a I 1 < o I -I a W = z E ul ~ z cl� 0 C ° Q z J z w z W U w yj N � _ I O Z 1(YL J 0 JH o Cf) o a mi Wa a U x Ur L s O O ° N o w 6 = U 2 In ° JOB NO. 112062 0 y SCALE ° AS SHOWN o m c ° SHEET NO. n 12 s NO TES: TH 0 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, F�f HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 1 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST SCOTT R. LINSZ VERTICAL SCALE PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE O u No. 35791 e o 2.5 a 10 zo UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN °n 10/15/21 c4 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE STR:zyz VDOT STD. DI-3B, L=zo' ssio IN FEET SPECIFICATION 303.04. NAL 1 inch - 5 ) ft. J. ALL FILL MUST MEET 95Z COMPACTION. STA. 10+33-54 390-72 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY STR:EX 58 DI-3B; L=zy' INV IN: SEWER. STA. -8+6z.68 NV O 38533 To 244 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL. TP=388.57 INV OUT: 385.z3 TO EX 581 J7.J HORIZONTAL SCALE 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & INV IN: 38z.5oTOEX6o STR: 244 VDOT STD. DI-3B, L=8' 1 o 1 1 100 zoo WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY INV IN: 38y.5oTOzyz STA.30+58.71 SEWER MUST BE PROVIDED. INV OUT: 381.4o TO 56 TP=390.8o 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. INV OUT: 385.83TO24z ( IN FEET) 8. VDOT STD SL-7 SAFETY SLAB REQUIRED ON ALL STRUCTURES 1 inch = 50 ft. GREATER THAN 12' DEEP. 390 390 9. VDOT STD ST-7 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 70. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN HGL z z POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL 0 z CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING 385 - 385 0 0 THE CONSTRUCTION PROCESS. t�o/� (PIPE 243) z5" RCP III Vl � 4 zi.i7 LF Ca)i.gg% Z w m > j 0 0 0 U U 0 (PIPE 241)15" RCP III z Ln Q w w Ln 3gp z9.54 LF �a z.18% 380 ~ > E o 0 w w w U) U) 378 378 ; W m Ce 00 m m m 9+75 10+00 10+50 zz+oo 1-1+25 STR 244 - STR EX 58 o M � � N O I� 'y STR:238 VDOT STD. DI-7 STA.1z+6i.yz L9 ti M TP=414-54 INV IN: 4o8.o TO zyo m INV OUT yob oo TO 236 N z N Q 0 STR:218 VDOT STD.N 0 ° Q INV IN: y Q 0 INV IN: y INV OUT: (n Zw J ° W� J Q ` / z ` V J '� 0 o L.L O � W ` � >L9 DC o O Lu W 3 zJ Q Q a� _ = o W an U Ja J o Y �� �_ T z° z z Ln Z `� J z w = w z W U z Lu w z Lu 0 z J H O It J U 9+75 io+00 zo+5o ii+oo zz+5o iz+oo i�+So i3+oo z3+5o zy+oo zy+z5 W a y STR 240 - STR 218 Q x s o o ° N � 0 w = U 2 In ° JOB NO. 112062 0 SCALE ° AS SHOWN cc m ° SHEET NO. a ° 13 N s STA.12+o0.57 yoo.3z STR:z36 VDOT STD. DI-3B, L=8' 4zt STR:z34 VDOT STD. DI-3B, L=6' STA. sz+zy.83 TP=yz3.6z STR:zyo VDOT STD DI-7 STA. io+7z.85 INV IN: yo6.y7T0 z38 STA. i3+6z.yg TP=yo8.55 INV IN: yog.00 TO zz6 TP=yzo.73 INV IN: yoz.io TO z36 INV OUT: yo6.37 TO z34 INV OUT: yz6.00 TO z38 INV OUT: yoz.00 TO zi8 4zo 4zo TP=yo6.74 oo.yz TO z34 oi.9y TO zzo 415 TO zi6 H L 4io 9� o 4io (PIPE z37) z5" RCP III 405 - 3z.58 LF Qa y.z8% 405 400 (Plp 8a3`F C 68. 5 2.17°� / 400 s. o' STM - EX. 8" SAN 8.0' MUST BE TM - EX. FIELD g" SAN 395 VERIFIED UST BE 3g5 VERIFIED 39z 39z .i � l0 � O � pl N l0 � n O m � O N lD ^ ei m W � rl � rl � Ol � 00 00 00 0� o� �� �� ��, ^(,TH QF %lf Design Storm Year = 10 Design Year: 10 Project: Lochlyn Hills Ph 4 Job #: 112062 Prepared by: KKW i O �G, �GZ�E SCOTT R. LINSZ L� No. 35791 �� 10/15/21c�4 o��SSIONAL ETZ�'l z z w f w f z f f a O 0 Y Y Zg w m z > z j z _J O U O U O o a w a w a F�1 E w Z w w U) U) LU o r-4 N N �^ M ti r, N O n r,y ti M M Z N z Q N m Table 8: Pipe Design Table m o W N ° Q W 0 > z� w J Oo ~ 75 z J Q ° J z Q` J o a � C w .o > U L9 ° O �i i Q 3 J U� z QU 2 (� 0 2 W a� n J z� 1 Y Hi o �_ Q T z° z z `� J z Z 2 w w z UJ U z w UJ O N _ I 1(YL J Z JH U o f 0- 0 �W/ 0 L f_ a U x d /11 L/ s L O N ^Lu w m O 0 = U 0 2 In JOB NO. 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a 14 0 s ��®--_-_-_- PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe ate. til 5 fq 3 c W � � °1 d E C mc°ic'� °u m m E CO � E N w N Q Q ci � � Q� U C7 U U E m c .Y=°.. W 'c N E � U >_ ` > > o a� 5 5 J c rq O LL > li � Rpe run: 210-IX 94 210 208 0.10 0.63 0.063 0.063 5.00 6.67 0.42 0.42 405.68 405.56 19.6 0.01 0.0061 15 5.06 2.46 0.13 208 206 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 9.80 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 14.00 4.69 0.86 0.86 416.00 408.10 97.1 0.01 0.0814 15 18.43 7.44 0.22 238 236 0.37 0.40 0.148 0.332 14.22 4.65 0.69 1.55 408.00 406.47 32.6 0.01 0.0470 15 14.00 7.42 0.07 236 234 0.28 0.45 0.126 0.999 14.29 4.64 0.59 4.64 406.37 402.10 148.0 0.01 0.0289 15 10.97 8.53 0.29 234 218 STR 0.06 0.80 0.048 1.047 14.58 4.60 0.22 4.82 402.00 400.42 68.9 0.01 0.0229 15 9.79 7.91 0.15 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 SIR 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 14.72 4.58 0.59 7.46 400.32 399.00 44.1 0.01 0.0299 15 11.18 9.71 0.08 216 214 STR 0.19 0.58 0.107 1.734 14.80 4.57 0.49 7.93 395.50 393.75 55.8 0.01 0.0313 15 11.44 10.05 0.09 214 STR 62 0.10 0.40 0.040 1.963 14.89 4.56 0.18 8.95 389.28 386.78 88.7 0.01 0.0282 15 10.85 9.87 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: 232B- 236 232B 232 0.35 0.46 0.161 0.161 6.00 6.35 1.02 1.02 418.93 418.62 28.3 0.01 0.0109 15 6.76 3.94 0.12 232 230 0.15 0.80 0.120 0.281 6.12 6.31 0.76 1.77 418.52 410.98 241.2 0.01 0.0313 15 11.42 6.67 0.60 230 228 0.13 0.80 0.104 0.385 6.72 6.14 0.64 2.37 410.88 410.57 28.6 0.01 0.0108 15 6.72 4.94 0.10 228 226 0.27 0.46 0.124 0.509 13.00 4.84 0.60 2.46 410.47 410.10 32.8 0.01 0.0113 15 6.86 5.10 0.11 226 236 0.04 0.80 0.032 0.541 13.11 4.82 0.15 2.61 410.00 409.00 94.0 0.01 0.0106 15 6.66 5.07 0.31 DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 210 DI-3B CG-6 4 410.56 VDOT STD. IS-1 REO'D 209 15 19.59 0.61% 405.68 405.56 RCP3 206 DI-3B CG-6 12 414.18 VDOT STD. IS-1 REO'D 205 15 29.98 0.57% 405.15 404.98 RCP3 204 DI-3B CG-6 6 413.67 VDOT STD. IS-1 REO'D 203 15 191.35 7.78% 404.88 390.00 RCP3 202 DI-3B CG-6 8 395.80 VDOT STD. IS-1 REO'D 201 15 26.84 2.42% 388.75 388.10 RCP3 212 DI-3B CG-6 10 395.41 VDOT STD. IS-1 REO'D 211 15 23.02 2.82% 389.50 388.85 RCP3 240 DI-7 CG-6 - 420.73 VDOT STD. IS-1 REO'D 239 15 97.08 8.14% 416.00 408.10 RCP3 238 DI-7 CG-6 - 414.54 VDOT STD. IS-1 REO'D 237 15 32.58 4.70% 408.00 406.47 RCP3 236 DI-3B CG-6 8 413.62 VDOT STD. IS-1 REO'D 235 15 147.98 2.89% 406.37 402.10 RCP3 234 DI-3B CG-6 6 408.55 VDOT STD. IS-1 REO'D 233 15 68.85 2.29% 402.00 400.42 RCP3 224 DI-3B CG-6 10 409.72 VDOT STD. IS-1 REO'D 223 15 29.05 0.65% 402.94 402.75 RCP3 222 DI-36 CG-6 8 410.18 VDOT STD. IS-1 REO'D 221 15 55.81 0.54% 402.65 402.35 RCP3 220 STIR MH-1 CG-6 - 412.00 VDOTSTD.IS-1RE0'D 219 15 57.70 3.17% 402.25 400.42 RCP3 218 STR DI-3B CG-6 6 406.74 VDOT STD. IS-1 REO'D 217 15 44.09 2.99% 400.32 399.00 RCP3 216 DI-3C CG-6 6 406.19 VDOT STD. IS-1 REO'D 215 15 55.83 3.13% 395.50 393.75 RCP3 214 STR DI-7 CG-6 - 398.02 VDOT STD. IS-1 REO'D 213 15 88.65 2.82% 389.28 386.78 RCP3 244 DI-3B CG-6 8 390.80 VDOT STD. IS-1 REO'D 243 15 21.17 2.36% 385.83 385.33 RCP3 242 DI-3B CG-6 10 390.72 VDOT STD. IS-1 REO'D 241 15 29.54 2.47% 385.23 384.50 RCP3 232B DI-3B CG-6 10 427.31 VDOT STD. IS-1 RE 232A 15 28.34 1.09% 418.93 418.62 RCP3 232 DI-36 CG-6 8 427.18 VDOT STD. IS-1 REO'D 231 15 241.22 3.13% 418.52 410.98 RCP3 230 DI-3B CG-6 8 420.28 VDOT STD. IS-1 REO'D 229 15 28.61 1.08% 410.88 410.57 RCP3 228 DI-3B CG-6 8 420.28 VDOT STD. IS-1 REO'D 227 15 32.84 1.13% 410.47 410.10 RCP3 226 DI-3B CG-6 4 419.40 VDOT STD. IS-1 REO'D 225 15 93.95 1.06% 410.00 409.00 RCP3 214 YD D YARD INLET CG-6 18" 400.00 VDOT STD. IS-1 REO'D YD D-C 15 52.50 1.90% 396.50 395.50 HDPE 214 YD C YARD INLET CG-6 18" 402.00 VDOT STD. IS-1 REO'D YD C-214 15 55.50 2.70% 395.40 393.90 HDPE 214 YD B YARD INLET CG-6 18" 400.50 VDOT STD. IS-1 REO'D YD B-A 15 46.10 3.04% 396.50 395.10 HDPE 214 YD A YARD INLET CG-6 18" 400.50 VDOT STD. IS-1 REO'D YD A-214 15 38.70 2.84% 395.00 393.90 HDPE 218 YD F YARD INLET CG-6 18" 413.00 VDOT STD. IS-1 REO'D YD F-E 15 148.70 3.30% 409.00 404.10 HDPE 218 YD E YARD INLET CG-6 18" 408.00 VDOT STD. IS-1 REO'D YD E-218 15 24.10 5.23% 404.00 402.74 HDPE 220 YD G YARD INLET18" 416.00 VDOT STD. IS-1 REO'D YD G-220 15 60.00 6.67% 412.00 408.00 HDPE TH OF f�G� Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table R. LINSZ �SCOTT U No. 35791 �� 10/15/21 o��SSIONAL �4 F- rn r- * gutter longitudinal slope of 0.001 should be used in a sump condition Z Z Z grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth p for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities a U) O O NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 4 w m > j O � O O O Z 0 Q U w U w Ln o 0 w Z w w U) W Ce Table 6: Sump Inlet Design Table o N rl '+ N �^ M '+ n N O .+ Zco N * gutter longitudinal slope of 0.001 should be used in a sump condition (� grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth d for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities - z NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. r Q N J CL W N o ° u W > z0 Oo w J ~ Z J Q ° J z ° U) Q` J o L~L a � C w > UL9 .o ° O w Q 3 J U� Z Q U w� 2 2 (� 0 n W a� J z� Y �_ Q T LLJ z° > >- Z `� J Z w Z w z w U Z w � O N Z _ I 1(YL J 0 o JH U o a wa 0 a U x t L o o ° N � o w D = U O In ° JOB NO. 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a 15 u s INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c °D 2 J d o � c it v m o w a m +` m 0 3 o C T �_ }, C `° � m d � v � x .3 3 0 ° C O E � J U a > J Q U U O O d y U W m y y J W O O D: 202 3B 8.0 0.20 0.50 0.100 0.40 0.00 0.40 0.044 0.020 2.0 0.083 4.1500 3.58 0.97 3.5120 0.1463 0.1619 6.03 1.33 1.00 0.40 0.00 - 204 3B 6.0 0.09 0.70 0.063 0.25 0.00 0.25 0.094 0.020 2.0 0.083 4.1500 2.61 0.99 3.5120 0.1463 0.1649 6.17 0.97 1.00 0.25 0.00 - 206 3B 12.0 0.37 0.50 0.185 0.74 0.00 0.74 0.094 0.020 2.0 0.083 4.1500 3.91 0.96 3.5120 0.1463 0.1605 9.85 1.22 1.00 0.74 0.00 - 208 3B 6.0 0.39 0.40 0.156 0.62 0.00 0.62 0.010 0.020 2.0 0.083 4.1500 5.59 0.85 3.5120 0.1463 0.1444 4.99 1.20 1.00 0.62 0.00 - 210 3B 4.0 0.10 0.63 0.063 0.25 0.00 0.25 0.010 0.020 2.0 0.083 4.1500 3.98 0.96 3.5120 0.1463 0.1605 3.20 1.25 1.00 0.25 0.00 - 212 3B 10.0 0.30 0.50 0.150 0.60 0.00 0.60 0.044 0.020 2.0 0.083 4.1500 4.17 0.96 3.5120 0.1463 0.1605 7.19 1.39 1.00 0.60 0.00 - 218 STR 3B 6.0 0.16 0.80 0.128 0.51 0.00 0.51 0.020 0.020 2.0 0.083 4.1500 4.56 0.78 3.5120 0.1463 0.1341 5.91 1.02 1.00 0.51 0.00 - 222 3B 8.0 0.10 0.80 0.080 0.32 0.00 0.32 0.110 0.020 2.0 0.083 4.1500 2.77 0.99 3.5120 0.1463 0.1649 7.15 1.12 1.00 0.32 0.00 - 224 3B 10.0 0.25 0.40 0.100 0.40 0.00 0.40 0.110 0.020 2.0 0.083 4.1500 3.02 0.99 3.5120 0.1463 0.1649 7.85 1.27 1.00 0.40 0.00 - 226 3B 4.0 0.04 0.80 0.032 0.13 0.00 0.13 0.030 0.020 2.0 0.083 4.1500 2.51 0.99 3.5120 0.1463 0.1649 3.29 1.21 1.00 0.13 0.00 - 228 36 8.0 0.27 0.46 0.124 0.50 0.00 0.50 0.006 0.020 2.0 0.083 4.1500 5.65 0.69 3.5120 0.1463 0.1210 4.33 1.85 1.00 0.50 0.00 - 230 3B 8.0 0.13 0.80 0.104 0.42 0.00 0.42 0.006 0.020 2.0 0.083 4.1500 5.28 0.75 3.5120 0.1463 0.1298 3.85 2.08 1.00 0.42 0.00 - 232 36 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.087 0.020 2.0 0.083 4.1500 3.38 0.98 3.5120 0.1463 0.1634 7.93 1.01 1.00 0.48 0.00 - 232B 3B 10.0 0.35 0.46 0.161 0.64 0.00 0.64 0.087 0.020 2.0 0.083 4.1500 3.77 0.97 3.5120 0.1463 0.1619 9.02 1.11 1.00 0.64 0.00 - 234 3B 6.0 0.06 0.80 0.048 0.19 0.00 0.19 0.037 0.020 2.0 0.083 4.1500 2.81 0.99 3.5120 0.1463 0.1649 4.16 1.44 1.00 0.19 0.00 - 236 3B 8.0 0.28 0.45 0.126 0.50 0.00 0.50 0.050 0.020 2.0 0.083 4.1500 3.81 0.96 3.5120 0.1463 0.1605 6.94 1.15 1.00 0.50 0.00 - 242 3B 10.0 0.23 0.68 0.156 0.63 0.00 0.63 0.052 0.020 2.0 0.083 4.1500 4.11 0.92 3.5120 0.1463 0.1546 7.86 1.27 1.00 0.63 0.00 - 244 38 8.0 0.14 0.63 0.088 0.35 0.00 0.35 0.052 0.020 2.0 0.083 4.1500 3.31 0.96 3.5120 0.1463 0.1605 6.04 1.32 1.00 0.35 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 J N O C p W � N � t U 3 X O W O C U N C °u O 0 � � u o � o 0 3 u 3 � � °? o � a y w c C O L p E a > U �U' w rn � ¢ ti O C7 F � in � J ui (7 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c o v u a c r t 'm � � O t F W o o F K left 0.09 0.58 0.052 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.71 0.71 right 0.10 0.58 0.058 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.94 0.70 216 3C 6.0 combined flow 0.4 0.07 0.161 3.68 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N r0 2 N M p C C v � a � m U - u � � � ; m m rn a � � F o m g � rn x ti P 3 t. � `m $ 0 10 E m p Q W d > v a H � left 0.09 0.58 0.052 0.34 0.03 0.37 0.0010 0.0200 2.0 0.0200 1.0000 6.85 0.63 right 0.10 0.58 0.058 0.38 0.03 0.41 0.0010 0.0200 2.0 0.0200 1.0000 7.12 0.62 216 3C 6.0 combined flow 0.8 0.11 0.234 5.37 STRUCTURE DRA Landscape Notes k �+ TREE CANOPY CALCULATIONS: CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN / / IMP 61A- TOTAL SITE AREA (PHASE IV) 4.5oAC I I I OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS k k 0 LORIE WIERENGA SHl DWELLING UNITS 22 RESIDENTIAL UNITS OF CONSTRUCTION. / / Rw L PARCEL A PROPOSED DENSITY 22 DWELLING UNITS 14.5o AC= 4.89 DUA / '„ DOUBLE STRAND#12 GAUGE WIRE NOTE: DENSITY OF io DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM WITH RUBBER HOSE &TURNBUCKLES Q 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO a ZONING.' R-4 OF 2o%TREE CANOPY y' MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION � SE' SFD UNIT 2"x2"HARDWOOD STAKE EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY \ 2831-503 \\ 1 �/ CUT& REMOVE BURLAP FROM TOP CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS / / / TOTAL SITE AREA 294,170 SF(4.5o AC) \ 1/3 OF BALL AS SHOWN AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ k �D - 603 (P OPEN SPACE AREAW -40,462SF(o.g29AC) \ 1 w Q OPEN SPACE AREA'B' - 3,693 SF (o.o85 AC) \ SCARIFY SUBSOIL TO 4" MIN. DEPTH 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY \ r/ OPEN SPACEAREA'C'-2,439SF(o.o56AC) -_ CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES 2,744 �- MULCH SAUCER SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE OPEN SPACE AREA'D' -44,832 S (o.o63 AC } w\k Q Q 144,83z SF (3.367Aq FINISHED GRADE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR w \ , �\\ TO WORK. q / , / TREES UP TO 4" CAL. SHALL BE STAKED. �NF Q TOTAL TREE CANOPY REQUIRED 20%x144,832SF=28,966SF 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 \\} GUYED WITH 3 EQUALLY SPACED PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE \ \, �\ TREE CANOPY PRESERVED =z,013 SF TWISTED,#12 GAUGE WIRE WITH HOSE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE \ w k TREE CANOPY PROPOSED ON SITE =27,1 SF HT. TREE AND TURNBUCKLES. LOOP HOSE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT TRACT -HOE. CONTRACTOR TO 99 _ AS SHOWN, WIRES WITH / \ \ TOTAL CANOPY PROVIDED = zg,21z SF =III=III - I- AROUND TRUNK, FLAG WIRES WITH DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO \ w + III _ it COURVEY TAPE. REFER TO SPECS COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. \w \{ Planting Notes IIIIIII _II FOR ADDITIONAL INFORMATION. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE • \ w f \ �k 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT TI III III= 1=III=III IIIII AMENDED SOIL MIX SAME SOURCE (PER SPECIES). \ OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN III III COMPACTED SUBGRADE 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR w 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 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 \ w\ 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 2J636'F / w \ pNpgRk� ¢ 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL S�Ig \ w\ °BUcp �RgNFF LOCH/y01 r° Q BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND DENSE TREES \� �AOM /�� STF -.� ki Evergreen Tree Planting Detail ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. \ ? \�Nrgti Opkl) N \ Not To Scale 't'Fo �� S/ LAN ANTS ND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES \\YDil OVV BE MAINTAINED I REA ETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. w w \OT-\ PRESERVE SIGHT LIN AND CCOMMODATE PEDESTRIANS. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. ^I \ Q -"\ /,' \ \ GRAPHIC County of Albemarle --"- \ ® \ w\ \ 30 0 15 30 Comematlon Plan Cheektht- To be placed on Landscape Plans _ _ -' \ V Iflardbook,ppM-284-111-297 for complete. specifications) --� ° I '- 3 QR I. The mnowmnlmma anon he aeown on me oleo: TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND U A� No. 10/15/21 `r'SI0NAL 35791 !y4 TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX z z O LU LU z f f F O O O CUT AND REMOVE BURLAP FROM TOP /w a in U U 1/3 OF BALL AS SHOWN VJ 0-1 7 u�) 2:z z SCARIFY SUBSOIL TO 4" MIN. DEPTH ` LU ED V O U O U COMPACTED SUBGRADE O ZO Q w w �"♦ a a LU Z LU LU U71 <n W "-ALE 60 120 9 Treestobesaved; _ , I x W\ 'Oq� ( IN FEET ) ® Limns of clearing (Dots de dnpene of trees to be saved) _ ', 10 ro, /C \ 23 Law and type orpmt hre Bong, 3 DEC%C �' -y. \\ �FFp 1 inch = 30 1L ® a p dtmehequirirg treengn yowa119; I / ��' l w Og 9 O � Proposed trenclLng or tmmeling beyond thelimits ofcleming. � I IMP 61A0-06-1A-00300 Rwa [ DECK \\¢ TO �'� 4 QR 2 HENRY C CHAIKLIN & 4 AR r o AT vees m be saved shall be maacd with pant orribbon at a beigm cleady visible m equipment operators. 1 I KATHERINE LOUISE PECK 0 Np\ o gryding Hall b R untl the tree marking nm been inspected end approved by a County Impactor. I, I ZONING R-4 RWA/ �/ �� ' `� 2 BN 3 Pre(]a Irectin. C l eace I USE. SFD UNIT ti / ILI TraepreservaeonandproteChonmemwas shall berevieweawiththacontractor onsite. 1 - PROPOSED ROW DEDICATION AREA I D.B. 4794, PG. _ / G' % / ' LU \ w 4. Eaulomeld Operation and Storage, _---- / / - - � El Heavy a{uipmarr vehicular traffic and storage ofeonstruceon materials including and shall not be petalled within the driplines trusts 11 I ---- \'7 to be saved S. San Eroaanaad3tarmwamrDetentim.Deckea: _-t'� / LOT22 i / / \I "" \ 3) EXISTING STREET Q Suchdevicesshallnotadverselyafmh'Wsmbesaved. TREES(MAPLES)TO / 6. FieFireawenotpam;tredwathmlooreetormeanpreortrWambera�ea. 1 I IMP 61AO-01-IA-00400 / / .'/,� �.`.,\ // FLti ,.< \ w• REMAIN ]. Test, Mater®la, I MICHAEL CORBETT---y /p /�'� \\ 8 AR ® To amaea9 alnotneammwmmlooreetorn a;pneonW9obe9a.d 1 I MICHELLE CORBE7T ` / LOT21 0 S. Protective m rePenen: I I ZONING: R-4 '\ - , i Tremmber&aineawitmn4oreetofapropo9eabmlmngorg<amngaaav;ry9naubeprofeafmbyrmamg _ _ ^ / / / i ® / \ PROPOSED 6' PLANTING STRIP TO BE I USE. SFD UNIT _ / r \ - o FWtrngshallbemp]acemldshallbeirlsps[aiandappmvoibyaComrrylrvspxWrpdortoPading Wmh,rahon � I __ INCREASED TO 14.5' IN THIS LOCATION ° D.B. 4854, �C 66- \ 9. rreeweDa: 1 I _ � _ S 85°49 56" $ ' � . �' / i ' � .au 2 ' ` o' � TO ALLOW FOR THE (3) EXISTING Q aubmtiegtvd foo dl ei utbereiWe thntnedripweofaheetabesaved,ateewellsnaubapmvidedmdaWrartruhmdefail 1 I al,__ - ---- I z 50.48, E 6p.5 ;L� / / C� i/ \\`\ \� S/Gh,T STREET TREES TO REMAIN \'` LANDSCAPING / / w,/ a LOT20 L SAP S �2C O/ \ 10. Tree Walls: / ®wnenthegromalevelmmtbemWmawtmnmaaripmeatrWmbe9ma.aheeWal9naubaposeanaaeommmnanamu _-- ___ o `• w W.. ACCESSAND-_ 4 `QJSI y746 w\ submitted for approval. "- 1 I _ �? ` MAINTENANCE LOT 19\ 11. Trenchant, and Tunnelma: 1 4 o 0 en EASEMENT ,Q-=Q I/ EA$ ENT... whtrenening is requir�witlwl the emit of clewing it shell be done m far away from the trmks ofines m pomble. Twm for, J• - ` , undxalwgetree Shallbe Wnsrdae3m en elfamehve When ll r3 wdicipemdfrmt necesswy trencmng wdl destroy fcederrWLs. � I � \ % `l � W `� _ IMP 61A0 06-1A-00500 x. W W LOB 18 / \ \ 8 BN 12. Cleanu . I / \ // ff/ ® FM +1eNve fencing Snell to the fart items removed dlvirlg the firml cleanup. 11 I I HOLLY NELSON DAVIS�\y ,.W` �y� yW \WW `yWam W Cq� 13. 11-redrrenaZONINGR-4 w \\w . \ 3•/ \ 0 B.,a d tram shall be tmaW immediately by pmmng, rwtemtim W oNermetnods recommended by atrea specialist 1 USE.' SFD UNIT ry i /r - \ / . �� W / W r• i i / / , NO rE: IT IST EDEVELOPER'3 RESPONSIBILITY TO CONFER WITH THE CONTRACTORON TREE CONSERVATION I I D.B. 4737, PG581 / -�- REQUIREMENTS. / ��. �• I F�L ' �LOT16;f 10/11/20 1 1 -__- -__- j' �� �' W%i\ 1 \�,�� LO�l.,{ OWNER SIG ATU CRATE) 1 I -"-'-- LOTZ / / I l \��. \\\ �� \ \ I�BN / F�K /.. 'y / �a11 ' 1 M /' LANDSCAPING QF / LOT 11 6 PLANTING STRIP / / { / C( CONTRACT PURCHASER SIGNATURE (DATE) I l l j l•\ r / r\. f s/V9s Page Ion II / / � / ACCESS AND / �/� \, �D /T 'p G�/F - / / LCjT 13 6 LOT2 / MAINTENANCE EASEMENT 'Foe\ / / OFF / i'------ M IMP 61A0-06-1A-00600 y W y W W W W y W �• DENSE FREES VAN DER tOORT, 7HOMAS L JR -- --- - - -y / - - ----- / , LOT 3 j/ P IS. THE 0�� OR ✓OAN L HORN h l / '--- , i / q y. 1 /' o /' W W . ZONING: R-4 i 7 / FCk 6' PLANTING STRIP I _ USE: SFD UNIT l / `'• y ,_ t W W 4 �< yi D.B. 4619, PG.485 10 I ------ -- -__ l / � / / h LANDSCAPING ACCESS XN6 ��/ III II ® BENCH MARK MAINTFN/GE LOT4 EASEMENT IRON ROD14 < 3 ELEV.-396.24' " HIl 1 AR //i / i IL' PROPOSED STR -POBEI�MANTA N, - aT_ / ,� / .. LOTS.... /,//' N ----------- - . _\ TREES (TYPI ----- - --- _. LANDXf P1�N,G- 9 QR _ ----------------- A- lICCESS �� / \\ I N��N ��•�� t�� MAINTENANCE 11'J , ,� STAN v' W W \� \•� / \� i' / g, P o SIGHT R1 W W W W W W \\ \ l I ? I /� � I � G• '• y /EASEMENT W Wv LOT 6 LOT 11 y \ STkEET"TREE"S V] a o I // ATYPICAL)* 21 / I ° ®!yam\ ./. / o ,a � W W W W W W W W W 6' $LANTING.ISTRIR "p \\ m m �_'.. -, \/ / '\\ -. -' I\ I W r• I 1 I l \ \ \ I / X / Q W W W W W W W W W W W W W •Y W \ •Y W \\ !' \ \ • /' / ` 10 AR ���{ 6QRW W W\\ W W \\\ Alv✓SCAPING W W W .h\ W •Y \\W t\ \ \t ii CCE$$ AND MAINTENANCE \ IW •/ / W W W W •Y W W W W W W •Y W W W W W W W\ `F EASEMENTI I 22 / / W .(. W W W W W W W W W W W •Y W W W W W `W `\\ \ 4\ ` / �.( '1 .N . I' I LOT10 11 \\\\ // /3/ •/ W W W W W W W W W W W W W W W W W W \W W \\ \ I I w I W I 1 I�. 1 I I r�Z \ , 3 ..L / / N '.y Y, W W W W •Y W W W W W W W W W W W W \`\W W`\ r" \ a\ ;�/ \ LOT7 \ 23 \ / .,J._' W +P // W W W W W W W W W W W W W W \\\W w\ \ BAR ^ LOCHL YN HILL /• v \rI -- ------------- PARK - - CURRENTLY -- 24 P-$EI IP n \/ 7 / UNDER CONSTRUCTION 1 \' / / •Y +b W J, W W W W W W W WY W W ✓r W W W W W\\ W •Y/C! \ i/ / ...III III W o I m WI 11 1'1 LANDSCAPING 'I • I ( II Y' J' I 11 ACCESS AND 11 PLANT LIST �v I l LOT9 MAINITENANCEI I I I i a, ', 1 I l T I 25 W W W W W W W W W W W W W\ W '\ EA N II / ` SYMBOL BOTANICALNAME COMMON NAME SIZE CANOPY STREET TREE QUANTITY TOTAL CANOPY y • R, LOTS I I h w I,i y I L W W W W W W W W W W W W \ CANOPY TREES ` I 1 / W m W W W W W W m W W ✓/ W W � I l' I 1 4 1 -1 �/ ■ .I. �V �r �a Slow ������ p G47: I aa` 7�I I •_ -41' MAPLE (YELLOW) ®-�• -- w��� ,--1 N rq In N CD .•1 �501 USE' UF ti (y) c) ® CY) � z Q 0) O N Q � z o, _wj J J ® U) LL O .o w F_ LU > z F_ O w _m t 3 U Q E T w U 0 S C L) J z Uj E U z ° ` D " z U' J z w W Z Z w U Z W LLJ O U)� Z � HJ J J U o F a JF_ 0 a Nw N 0 < U V L TMP O CITY OF CH Up ° PARCEL A (V PUBLIC LU w DB 507-4 0 fg�U = D 0 d n JOB NO. 112062 0 N ° SCALE 111=30' 'Q m 0 SHEET NO. a 16 0 m m H Page 614-52 April 2015 Typical Traffic Control Lane Closure on a Tn•o-Zane Roadlrar Using Flaggers (Figure TTC-23.1) NOTES Guidance: 1. Sign spacing distance should be 35W-500' where the posted speed limit is 45 mph or less, and 50W-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsight from the graphic flogger symbol sign to the flagger. QR!Lon 3. Where Ri of-Waofgeometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing Traffic (see Table 6H-3 on Page 6H-5). 5. An flaggers shall be state certified and have their certification card in their possession when performing flagging dudes (see Section 6E.01. Qualifications for Flaggers). 6. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity. amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. option 8. A supplemental flagger may be reauired in this area to give advance warring of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9 If the queue of trafjPc reaches the BE PREPARED TO STOP 013-4) sign then the signs, and portable twtnpormy rumble strips (PTRS)t, should be readjusted at greater distances. 10_ )fhen a higim(n-rail n'ossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary raft control _one should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56for additional information on highwa)-rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). ion: 12. Cones may be eliminated when using_., pilot vehicle operation or when the total roadway width is 20 feet or less- 14. When approved for use, three portable temporan- rumble (PTRS) snips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W-34) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the I oadw-a)-. When the PTRS are installed, the RUXIBLE STRI74 AHEAD (W20-3-26) sign shall also be utilized. 11 Posted Speed I 0-35mph36 - 55 n h 11 PTRS Spacing (Center to Center) 1 5 Feet 1 8 Feet t 611-52 April 2015 Typical Traffic Control Lane Closure art a Two -Lane Roadn•ai Laing Flaggers (Figure TTC-23.1) NOTES dance. L Sign spacing distance should be 350 =500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work :one to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H 3. Crmeralh speaking motorists should have a clear line of sightfrom the graphic flagger 53mbol sign to the flogger ion: 3. R'here Rig ttof Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs maybe used udard: 4. Flagging stations shall be located far enough in advance of the works ace to permit approaching n-affic to reduce speed and/or stop before passing the wet k space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 5, All flaggers shall be state certified and have their certification card in their possession when performing flagging dunes (see Section 6E.01. Qualifications for Flaggers). 6. Cone spacing shafl be based on the posted speed and the values in Table 6H4 on Page 6H-6.1 7. A shadow vehicle with at least one high intensity amber rotating, flashing, ors oscillating light shall be parked 80'-120' in advance of the first work crew. ion: 8 A supplemental flag= may be required in this area to give advance warring of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. dance: 9. I the queue o traffic reaches the BE PREPARED TO STOP Tf 3-4 sign then the signs, f q f .fl' I ) gn gn , and fused At portabb laltporwy rlanble strips (P2RS)r, should be readjusted at greater distances. 10. Ib7ien a highway -rail crossing exists wirhm or upstream of the transition area and it is anticipated that queues resulting from the lane closure might emend through the higinvu)-rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure T.TC-56 for additional mformation on highwm�ratl crossings). udard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). 104. 12 Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straieht roadways where the flagger is visible to road users approaching from both directions- a single flagger. positioned to be visible to road users approaching from both directions. ni<Tv be used (see Chapter 6E). udard:) 14. When approved for use, three portable temporary tumble (PTRS) snips shall be installed across the entire navel lane adjacent to the BE PREPARED TO STOP (113-4) sign. The portable temporary rumble snips shall be monitored and adjusted as necessary dining the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RT--NIBLE STRIPS AHEAD (W 20-N'26) sign shall also be utilized. Posted Speed I 0-35mphb- iur vh PTRS S acin Center to Cente!2 1 5 Feet I S Feet ApB2015 Pap 6H-103 Road Closure Operation with a Detour (Figure T117(748.1) BARRIER DELINEATORS IRFLS \ 6 BARRIER PANELS \ / SEE NOTE 12 TEMPORARY BARRIE0. - \ R11 2 Rena SEE NOTE 11 \I crosm CLo3m ® ® / ® ® > �U Mini spay � o TYPE B *W20-3 m WARNING LIGHT No 6 ®Z�-W2� "ROAD CLOSED ¢ R11-aa .taco RlN44pL � : LOCAL TRAFFIC wu . Man WO ♦ ONLY" BARRIER ® WN \i �_ �(R11-3a) v J/ April 2015 SEE M4.6NOTE2 FRZR 7 6F M3-2 -.OR El SEE t 1 NOTE 6 M4-9L .' M61 SE SEE NOTES 3 & 4 . plg NOTE2 SEE ® NOTE 1I6p i�� ORE50] M1-4 Z M4-V3L' ®IMti-1L 09 SEE NOTE 2 DMILIN 1"J202 C1310N 33S T AIaAD e6->N as I 1: Re, mwn 1 - 411 2011 rI Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TIC-23.1) G20-2 (V) z 500 Jo 0 NOI LViS 6300`0 1.i r� / O 50'-100' 0 0 �- SEE NOTE 4 + 009 'PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) - 1 Ren:iool-41L•2015 ❑ GRAPHIC SCALE 50 0 25 50 1BB_ 200 ( IN FEET / 1 inch = 50 A/ 16 A / 7 CKEr ARK - 1 / R L F/ Apri12U15 Table 611-2, Taper Length (L) Yale 6H-5 Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks <- 25 95 105 115 125 L= S'W/60 30 135 150 165 180 " 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 540 L=SW 50 450 500 550 600 " 55 1 495 1 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 " 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with'/L being the minimum. Table 614-3, Length of the Longitudinal Buffer Space' Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 165' 30 200 - 210 35 250 - 260 40 305 - 325' 45 360 - 380 50 425 - 445 55 500 - 530' 60 570 - 000' 65 645 - 675 70 730 - 760 --- I I IRF 1: Revision 1-4/1/2015 2 I aR ma ly �RucR W,OFTAST \ - `�h� e __---- I \tar mR �Ns a R \\T Page6H-53 I 10 I r IRF 1 - r I \ ----_- I z 3 7EE LOT22 i ; , \ M I 4 'I � � � / ,1 -__- • - ,/ LOT21 If f05.13'A a z pT20 Eiyrf'A 60, o=e o roP CO`r6 r� I V --. MAC �,E . W . . . W `I 2 _ iw " 41cy Eg9'.ii " W LOT19 f� \ leIQ I IRF / r LOT \ I "ROAD CLOSED" - W ` W \ .O - - / W W 0• r \ RF / I i / S 3• _ BARRIER R11-2 �% -% i ' \ zg, /LOT1¢,LOT15 , PROPOSED R1W ( ) I LOT 1 / / I 4 ,,,, / / �. j - DEDICATIONAREA _ 13 i f i / \\ 8, �[or \ lo.ossacREsl 80'-120' I i �j LOT2 a°'i , / �^ oRi�L//Fq 2z. / LOT13 .'• r - I 6 / / , � / / / , 4"gTFf//FY / 1OP,ENSPAC,ECW, u„��SFM� �" ^ e9' 0.056ACRES, IRF l _ _ (L0T3 lhF Nr / . /. SHADOW VEHICLE ___-_--- I rd' r" �/i ____ eqo l +is' fn REQUIRED SEE NOTE _ 1 \ . so ,og 14 �`"a.•:. / n Lora / s• / ' / \ / FLAGGER STATION v� I LOCHLYNHILL DRIVE LOT12 SEE NOTE 2 LOTS / I _ -- _ 1r _ ) o R - ` /i // : /, I 114 - W20-7 NOTE t 19 m SEE / VON s vyt / I NOTE 1 BE _ 1fi. Pt" : ; W .. " . W . W . W ... W �� `` PREPARED W34 \ oe,. see TO stop SEE NOTE 9 ; h \,<' , / ; / SINGLE LANE CLOSURE ALONG \ N Lar11 I NOTE 1 mlalnc ' w2o-Yzn i / �l \`-�, 21 " . f SEE ANC SEE NOTE 14 // �/ _� " ': ir,,�� y, SUTHERLAND STREET REQUIRED \ ;, ' , ;tig ' - = _- - -- I I - - _ _. NOTE 1 \ rr .. II 7 )� ` �� -/ . - OPENSPACED, VJ2Q4 / /r, END ROADS WORK S FOR MILLING & OVERLAY WHERE a.o63ACRE5 wi NOSEETE 1 / / 22 �/ , \ s - w20-1 / 1 SIGN G20-2 THE PROPOSED ROAD CONNECTS LOTT `� i• . A `°T'° 111 j .F t 23 ' Y ( ) 1 W ---- -- -L zs Ic I l / LOCHLYN HILL INTO EXISTING PAVEMENT - -__ / 24 r PARK -CURRENTLY --'"- NDERCONSTRUCTI"ROAD CLOSED" � I „ 25 . • . .. • ROAD CLOSED" a torn BARRIER (R11-2) II / / ... _• .LL I Y A, / - A _ BARRIER (R11 2 S 8643'33° W 623.}6' s 3 d 62.26' _ N8 -E223.19' "g COMMON AREA W20-7 W20-7 OPEN SPACE 2 - - - _ _ : ,.. •. ...,. 5t)THERLAND STREET n - SIGN SIGN " v __ BE PREPARED TO S3'R W _ - g4� E PREPARED TO W20 STOP" SIGN (W3-4) 7 28 20 i " SIGN (W3-4) SIGN STOP�4 21 PROPOSE 29 i 12P if SHOULDER CLOSED RIGHT SHOULDER CLOSED 30 13 j " - � AHEAD" SIGN (W21-5bR) --- 135 1 AHEAD SIGN W21 5bR) --- , \° ------ I II I 31 if 134 ONE LANE ROAD AHEAD - - _32 I --- - - - - - - - - - - - - SIGN (W20-4) -- "ONE LANEROAD AHEAD" - I -- -- SIGN (W20-4) _ RO -- 89RKz 90 - - AD WORKA It ROAD HEAD" - 74 SIGN (W20-1) - _ - - $' 33 \ 88 I - - - I SIGN (W20-1) No. 35791 10/15/21c�4 k IONAL - Z Z w w ZO f f ZO f f a O O (w u) U U VJ 4 Z LU m O O U U O o a W in E a a Z w w w 13� to to N rn N CD 2 Nt M � z Q � o W N IO z N Q W a % o U` J I.-, zw LL eLAxvr z ° MW RO E IEY.- \\ / `^ 1-4- L ° a w C o L9 ~ L- O w O s 3 z J w Q Q U ° W= U � z Q 1 J z� Y J I� o w� z w = a E Ul 1� C 0 az z (n J Zz w w 2 z w U w 01_ LLJ O N Z � JJ o J U) o F_ W a Wa 0 N x U \ o ° O N \ LU I H w ° E U a JOB NO. 112062 0 \ S ' m m ° SCALE 1 "=50' ° m 0 SHEET NO. a 17 m