Loading...
HomeMy WebLinkAboutSUB202000133 Plan - Other (not approved) 2022-03-01GENERAL 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 MEADO WCREEK TOO LLC 230 CHESTNUT OAK LANE CHARLOTTESOLLE, VA 22903 DEVELOPER: MILESTONE PARTNERS 300 2ND STREET, NE CHARLOTTESOLLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESOLLE, VA 22902 (434)293-3719 TAX MAP NO. & AREAS: IMP 61A-6: 0.201 ACRES IMP 61A-10: 0.201 ACRES IMP 61A-3B: 0.852 ACRES IMP 61A-7.• 0.201 ACRES IMP 61A-11: 0.258 ACRES IMP 61A-3A: 1.149 ACRES IMP 61A-8.• 0.201 ACRES IMP 61A-12: 0.201 ACRES IMP 61A-3: 0.781 ACRES IMP 61A-9: 0.201 ACRES IMP 61A-13: 0.206 ACRES OPEN SPACE LEASED FROM IMP 61A-4: 0.049 ACRES TOTAL ACREAGE: 4.501 ACRES ZONING: R-4 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT (STEEP SLOPE OVERLAY) PROPOSED USE. RESIDENTAL DEVELOPMENT - TOTAL 22 RESIDENTIAL UNITS INCLUDING (2) AFFORDABLE UNITS. (14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLEX(2 UNITS). NOTE: THE EXISTING USE IS (11) R-4 SINGLE FAMILY DETACHED LOTS. EACH OF THE (11) LOTS CONTAINED AN EXIS77NG SINGLE FAMILY HOUSE. DENSITY.- ALLOWABLE BY -RIGHT DENSITY. 4 DU/AC PROPOSED DENSITY: 4.501 ACRES x 4 UNITS / ACRE = 18 UNITS ALLOWED BONUS DENSITY: AFFORDABLE HOUSING (UP TO 307 INCREASE) (2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT 18 UNITS BY -RIGHT + (2) AFFORDABLE UNITS + (2) ADDITIONAL MARKET RATE UNITS = 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.501 ACRES = 4.89 DUA NOTE: TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 227 DENSITY INCREASE OPEN SPACE: TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 259) = 1.125 AC TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.27) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIARON, 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 (EASEMENT) TOTAL OPEN SPACE = 51,315 SF = 1.178 AC PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. DEVELOPMENT OF THESE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ZONING ORDINANCE FOR MANAGED AND PRESERVED SLOPES. BUILDING HEIGHTS: MAXIMUM ALLOWABLE BUILDING HEIGHT IS 35' FOR R-4 ZONING. BUILDINGS WILL NOT EXCEED 30 FEET. SETBACKS: FRONT- 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND 25' MAXIMUM SIDE: 5' - MIN. 10' BUILDING SEPARAT70N REAR: 20' MINIMUM COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD SETBACK, PROVIDED THAT THE NO SUCH FEATURE IS LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. SUBDIVSION STREETS: CURB & GUTTER WATERSHED: MEADOW CREEK WATERSHED. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY.- TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, NOVEMBER 2018. THE BOUNDARY LINE 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 EXISTING LOTS. THERE ARE SOME MATURE HARDWOOD TREES ON THE LOTS AND ALONG THE EXISTING PEN PARK LANE. LIGHTING: NO LIGHTING IS PROPOSED PARKING: (14) SFD & (8) SFA ATTACHED UNITS = 44 OFF-STREET PARKING SPACES REQUIRED MINIMUM (2) OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES TOTAL PARKING PROVIDED: 44 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS FOR THE (8) SFA UNITS = 2 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 30 SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES: PARCELS 1-22 EACH CONTAIN A BUILDING SITE THAT COMPLIES WI7H THE REQUIREMENTS OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN BURIAL SI7ES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF OF THE PROJECT STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPER77ES OR WITHIN 7HE LIMITS OF THIS PROJECT AREA. FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32.7.9 OF THE COUNTY CODE. A LANDSCAPING PLAN IS PROVIDED WITH THIS FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: A PARK IS BEING CONSTRUCTED WITHIN THE 0.929 ACRES OF OPEN SPACE (A) AND THE ADJACENT OPEN SPACE FROM THE PHASE I DEVELOPMENT. THE PARK AREA MEETS THE RECREATIONAL REQUIREMENTS AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS BEING PROVIDED: TOTAL AMOUNT OF RECREATONAL AREA REQUIRED: 22 UNITS x 200 SF/UNIT = 4,400 SF TOTAL AMOUNT OF RECREA7ONAL AREA PROVIDED: 40,486 SF OPEN SPACE: OPEN SPACE AREA (AREAS B, C, D, & E): 10,829 SF (0.249 AC) - 21.19 RECREATION AREA OPEN SPACE: 40,486 SF (0.929 AC) - 78.9% TOTAL OPEN SPACE: 51,315 SF (1.178 AC) ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO THE HOA WITH THE RECORDAT7ON OF THE FINAL SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA. NOTE. 09 OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR PRESERVED SLOPES, OR STORMWATER MANAGEMENT AREA. 285 SF OF THE TOTAL 49,832 SF OF OPEN SPACE IS LOCATED WITH MANAGED SLOPES. OFFSTTE EA SEMEN I..• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. WATER FLOW CALCS: MAX HR 0=11.4*88" 0.544 = 130 GPM (13O<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 rccx I 7 LOT22 L \ \ 4 \ �� LOT21 58519'Sg'E tl �143 E �__ S0.18• .. • • \ Lorza 0, \ NU15'4 zau' .r7749247E \ L LOT19 L`�F 5 N Il'ISYO'W •.J1w4d'. \ < J• • \ zoo' LOT18 LOTIS LOTZ / �l ll� \• . �1\ - , LOCHLYNHILL PARK -CURRENTLY COMMON AREA OPEN SPACE 2 tors . / I -� -__ r . a r r . r . r r . r r _ r v' LOT6 � LOTll f i W r r a r r r d CLpd® r r r a r r a a a LOr10 r a r r a a a r a r r . a . r r a > Y`� r r a a r r r r a r r r r y s r r r r a a r - •I 079 t �r y r r r r a r r y r a y r - r r r r a a r r r a a r r a r rr LOTS 1, i rwrr•rrar I L L 4.. ♦ a r r 1 o r.a as Wr ar ra aaar ra ra ar ra.r ar aS SW33?W 623.tb - r r a a r r a r r r r r 400 _ . _ ` 1 - -- - -- - y aaasr _ _ _ _ _ -- - -- - _ _ _ _ , �E,�jp, 016-3811 _ i 39 38k ' 126 125 124 1 123 122 121 11 120 127 380 izn SHEET LAYOUT SCALE: 1" = 60' NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED SANITARY AND WATER EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPERTY IS LOCATED WITHIN A FEDERAL DAM INUNDATION ZONE, AS SHOWN ON SHEET 3. GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. DEVELOPMENT AREAS: LOT AREA = 2.466 AC (54.77) OPEN SPACE = 1.177 AC (26.27) RIGHT-OF-WAY = 0.859 AC (19.17) IMPERVIOUS AREAS: BUILDINGS = 40,800 SF (0.94 AC) DRIVEWAYS = 11,000 SF (0.25 AC) SIDEWALKS = 7,250 SF (0.17 AC) ROADS = 44,300 SF (1.02 AC) PAVED PARKING AND CIRCULATION AREA = N/A q I N 8659'3't JAM' VILLAGE 0 SQUARE" TOyNF �PERDPARK (N NORTH 768 c? o pFN pqR "PEN PARK" �oF� IN COON CITY 1 Fo NICHOLSON ST. SITE VICINITY MAP 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 Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH _... .... EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN zoo EXIS77NG CONTOUR PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON TBC DEN07ES TOP/BACK OF CURB T/B DEN07ES TOP OF BOX APPROVAL: AGENT FOR THE BOARD OF SUPERVISORS DATE: SCOTT/R. CbL] No. 35791 02/08/22 H F F z z z w w w z 2: X f o z 2: x 2: a 0 o 0 0 Z z Ln U U U Oz o H Ln a LU LU LU w w w H > > > o N .�-I N \CN\ M N \ N O L9A� 1 M M N M N O W N W > zLLI J LLJ L O zQ WC) LLI Ul Y z`� LU w J L I^_ J~ w 0 V U0 N b LU 0 a a ILL] LU O 112062 SCALE AS NOTED SHEET NO 1 0 z °J w 'z a� 0 C U N w 0 U N m o 0 �j,TH OFF SCOTT R. LLINSZ L� No. 35791 02/08/22 IONAL z z z w w w Oz a 0 0 0 0 ,w 17 U U U V, K Z�z�z w � � � Oz o 0 0 o a H a a a wz o 0 0 Of Of Of ui /ce O N N N N N 00 n N O N O ti M Z "' N M d' Q N J O � W N Q W > a J Q z _ J z_ w > cn H Lu _ Z W U J J ' J LLJ � z ul z Z(� J_ O � w U J� J~ w 0Y 0 u� w w d W JOB NO. 112062 SCALE AS NOTED SHEET NO. 2 NORTH ` LEGEND: TMP =TAX MAP AND PARCEL ® = INGRESS AND EGRESS EASEMENT PARCEL IDENTIFIER &TITLE SOURCE: \\ RfW D,B, =RIGHT OF WAY (HEREBY VACATED) TMP 061A0-00-00-00300 O LOCHLYN HILL DEVELOPMENT GROUP, LLC TMP 061A0-00-00-00600 MEADOWCREEK T00, LLC TMP 061A0-00-00-01100 MEADOWCREEK T00, LLC PG. =DEED BOOK SS/E-1 = 20' SANITARY SEWER EASEMENT LOT 1 RESIDUE �D D.B. 3487, PG. 145 lO D.B. 3487, PG. 145 �-- IRF IRF A/E-1 = PAGE D.B. 448, PG. 346, 353 (PLAT) =IRON ROD FOUND SS/E-2 = 20' SANITARY SEWER EASEMENT D.B. 4839, PG. 390, 396 (PLAT) LOT 3 D.B. 439, PG. 48, 49 (PLAT) LOT 8 D.B. 439, PG. 48, 49 (PLAT) S =INGRESS AND EGRESS EASEMENT D.B. 5392, PG. 596, 607 (PLAT) _--�, 62.76, D.B. 659, PG. 387, 390 (PLAT) TMP 061A0-00-00-003A0 \S�7g, A/E-2 =INGRESS AND EGRESS EASEMENT JAMES A. & BARBAWI B. NUNNALLY © SREVISED 390 TMP 061A0-00-00-00700 MEADOWCREEK LLC TMP 061A0-00-00-01200 D.B. 4839, PG. 390, 396 (PLAT) LOT 2 O D.B. - PEN 148E EAST _� + �D - 60J (PLAT) Q / TH 0 G PARK LANE w R RT �f { k NOTES: ✓ b @� \L - �+ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED - - 142 7 a 0 k / ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. SCOTT R. LLINS'_Z 44s.2 / °> \ 4233 F / I 2. TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, FIELD No. 3579E ° ' COLLECTED IN NOVEMBER, 2018. THE BOUNDARY LINE INFORMATION EXISTING 18" DI 1 IS PROVIDED BY KIRK HUGHES & ASSOCIATES. TOPOGRAPHY HAS na 02/08/22 [j// A +\ RWSA WATERLINE / I \ l / _ - BEEN FIELD VERIFIED IN SEPTEMBER 2021. ��ss gGS / 1(\ \ NAL N 1 \ / + EXISTING, ATER \ \ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. tO E � a METER (OFFSITE / \ \ \ ' / `- - - '\ / / THE MANAGED STEEP SLOPES ARE LABELED. ° 44 .3 \ b \� 4234 TO REMAIN) k \ / / \ \ ' 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. HAIGHT MICHAEL ROBERT & ° ?I V / THE WELL SHALL BE REMOVED PROPERLY BY A LICENSED WELL ° I I COLLEEN PATRICIA GILLIS / ° k V A� \ / DRILLER AND WILL REQUIRE PERMITTING BY THE ° I I ZONING: R-4 �� � � ° \ V�1P 488-1 CHARLOTTESVILLEIALBEMARLE HEALTH DEPARTMENT. J USE: SFD UNIT RF C CITY OF CHARLOTTESVILLE D.B. 45119 PG673 - EXI, ING 11 T PARCEL A, PEN PARK 444 _ _ _ _A ' ACS WATERL y TDB 507-427, 432 PLC ° I S�?y \ \ PUBLIC GOLF COURSE Ln Ln cn 1 Ig / ESQ _ c _ � � ' w w w DENSf TREESIs 1 A \ I I / O z TMP 61A0 06 lA 00200 ) METER OF TE - - v ' 0 f 0 445.6 - N( - r O O O INGRESS & EGR SS V A ( _ a u) u u u - EARL CHANDLER PARKER K - I EASEMENT D.B. 59, A - TO REMAIN) y u LINDA MARIE PARKER Z IRF � � _ � � - - - � �' � r ZONING. R-4 / ,R o ul o 0 0 Q /-- EXISTI REELINE \ _ / USE SFD UNIT / - _ u u u C� - , \ 41/ 41s - �? / o <¢ � � � I D.B. 4819, PG739 - EXISTING WATEf2 _ / ; � a a TER TO REMAIN - - > z o 0 0 ES A: &BARBARA B. / �D SERVE LOT ' �' J) J) V) TA. 61A R - ' �� S SWALL Y INGLE FAM. /1 F F4110, y� r TMP 61A-4 479.2 r A R-4 RESIDENTIAL JAMES A. & BARBARA B. �� _ _ _ ���� EXISTING WATER W DB 440-532 DEC' NUNNALLY / 916 �KF METER TO REMAIN SINGLE FAY. RES. , / Fv �BQ,&FST ��� AND SERVE LOT 21� Ce �- - \ IMP 61A0 06 lA 00300 RwahK L LOT / 9 \ I Z 1 HENRY L CHA1! LlN & \ DB 44 54R % / R-4 RESIDENTIAL 7MP 61A-6 sQs �6 �Ty \ KATHERINE LOUISE PECK �> / DB 440-532 ti� MEADOWCREEK T00 LLC \\ �Si ��s h/ Air J J EXISTING WATE ZONING. R-4 RwA�L i LOT 1 vq' SINGLE FAR. RES METER TO REMAIN GRAPHIC SCALE \ 1 USE: SFD UNIT I � - ` � l � ' DB 448-351 PLAT ti R- RESIDENTIAL / iR � � � 418 � AND SERVE LOT 20 D.B. 4794, PC IJI - l { DB 3 -145 EXISTING 30 0 15 30 60 120 - DB 44LOT J AT 1, HYDRANT TOE 1 \ \_ 1 / EXISTING MANAGED RWSAI WATERLINE 1 v o� SLOPES IMP 67A-7 REMAIN _ I/ -1 IC EAN / WUHLLK TOO LLC _� / ( IN FEET ) - dd ®® . , FAY. RES. A EXISTING ATER / inch = 30 ft. TMP 61AO-O6- lA-00400 / - -4 - _NTIAL R METER T REMAIN �-- / 487-14541.8 AND VENT17 EXISTINGWATER N o N I Ml HAE CORBETT - - - MICHELLE CORBETI I / L 4� 11/ METERS TO REMAIN ^ '" DB 448-351 TMP 61� 8 114 ADJUSTMENT: \ NING R-4/ / DOWCREEK TOO LLB - AND SERVE LOTS 15 USE \ D.B.O485F� P�56 UNIT BOUNDARY LINE ��?mt'43 DEdK/ �Z/ SINGLE FAM. RES G ��� R-4 RS1DE L 3 EXISTING TREES - �e�c--. - S 8a 49 56 E \ N �; � R 5Q 48 60.5� / NQ / 348" _ - - TO BE SAVED EXISTING WATER _ _ - - DB 448-351 T 6?' - METER TO REMAIN 12 - N 11 `15'70" W �� EE' \ - -- _I� � � T , \ � �cv/ \ � � / � � � \ AND SERVE LOT 13 23.14' N 88'57'1 7' N 2 4„ E v v/ / ¢Jp Tv ti j 31.48 ? �/ / / �_ 7S, zs N 11`1570 W I� �,_ � i � �v � �-� - � � OWCEFAM. R .�C� � AGSAEXISTING 10" DI WATERLINE i � M 1 TMHOLLY NELSON DAVIS I7.00' RF - v 1 �� / _ �l 1 �� DECK f RESID Tl 2 w \ N ZONING: R-4 po ! N ALL 48745 i EXISTING W TE USE SFD UNIT / cw �� TMP 0 METER TO BE S / �, 04 44�351 �h 4 F RF IRF � D.B. 4737, PG581 x V IJEADOWCRE ABANDONED o M �7NGLE FAY. RES. V a 4 RES D AT N z D 48 EXISTING WELL& // \ �� of J J� REMOVED PUMP 1 � PUMP HOUSE TO BE -\I wEu & � DECK V i DB 448-351 ''� / / a z � N � w RIM MH-405.35' TCP / DECK / ' / / I z N -, / N - v - - IMP 61A0 06-1A-00600 42¢5 Rw / IN IN 8' DIP-400.1; v EXISTING 2" ACSA / DNSE TIES / Q _ V / / INV. I 8 TCP W =398.5 WATER MAIN & / / Q 0 VAN D KOOANT LT HORN L JR N� " O - - \ 'METERS-SERVINGOR - V I OU 8 TCP=398.2' REMOVED / \ TMP 61A-11, 12, � / / % ° ZONING. R 4 / � POWER LINES TO E ��! ' � � ' � AAA � � � � / / _ USE: SFD UNIT A , 73 TO BE _ � / o \ I D.B. 4619, PG.485 // / / RIM MH=396.91' \, \ / /� ABANDONED DECK 5� 1 J INV.; IN 3" CIP NW-392i4' TMP 61A-3B 7 BENCH MARK ' LOCN�� 8' JAMES A. & B RSARA - __ _ / - _ 3 � � i / INV. IN 3/ CIP NL -393. � \� �. � � � � v IRON, ROD , 14 EXI G INV/ IN 8' (TCP=39 � 8' NUNNALL) �� � � �����-TMP 61A- 11 � / v /ELFV=396.24' \ INV. /OUT 8" TCP=390.7' SINGLE FAY. RES - v� DECDEc MEADOwCREEK ZT10 LLG / i HOUSES TO BE / U) LL_ DEfv(OLISHEDLu R4 RESIDENTAL \ \ SINGLE FAM, RES. 7 i- M TY ICAL DB 466-52 / V ` V �/ R ,4 RESIDENTIAL 7 / `o \ r / % °� / ( ) �� LOT 3 \ / DB 3487-145 / z -- - /-Y / � DB 659-390 T ------ 0. \ - � / \ X i / 9 \ =3 DB�44�351 _ / / -- Lu U 3 EX ING E V I =401.7 ' / /` -�,�, ALL EASEMENT � / � �V�j V � � I � " � - I / \\\ I INV. IN 4 PVC NE =398.8 / p / VACATED PE 9 V Av EXISTING _ ( )- _ I / 388.3 TO B C EXISTING 8" DI \ (N R�� 2 `moo I / SPA 3 / \ \ HOUSES TO B T I INV. IN 3" CIP (NW)-397.8' m / Q a WATERLINE N 47ss / /� \ V DEMOLISHED I I XP-36` o / ' Z z o �� ��/ // �_/ ��6 V A" V (TYPICAL)- � / // _ A V Poor IMP 61A-12 0 �� ©� Ell / 38Z7 m / INGRESS & EGRESS / /,/ � \ A\ J MEADOWCREEK TOO C o 987.4 i Ln - �� \ \ \ I - BEIREMO EDTO R-4 RESIDENTIAL D NSE TREES I _ -_ T / 21 � � < Il v � - - � I � s/NGLE FAM. REs. � � � M � EASEMENT D.B.4839, A � J I r / � IMP 67A-3A � / A � � � � . / d / � � V A � \ � + I ------NEW MH TO BE DB 3487-145 � _ m � � rz,� I I � I I E IS NG WATER LJ,J Z W E JAMSINGLE FAM.RRES. BARA B // I AA\� \ \\\ �� III RwAI DEc Ii AME LOCATIONS6 448 351 PLAT '"� -, BA DONED z ° STALLEDIN - S R4 RESIDENTIAL � � \ \ � � � � -� � � I I ET BH8 TO B z 11 / - -- - EXISTING HOUSES 1 \ EXISTING EASEMENT " -G - 389.E US 466752 \ TO BE VACATED I w BE DEMOLISHES / LOT Q 1 \ V A - I _ z TYPICAL V A / ( OB 659-380 P A - z EXISTING P DECK -� / 38z3 W U 1 - ------ 7 PARCEL LINES TO 1 �/ FEDERAL AAA I i EXISTING�_ W 0 z \ O TREES TO BE BE VACATED (TYPICAL) A A. A' SEWED LINETOLOT zg' FI ) o criDAM BREAK A A " G / E - --j REMOVED TYPICAL � � � I INUNDATION�� � I �II�BEREPLACED DECK _- � I (� / (TYPICAL) � A I WITH NEW 8" SDR � ri o i ' PER COUNTY GIS 35 PVC SEWER / TMP -1 L ZONE \ ° / EXIST NG \ I TMP 61A 13 _ _ _ / CITY OF CHARLD o r TMP 61A 3 q LOCHLYN HILL " A I ME DOWCREEK TOO LLC PARCEL A, PEN PARK LJj a �� DEVELOPMENT 9CAAUMRE GROUP REMOVE \ I bNGLE FAY. RES - 1 USE- PUBLIC GOLF COURSE ' I I AN. SWR O i = \ ) -4 RESIDENTIAL DB 507-427, 432 PLAT MP A0-0�1B-000AO R4 RESIDENTIAL I RIM MH-390.40� / LOCH N HILL DERELOPMENT - /� DB 4839 390 - \ TDB 3487-145 _ _E x - / / INV. IN=376.40' v LOT 10 6 UP LLC - H/ / / �' DROP INV. IN=382 40' A OWRY N D / 1 \ D� 4a8-351 PLgT - - -- - 0 s LO -YA y/L-OPEN SPACE 1B A % / // ' �� INV. OUT=_37630' ACS \ 3s>.o / TA B. 44 PG. 197�3 LAT)/ O� �// / -- / MIH28A WER.: \ I - IRF C o 3''IYPSTREAM a) N - -- -- / _ --- - / /-86'4 3 W 623.15 --- Y1382 __' 2 o w 4. 9 `° '° w , S -- cc z o a • - - > i i . I � °. 9 -are- �sb / JOB NO. -- CITY OWNERSHIP,. -atl i 299.8v " O - - - - -- .- av�/-stl� atl0 -atl� 0D atl -aso -atl -stl9 OF SANITARY FOR DEDICATION) a • • ' � -n � (PLAT URRENTLY UN -- �Stl9 SEWER BEGINS o ° ° • o - - / a 112062 C0�t�6N AREA ///� 4�i� ,' - - N�satlo ;, - _ SCALE --_ d - - PEN SPACE 2 sv� --- 3.5' RA - - - . e - = o • a • • $ 1 30 v� vo • ° '° ° stl� "vo �av �/C- 5 5 XISTINGa8„ I 3836 SHEET NO. n (5 M MH 389 ° • a ' , AN. SWR / _ \X If 2 - - - 0 3 � tl9 p / F AREA OF VDOT STD& OVERLAY \ x x PROPO§tD VDOT \ CG-91DNTRANCE \ I IRF \ \ 2 1, DENSE rREEs 9 ' IR S Tq ` \ _ r o O17 "ClIM Z No/35791 o0208/22 101LS'o z z z ZO o E f f � f � a O O O u Z w m > O o N o 0 0 Z U U U o a H V) a a a w z Lw w w Ln Ln Ln K K Lu Z RW L n \ ce � I DECK r�" \ `\ NO PARKING TOTALS: 107,394 68,359 ° ^ \ SIGNS RWA L (TYPICAL) Total Lot Acreage: 2.465 GRAPHIC SCALE P� / \ \ \ PROPOSED ROW DEDICATION AREA 30 0 15 30 60 120 PROPOSED LOT 22 / /� ` CG-12 (TYP.) 5'R \ (3) EXISTING STREET PROPOSER Z IRF \ \ \ TREES TO REMAIN ( IN FEET ) ONSTREET o " N STREET SIGN ,' \ \ \ PARKING 1 inch = 30 ft. m C M CO i i Q S cR SPACE (9'x18') rvi o N OPEN SPACE E \ io' MIN. BLDG ,/ , LOT 21 ONT ° , \ (TYPICAL PROPOSED 6' PLANTING STRIP TO BE 0.049 ACRES ��ry Q „ SEPARATION , / / Cy �I \ INCREASED TO 15.5' IN THIS LOCATION S 85`49'S6" E N 143 E (TYPICAL) , i ��'F\ TO ALLOW FOR THE 3 EXISTING 50.48 60.5 i / ��i 80'Sj \ \ \ STREET TREES TO REMAIN. NEW 1 S /YT SIDEWALK AND PLANTING STRIP TO BE __- BO6\ / , b i % LOT20 �/ 61G D TqN `y �(� INCLUDED IN ROW DEDICATION AREA. N 11'1510 W y y y y y o 8,M �s c ti K 23.14'n y y N 2%4824" E. yr°Fivs�.. o j �%�o= 5 N 11 15 10 W 74.56' 16.21' ..,� y 51.48 y y w 8p C B \ .S9.S1, rN e < oF� M 7 'QF,sW /� ' k LOr18, / \ 7.00' IRF / �'8p' y w y w y w PROPOSED W \ ~ � � � OFF, /`' ,, � ' ' \ PARKING y y ;?yamcys ' I ________ / /�___ 2,\` \.y\y w�Sl'GN(TYP.) y �p ,� /,/2S, \ � Fe lv d� � Q Q� - " / Mq F Zj \ F -- IRF IRF C O LOT 16,1"RoN /. / °R \ 9 / / oFOk LO7 �egCk ���' PROPOSED 3 _ % LOT 1 /off % PROPOSED 3 \ 2 /' LOT 14� i DEDICATION AREA I o 6' PLANTING STRIP / CG2 CURB � r�3\F 8 OF� ,f ` w (0.095ACRESJ y Q SI LOT 2 /m° c, o,�\\ T°eFM4il��y<7Fq� 22, / k pFc y y y I o O I'- 6 l l Fi �0 4 gryrgTFF �FY yOPEN SPACE C z CY) j 6) PROPOS tFp SF\ 22, / O y W -' zs'_MAX.ERONT__yi i LOTS 0° �Qy STREET SIGN FC/< <o`b/y0.Q5. . . IRF N �- co - � -qe-MIN_ BLDG / / / , h /' eyTyMpNT) / y y y y y y \ � -O N `-- SETBACK _ ro V SEPARATION- i Oj P PROPOSEDOF y w W y y w I 6' PLANTING STRIP a , /---- PROPOSED / � / /`� $ � ? C,F / y y y y Q O (TYPICAL) O PARKING' F�' ) r �' \\ / -STOP SIGN \` i y w y wi �-i ,g / o N titi/ SIGN TYP/. // 2°,�� n Q m/ v 6 _ Z tTO i roF- E----- _ i i ( i �% RF 49p, 2 n y y �i 0� \\ \\ �. I 507 05 58 6 ,------- 2 i PROPOSED ,y Al / qR` ;\ \ y y \ 1 W J ° 4 AREA OF VDOT �OCHL N MP OUT _ CG-12 (TYP.) i i �FT9�`, N y y / �° ' , BENCH MARK LOT 4 / / �Ck�`� y °' IRON ROD Q STD. WP-2 MILL J ELEV.=396.24' Z & OVERLAY F1 0 OLOT12CHLYN HILL DRIVE PROPOSED ,// '//' / ,ii , II vv vv v L.L. Z r TSTD. (54 R/W) STREETSIGN - - - L9 - - ,I I I LLI Q 'RPUBICROAD MAINTAINEDBYWD-T- LOTS uj CG-9- -2 .5 30'R -- --- � o LIMP/OUTPROPOSED 114O Lu VDOT . CONC. SIDEWALK _j�LL CG-9D -Z�96R G.C141 6' b I VDOT SELANTINGSTR T W LOT60m T Rl y y W y y y y y y 1 p'iy y y y W y y y y y y y y w SED y CG-9D J 21 y y y y y y y y y y y y o PROPO T T� O y W W y y W y y y y y y OG-6,CUR6 - 21ONSTREET E 123' J �y`\ ' / y V^ 1S PARKING W -Q 9 ((����PlA {p7KING W \ �� \\ / OPEN SPACE y y y yI �1 -. I TYPICAL �,X2O') 1` QN W , y Ate. / (TYP) 1 ( ��/� z SPACE 9yx2O'� y y \\ y�� / / 0.063 ACRES W I y y y y I I 11 ( )I V/ Z / W y s y y y y y y y y y y y y y y y y TYPICAL I y y LOT ZO z • • °, y W y y y y y y y y y y y y y y y y y y y ti `\V �i U'. I y y I 3.o' MIN. BLDG y z LOT 11 Iy w, y y WA 11 SEPARATIONLu �11 ��� -PROPOSED 5' \ tib�� �I y y y yII (TYPICAL) J -v 11 j 2g FIC FIC N PARKING O CONC*SIDEWALK y y , Q \ Tn O / 1` -- _ - N IG S 'J O LOCHLVN HILL y y y y W y y y y OPEN SPACER y y y y y y y y Ee\\ ?� -,1 I y y y y - -.. 120'-,----- n 1 DAL) `o PARK - CURRENTLY y y y ,W y y y y y y 0.929 ACRES y y y y y y y y y y ° y y �" -_--- r,'11 I2S T //'/ 11 y y W IN 1 E P'EIP BUMP U UNDER CONSTRUCTION I ` NO PARKING / / `/ • �( ! � /� - .. e � °; ° wy W+Lb W,yv 'vy.W. yWy yV. y�y. yW yyy yWy yyy yW yyy yyW yW yyy yyy yyW yyy Wy`Y yyy yyW Wyy yyy yyy WyW yyy yyW Wy yyW Wyy yWW yyy yyW yyy yyW Wyy yyW yyy yyW yyy yyW yyy yyy yy�' yy yy '�\ ,11'I r Iyy yy yy yy I 3A�---I I �RSIGNS rn PROPOSED h e 0W ' (TYPICAL) CONC. SIDEWALK � LOT9 IAREA OFIVDOT m STD. MILL PROPOSED LOTS usx t `n OVERLAY STOP SIGN y BUMP OUT i------ TIE-4N TOTHE __ ------- EXISTINna�y O o W y y y y y W y y y y W y y y y y y W y y y y y SIDEWALKW O m j y y y y y y y y y y y y y y y y y y y y y 86"43'33V W y 3.59 N H a 115:65 ° Lu 623.1�i Y13.82 In "O F VDOT N w O 299.87 °'- � VDOT STD. Io6 No. S 4„ 6 8� / & OVERLAY CG-91D 12062 0 COMMON AREA llllll STOP SIGN EXISTING EXISTING OPEN SPACE 2 STOP SIGN . e • vv a n �° • e ° 4 ° FSCALE % v77Po SHEET NO. 4 n 28' F OPEN SPACE.• TOTAL OPEN SPACE REQUIRED CLUSTER DEVELOPMENT 257' = 1.125 AC Q ( ) TOTAL OPEN SPACE PROPOSED: = 1.178 ACRES (26.29) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, EXCEPT OPEN SPACE E. OPEN SPACE E SHALL BE OWNED BY PARCEL 61A-04 AND LEASED TO THE LOCHLYN HILL HOA. ALL OPEN SPACE (EXCEPT OPEN SPACE E) SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION, AND HEREBY DEDICATED TO THE HOA WITH THE RECORDATION OF THE SUBDIVISION PLAT OPEN SPACE A = 0.929 AC OPEN SPACE B = 0.080 AC OPEN SPACE C = 0.056 AC OPEN SPACE D = 0.063 AC OPEN SPACE E = 0.049 AC TOTAL OPEN SPACE = 51,315 SF = 1.178 AC BUILDING AND FIRE/RESCUE NOTES: i. BUILDING OR STRUCTURES BUILT BEFORE JANUARY i, i985 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 SHALL BE ADDRESSED ON THE PUBLIC ROADS WHICH THEY FRONT. NO HOMES SHALL BEAR ALLEYWAY ADDRESSES. LOT NUMBER LOT AREA (sf) BUILDABLE AREA (sf) 1 6,614 4,087 2 6,285 3,972 3 6,478 3986 4 6,312 4037 5 7,412 4710 6 7,110 4,340 7 7,416 4,654 8 6,563 4,101 9 6,032 3,841 } 4r0. OoylY To Q Al"', Ni PROPOSED O \ CG-9D ENTRA E \? \ \ o PROPOSED 5' CONC. SIDEWALK ROPOSED \ \ \ STOP SIGN 10 6,805 4,462 11 6,694 4269 12 4,910 3,201 13 2,216 1,351 14 1,789 1,232 15 1,746 1,193 16 1,724 1,173 17 1,720 1,170 18 2,189 1,489 19 2,463 1,716 zo 2s57 lssa 21 5,923 3,685 22 6,436 4,106 \ -- w \ \w \ \ RFk - - PEN PgRK 2831 503 NOTE EXISTING SANITARY LATERALS SHALL BE ABANDONED PROPOSEDRivanna Water &Sewer Authority (RWSA) w w D - 603 (PLAT) + LOTS SHALL UTILIZE NEW SANITARY SEWER LATERALS AS SHOWN ON General Water &Sanitary Sewer Notes „�\j,TH 0�, RT LANE EAST w / / 1. All materials and methods of construction shall comply with the latest version of the General \ ° 148j w k THIS SHEET. py f Water and Sewer Construction Specifications as adopted by the Albemarle County Service O Authority on January 15, 1998, except as modified below. 2. All construction materials and methods of construction must be approved by RWSA prior to 0SCOTT R. LLINS Z 1 \ the start of work. A reconstruction conference with RWSA is required prior to the start of work. P q P L) No. 35791 ° F NF 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 04 02/08/22 k I F \ 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business 1 1 w + days prior to the start of construction. SSIONAL ECG 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-06-1A-00100 \ w f "+ \ � EXISTING 18" RWSA D.I. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the I ° 1 I HAIGHT, MICHAEL ROBERT & � \ ° existing system. All doghouse manholes must be pressure tested before a connection is ° 1 COLLEEN PATRICIA GILLIS w ° ° k WATER NE made to the system. ZONING: R-4 \ �\ / IMP 488-1 7. The location of existing utilities as shown on the plans is from data available at the time of 1 ` I USE: SFD UNIT IRF CITY OF CHARLOTTES /LLE design and is not necessarily complete or accurate. The Contractor shall be responsible I 1 D.B. 45119 PG.673 w EXISTING 10" ACSA R.I. PARCEL A, PEN PARK for the verification of the location, size and depth of all existing utilities, both surface and —1— ° WATERLINE subsurface. The Contractor shall immediately notify the Engineer of any discrepancies DB PUBLIC GOLF 432 PLAT I � __-- ..° \� . � between the plans and field conditions. The Contractor shall use due diligence to protect 9 I 62'J \ PUBLIC GOLF COURSE "� � all utilities and structures from damage at all times, whether shown on the plans or not. V) U) N Damage to any existing utilities shall be repaired by the Contractor to the original condition z z z 4'C at no additional cost to the Owner. z 1 1 I DENSE TREES lg \ w \ H N J 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement O z g g �NF y l without special written permission from RWSA. No grading or filling shall be permitted in a o O O O 1 1 IMP 61AO-06-1A-00200 w \ EXISTING LA L TO V) 1 the RWSA easement unless permitted otherwise by RWSA in writing. �I� e — • 1 EARL CHANDLER PARKER \ w REMAIN TO SERVE LOT 22 - v 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission rn m z z z 1 I LINDA MARIE PARKER R w \ METER TO BE SHIFTED 0 > I i ZONING: R-4 RF \ and RWSA approval of the blasting plan. Ground monitoring during blasting and a o N o 0 0 1 OUT OF SIDEWALK pre -blast survey may be required. For blasting within 100 feet of any operative RWSA B. O 0 Ja 1 USE SFD UNIT _ \ O 1 1 _-- - \ sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may a 1 _ I D.4819.2Cr?35r _ _\ - \ also require certification from a licensed professional engineer stating that the ro osed q P 9 9 P P ~>Lu z o 0 0 blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall V l Ln Ln U') be repaired by the Contractor to the original condition at no additional cost to the Owner. j j j 1 w \ EXISTING WAT1 . T e contractor shall observe minimum separation requirements for utility crossings. When a ER A � � rossing is made under an existing facility, adequate structural support shall be provided AND LATERAL TO BE 1 o w \ °q for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone W "/rr '-REMOVED RAIS C. MH TO 419.6' DEC'�oFo� N to the spring line of the existing pipe. w/ og eq o 11. New water main installations shall be tested, chlorinated, flushed and water samples Ce y IMP CIAO 06 IA 0000 RWA L // \ rp EXISTING WATER MET 1 / k \ o O approved prior to making any permanent connection to the public water system. Approved 1 Z 1 HENRY C CHAIKLIN & DECK r �s Oeli 'Q% AND LATERAL TO REMAIN methods of fillip and flushing new water mains will be required to prevent an frl 1 o 9 9 q P y I 1 I KATHEZN I G R- PECK RWA� / j �\ OSFJ 48 TO SERVE LOT 20 contamination of the public water system. I ZONING: UNIT a r � , ' SIR w A 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities 1 1 USE SFD UNIT - \ s"" G EXISTING WATER METER into service. D.B. 4794, PG.131 --- AND LATERAL TO REMAIN 1 — \ EXISTING FIRE TO SERVE LOT 17 13. No permanent structural facilities will be permitted in the RWSA easement. This includes I __ — / w w YDRANT ASSEMBLY TO building overhangs, retaining walls, footers for any structure, drainage structures, etc. CLEAN \ / PROPOSED SANITARY LOT 22 / / % f` R , IN PROPOSED 8' WATER 14. Trees are not permitted m the RWSA easement. w METER &LATERAL TYP. o '" '" ^ OU7 \ \ SEWER LATERAL EXISTING 8" 1 IRF ^ w LOTS 21, 19, 18, 16) GRAPHIC SCALE m o 1 �' IMP CIAO -0 1A-00400 CONNECT LATERAL TO \ \ \ \ I MICHAEL CORBE77 \ \ i SANITARY SEWER \ EXISTING 10" ACSA 0 o s 30 bo o cv o 0 MICHELLE CORBETT \ \ / EXISTING 8" j i j ° i w WATERLINE ZONING. R-4 \ -SANITARY SEWER j / ; LOT21 i 1 I USE SFD UNIT — �1 \ \ „ /IN 11 1 Q.B. 4854 UNIT s 143 t��°�/zoP \\ EXISTING WATER METERS inch FEET 30 ) ft. __-- f— S 85.49'56" E \ N / RAISE RIM TO 412.4' / v/�gt� \ w AND LATERALS 5, REMAIN 50.48' \ p 5 W ' INV. IN 8" DIP=400.y TO SERVE LOT 15, 14, 13 1 2 I s1� \ \ _ / INV. -IN-8!'TCP (W)=39$!5'; ; LOT20 / / + 62 1 1.11 - N 11'15'10"W hftiZW 4" E\ W \. INV. OUT 8"iC , 98.2' ��_� LOT1S' /. f ,F¢ \ w \ 30 1 _ _ 23.14 - e' / 30 M J1 i cJ JS. \ "\ N 11.15'10" W M 1 TMP 61AO-06-IA-00500 7 �0 �x� LOj`18 � IRF / \\ // / w w \ -� 11 HOLLY NELSON DAVIS, v ; ? ;;/ / r, <CN ZONING.' R-4 o w I USE: SFD UNIT i-------------------- PROPOSED-RIVATE� i \�\\ r W W W ,W LO%1 �\ \ M _ 1 I 10'ISANITARYSEWER ' \ % w \\ F IRF IRF D.B. 4737, PG.581 �� ��� Z I E ISTING 8" TC \ \ T a /EASEMENTS FOR \ LOT 16,>/ `� o z / \ z L6TS1-3,21 &22 / \ v ,, % '�, SAKITARYSEWER ; / L I� LOT 1 / i EXISTI�6 20' ACSA SANITARY -�`" �,� // /� � yl w\ � 1 3 I — I i i SEW R,EASEMENT CREATED ` _ � �ti �� � LOT 14 yi ! \ \ 2 c O 0- i l f WITH kOCHLYN PHASES II&III „�\ p U'� �' w .r ,. �. �� � \ TIE- N�6" DI WATER LINE o o � � LOT2 �v k roe <J LdT13 yv y �� IN CV 51TE PLAN AMENDMENT #3 / n : q q� / 1 TO STING 10" ACSA WATERLIN w W04 IT 10"x6" T.S.&V. & 45' BEND m ° = . / l / / Ne � i u• L �= W v 11 TMP 6IAO-06-1A-00600 / , j j �. oerr`�f� / y y� W W W W--� �F ° _ PROPOSED I , VAN DER �OORT, THOMAS L JR Z. ----------------------- % l LOTS O ----- II OR JOAN L HORN ry l -----' i / PRIVATE SANITARY \ \ �q, y i �' W W / C I I I ZONING: R-4 0 -- - - , --� � __� / / � SEWER LATERAL E� /7 ���� ,- - �PI�OpOSED 8' CL,52 DI r �� 1 USE. SFD UNIT l / EASEMENT / Y L \\I j a, ---- \ ` I _ N D.B. 4619, PG485 E T() ----- yJ�fiERLINE i r i \ i��, vI � '�'% j,,- -�- IS z _ _ / /,' BENCH MARK ° 14 I ®� E pNE - , -= ------ LOT4/ / z i IRON ROD I ,��vv �j A ELEV.=396.24' LL Q 1 SED , �� L L1 J Lt LOCHLY RAISE RN T(i412.0' '',. ✓1 - MH-B LOT12 vv P1l8LIL — — INV: AN 3" CJP' (?QW)`392.4' �'�� / I - _ A 3 r-r L9 - o a -� INV. IN�3"/CI 393.8' LOTS -- - ° LlN_ - ' EOTER & D ERA T c • �.\ 9 �) N MH SIAd-4A5 PLU � F— \ INV. 1N A'��/'SE)=390.9' /,/ — , N 4 _ C_�NQ-3 8,8 -- g M T ( ) � � \ ( J /\A\\ \ lQ \ / W. IN 4 P (SW)=390.9' - - Q ,, INV.- I 9 �x 2N� / IN ,IN 8 TG� 390.8 a Q = ° •a , " PROPOSED 8' SDR 26 PVC o a 1 \ \ i INV. IN 8" PVC (NW)=389.85' I I o m = r $' D I WAT�RLIgJE WITH y W W W W W . \\ \ "4./OUT 8 - 90.7 / SANITARY SEWER W w NEW INV. OUT 8 PVC=389.7� I o U 6, \ PVC S E >^v� y PROPOSED 6" CL. 52 DI WATERLINE �py PRO P ,;y' I ' WG' `' �Y D.I. W J. W W W W\ W \\ U < LOT 6 / W ,(J� I I -P Q I r J O �_, _ // / / / �� � � �I II II// /�� W���W WW Wv .Vy. Wv WW •Yv WW •Yv WW Wv WV. •Yv WW •Yv WW WW WW WW WW Wv W•Y WvWV• W WW •Y WW J. WW W WW \W \\WJ�\ aW W VW \\ \\ \W\ ° v �� \ �� \ \ AV \V A A y � i ✓ � � �� � ��' V III I .I W W C•yFI \ ,'-11;I _-- 1 1 11 _ -- --�—-i � _ ,� II' I II� —�y•t��—� ' LLJ� � �ZE21 ------ EXISTING 6" TCPPRQPOSED FIRE HYDAT J j W ' I SANITARY SEWER I I w \ / • W y W W •Y W W W W W W Y Y W ASSEMBLY, W \\ W °\ • '' \ \ I f I -- � Z /� ,y' / / / TO BE UPGRADED w 6" �YV. \ I W 1 I Z �"X4" ZEDgCER, \\ \ XISTkNG.20' ACsSA SANITARY I TO 8" SDR 35 PVC i I U w SEWER-kSEMENT TO BE I �i LOT 10 L U O W W W W W •Y W W WY W W W W W W •Y W \\W `\\ '' `' T\ W11 I I PROP O E FIRE HYD NT ABANDONED LO� z PROPOSED SANITARY I ASSEM LY TYP.) J o W W W W W W W W W W W W W W W W W W W W W \ I SEWER LATERAL EX MH28A II I 900 BEN o -6" G.V. L T LOCHL YN HILL 'OSED Y W W W W W W W W W W WPRO4" l yy� L. 53 DI ,, • .. / .y W.: W W W W W W W W WY W W W W W —1 O PARK- CURRENTLY VVATEjiLIN UNDER CONSTRUCTION W W W W W W W W W W W W W Y Y W W W W W W W \\ W W \\ \\ 1 W y II RIM f�H=390.40' CITY OF CHARLO LLE J Li a W\ ACSA OWNED EX` H281 W W I! PARCEL A, PEN PARK P INV. IN=376.40' y ACSA OWNED SANITARY I USE PUBLIC GOLF COURSE / — _ \ r W DROP INV. IN=382.40` DB 507-427, 432 PLAT 0 / MP AO-06 118-000A0 W _ W y W W W W W v w v �\ SEWER UPSTREAIVI OF EX MHz8iA I 1 LOT 9 / \ INV: OU=376.30' Q / LOCH N DLUELOPMENT _ : v v v W PROP03ED 20' v ° v LOTS�� s / GROUP LLC �_ W W v W W W W W W y v r y W W v v DRAINAGE EASEMENTW l/ LO LYN LL OPEN SPACE 18—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 1 11 11 '1' I\ I'�' �" I T L __// O O i / y / ° -W W W W W •Y W W WY W WYY W J W W J w J W WY W \\W PROPOSED 9O° BEND \ I: 11 �"' �� - ------ ------ / • O .B. 44�6, PG. 197, 243 (PLAT) i w \ U/• < ,:,_• _ / ," / // / / '• /�// iW WY WW WW WW WY WW WW WW •JY W WW WW WY WW WW WW WW WW WW WW WJ WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WY W WW W WW W W 8W6 . W�F W, 3Wc, &IBLOW OFF ASSEMBLY____a i • �0I+a Io S °� • Lu W fi23 2 = -O° 4 RLOTTESVILLE m,— \ JOB No. •�• — J��I 299.8T E H2a — SU( p DIC r10N) _ _ - OWNED SANITA_RY�F_WER DOWINST1t AM OF EX M A (PLAT nCURRENTLY UND o a � EEi7 FOR 112062 g INST. -NO.— - — ®I' sm --- m SCALE ° ° �«ee COMMON AREA i ° ////// _,.•— s�lt#LRC�No STREEfi — — — — s �° 1 "=30' 1 , ,�— W m � — _ R = 4 _ E SPACE 5' _ —.,—n,— ---- - — a� 3811 �• MH 3 85 0 2Df6-PFS I I <•DIP=3 SHEET NO. a PVC=375.5' s 5 w 50 � - � P 148 w � 2831 3 LAND cw w �,v - Ik � ��, D so3 (PLAT) � l / 'v, ANALYSIS: PE RRK� EAST -- v� v R j X� I,IVOLUME ANA OF�'f CUT: 390 CY o �� FILL: 35,977 CY (1.15 FACTOR APPLIED) 1 i Ct� 442 w� �� k ;' j NET: 35,587 CY FILL oscoTT x. LiiNsz r 44s2 z NF L) No. 35791 v 1 — - � � � ° �• � 1f1l 42d3 �-1�02/08/22v' 232 x 423.4 I 1 k I TMP 61AO-06-1A-00100 1 II HIGH EENMICHAT RO ER S& �1 w 232_0q, ZONING: R-4 ----' , o . ��� -E 1 I USE SFD UNIT IRF OITY OF C OTT I q 1 D.B. 45119 PG.673 — - w 1 0 PARCEL A, PEN -PARK 4 0 — o �I 1 S� w ®� - -,DB 507-427, 432 PL4-T- / - e I _ 62''16, \ PUBLIC GOLF COURSE un cn cn 2 1 44 _ g � - 232B F 1 • -' 1, . w 47U - � 11 �I w w w \ N I S> w � � ' boo � I � _�' / z E f f '\ 3t � I 2 DENSE w w i CNN y1� / o 0 0 0 ' 1 TM 61A0-06- lA- 0200 �I� I EARL CHANDLER PARKER - �� /' — Ln z z z I 1 1 LINDA MARIE PARKER " > r In 1 1 ZONING: R-4 -, z o 0 0 1 1 USE SFQ UNIT _ �1 �� — �\ 419.7 o � � � _ -- I I �� I D.B. 4a19 eG F— \ - -- - 1 I 1 --- - I w z o w w � Vl 439 30 W w W ° W 1 1 IMP 61A0-06-1A-0039D RwA L I li HENRY C CHAITQIN & --tCATHERINE LOUISE PECK � �` L � � / ti°` �> ° w psi SFFJ OB 1------ Ryn L 2A GRAPHIC SCALE ZONING .• R-4 � 1 1 USE: SFD UNIT _LL2 's 4>8 7�� a o s so eo zo D.B. 4794, PG.131 \ II ?{ w� ------ / 228 EXISTING MA AG i ,� � " II � ET CLEAN � \ � i SLOPES (TYPI ' LOT 2Z i � / � � �> � � �� �� IN FEET • -- ObT/" �> �_ 1 inch = 30 ft. 1 r i IRF TMP 61A0 0 1A-00400 rq I I MICHAEL CORBETT .. o 1 1 MICHELLE CORBETT 1 \ ZONING. R-4 \ T ZZ r i I USE' SFD UNIT �.^ I 1 Q.B. 48��G4C� 81 , o 1 1 --F S 85 49 56 E N � / /r o� �� - 43 50.48' v 60'S 418 Zl- i 2 5 -_ - - 12 I g u 240 Ih� IN 10' PRIVATE n a .> 1 '-� ��' N 11"15 lO {'V �� i r' // i DRAINAGE ESMT. 6 ✓mil 1 YDG 1 1 23.14 _ / g3 w \ 1a"ADS -- _ __ _ > � 'YDF, -� � 1 w � /DRAIN BASIN ,�' /' M 1 N 11 15 10 w I l A , m W .r vv `. _ 18" ADS i �� "'� IRF w TOP=416.00 ,' '' .� ,' ' v i I / �' ." W Wes.. _ t� ii DRAIN BASIN T A�' . �� 12" YARD DRAIN �--- � IMP 61A0-06-1A-00500 � M '70� IRF I ,�, HOLLY NELSON DAMS 3 23 W TOP=413.0 �� \ w IN 10' PRIVATE 236 �' 10 %/.: \� k �� �8x DRAINAGE ESMT. ZONING. R-4 > > rf i I I USE. SFD UNIT S �} i >,i A �>> / i ' r• - - _ FIRF IRF / , / � � V a 1 D.B. 4737, PG.581>4i4 /� ; z o r w I o z 11 J • .I 1 I — \ry / 20' PUBLIC • ` __ _ �I — LOT Z / DRAINAGE ESMT. / 238 > - -� p /' _ /, J . 6 �y� w v r 2 o Z V. 41 235 �Ix� IA F t o c "p \ \ 224 o g N, `o _ LOT2 !1i� „� �� ti CV .. z / w� , -o I � 1 X >> _ x > / � \ >� `� 18"ADS � W W v I I > TMP 61A0 06 IA 00600 /'Q, A �� O " 0 _ F / II >Y' -�. Z I �1 g ?/ DRAIN BASIN W W W r l ONSE 1R§�5 / VAN DER �OORT, THOMAS L JR � � / LOT 3 ,y � �, Q � I I A _ � / 7 �gZ TOP=aa6.o ` \ u OR JOAN L HORN ZONING: R-4 0 - / �Q �r i ,' z ./ - / i � - > 3 ' \ 1 USE SFD UNl7 l O m / N © i ' / z ' LLI _ t I , I � - m i, r - I — oND D.B. 4679, PG485 t TO ------ / 2�° % N 219 �> -- ---- -3' ��b 2 J w 40 ° BENCH MARK I ° _�_� LOCH ' - _ -o _ �J 3>t",\_ o .� ,% DRAINAGE ESMT. - o 14 "� -- -- �e Lor4 I / EIIEV 0Q . 206 208 IRON R � 234 > i > PROPOs D LOC — 207� ��� 8� LOT 12 24 Z —.—Httt RVVF ," �,,�y r 21 / 00 1 I +PUBLI 4a — —1 —1 Fg --`* - g vDc17 — —.. _ 0 18"ADS / v -� , ��y --�- r gi I I , I l ` ) -a \v II I l 3B83 Q W I I r l 1 W I' • ' � / TOP=402.0 - � � -� r r l r � -o Q a r p� 216 YD A n YD B w l r rr l i 11 r m 18" ADS I a n / r / r TOP-400.5 pp m r r m / I. � Ltd , w W W W W W_" W / W , 204 w v - : A " .. � -- � - DRAIN BASIN � 4 I-o- / I{ I / / J8Z7 � � � ` .. fi� TOP 400.5 I w I r I r r I J F—I �I / - \ \ /�\ 2i LOT11 v7 �o 387.4 II / e• YDD / I ,• / \ I W W W W W W W W W W W W '�,\ W\ / � LOT \ i`1\L 15 � 11 �\ � I � � I : C) I I I ° v� D18" ADS RAIN BASIN I_I I'yV OUT�395"1 Ljj 21 � - TOP-400.0�� ul Z r n o I � I I i v Off. r I I BB.B �I I J89.1 J /W W�� W-1• W W W W--�--"W W W/d W w W \... \ \ °� i IN 10'PRIVATE -----� .W --i--- ,' / = z_ W� w W W w W W W � W w W DRAINAGE EASEMENT W :.. I °�. SMT. v I _ ! w li � � r r / c� \ DRAINAGE E / z > • ./ W - .✓ 'W' W W W W W W W�"-W- W W W__IW W rW W\W W\� ,� III II LOTZO ID / r .TBZ� W Z �. 2 14 . ----- \ 20$ �v LOT W_ .11 i i LL - \_ FEDERAL 1 - Q Dv W n✓ W W W W'--W-__�-__ W W W/ W\ \ \ 1W \ 'a, 4t \ \ t . \ DAM BREAK .III!` d o. II I \'I \ 1 10'PRIVATE -_J_ ___J I I/ - r I �- 1 l� V Op .. � I I A I 12" YARD DRAIN _ _ r �/ • `) LOCHL VN HILL TV _ W I T� - - DRAINAGE ESMT I v, PER COUNTY CIS) -- /'i .. / O / W 'k 1 ° I ✓ PARK -CURRENTLY "_. mI W -396 _ ---- - TMP -1 0 (� CONSTRUCTION /� /� W W- W I/ W, W W /' W W W W W W W W W W W,/ W r W \ W \ Y O. >' DRAINAGE ESMT. I W -- _- -_ _ _- _ i Cll l OF CHARLO LLE n - - UNDER L.ONST/1 U TION � W W I W ' W W W W W W W W W W W W yo' W W , W W � \ W ° � � " �- C_ I � �\; � � W I i I TIEEXISTING OPOS'Sy R�TU EEEX 58 - r � � �' ' l � PARCEL A, PEN PARK � / . - Y m II V } W W -" W W W W I W \. W I. 2. 3 I 244 I USE PUBLIC GOLF COURSE I l - v TIE PROPOSED DRAINAGE INTO - I LOT 9 DB 507-427, 432 PLAT x / I �-' W W/ �e W / W W W W W W-'W W W W W W W w` EXISTING STRUCTURE EX 62 x K MP AO-06-1B-000A0 /_ r' _l / -- v. I I , I I I LOCH N HI �QLUELOPMEN7;' �— / W W W W jL l W/ W w W W W W W W W W W W W W \ - I - -_ - m I I -- 242 43 / S / LO LL-OPEIV SPACE 1BtA j__ • W W w �i/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 T AINAGIE IIV�'YW LOTS Po* p - A- O • l , N •• , I �, •.F '� o ZZ B. 4416, PG. 197, 24.LOELAT), �� W W .'v W W,� W W W W,' W W W W W �_ r--z W QXISTLNGSTRU RE 202 96 h �,_— --- RF / ,w'W W W W wEX%4 W / W vvW i I�� i— -.3,9� — ---- --- - 384.1 l I � W / �_ ' �/ W W//W ,'W /W W W W W / W W W �-4• W W W W W W W n / - L I CC Z O �EXS a11565° ' - � p " 4'16 '.. ...' �'� \� W W/ W ,' W ,i'W W W W ,/W W W,' W W W W W W l — — EX 58 r Y 6 .1 Ot t1°3.82 I 43 212 � I JOB NO. —, —, - ® 299.8—,,,—,., - DEDICATION) — i 062 • EX 96 r :e // d EX 94 PLAT n U RENTLY UND + i w 4, 6 —,., --- — — EEi FOR �. l' BIZ ------- % - — m SCALE -7i� /s COMMON AREA�O a�' 41� —,art N0 sTR�E�-, �9� — — — —. —M S !I A` 1„30, °e " . . 41�r 32 1 "6PEN SF��� 2 r — —s—„— RIW) w. „ I I r � 20f 6, P63811 k • N� \ a 38J6 SHEET 1I . • 390�I �n IR�� a TYPICAL ROAD SECTIONS NTS NOTE: OPOSED LANDSCAPING TO UTILIZEPROUTER 3" OF PLANTING STRIP R�1Y PER 3" CLEAR ZONE REQUIREMENT clt R7W 11'' POINT OF �y 4' CONCRETE 3' CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' 4" CONCRETE / -2 MqX SIDEWALK I LEAR ZONE SURFACE CLEAT R ZONEI SIDEWALK 2,� MPx EXIST. GROUND\\ EXIST. GROUND 2X 2Z 2$ 29 6' PLANTING °•• STRIP 6' PL7RIP 4" VDOT 21A �s' wOT s' DOT STRIP 4" VDOT 21A STONE BASE STagJE BASE SUBBASE 21S70A5E STONE BASE EXIST. GROUND i Q 5 6 82�.5 NE SA 6 5 1 0 EXIST. GROUND 91 91, 9 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING) 29'FIC-F'0 54' 'NOTE UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD NOTE: TYPICAL NL'ICHBORH00D STRFFF SFCTION (54' RI)V) TRAVEL LANES WITH PARKING ON ONE SIDE LOCHLYN HILL DRIVE CS-SSAR RESIDENTIAL JfdrX P U.Fff SUBDIVISION STREET DESIGN SPFA'P- 26' MPH "Ylb NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP R/W PER 3' CLEAR ZONE REQUIREMENT C/L RAW CG-5 POINT OF CG-6 1I 4" CONCRETE 3' CURB &GUTTER FINISHED GRADE CURB & GUTTER J' p.� SIDEWALK �cLEAR ZONES CLEAR�ZONEJ PX SURFACE I I 2) M EXIST. GROUND EXIST. GROUND 2Z 2Z 2R 2% 6' PLANTING •'•• °, ' STRIP 6' PLANTING 4' VDOT 2fA " wOT B' w0T STRIP STONE BASE S1AE BASE SUBBASE STONE EXIST. GROUND 5 s B2 BASE VAREXIST. GROUND VAR 9 9 9 (7RA VEL LANE) (TRAVEL LANE) (ON -STREET PARKING) r 29' FIG-F/C ' VAR. 'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W NOTE: TRAFFIC ON THE PROPOSED ROADWAYS ARE CREA TER THAN 7000 VPD TRAVEL LANES WITH TYPICAL YVMr6HB0RH00,0 STRL'L'T SUCTION TAR. R/yYJ PARKING ON ONE SIDE PEN PARK LANE GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH ROAD NOTES 0 IZ•TS OF 46 2- R CURB " d 1 "• 1 r .a 7" 0 Ill -6" 2' DOT 21A STONE BASE STANDARD CG-6 UNDER CURB & CHECKED CURB & GUTTER BY VDOT PRIOR TO PAVING NO SCALE AND/OR BACKFILLING. •. • iY.V MY�MY�MY • �Y�MY • �Y�: i CONCRETE SIDEWALK NO SCALE . SURFACE COURSE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -INTERMEDIATE COURSE �11111111111111111111111111111 •I••• •I••CY..•I••• •I••• •I••• •I••• • i COMPACTED AGGREGATE�=ilk.�•il�.�•il�.�•il�.�•il�.�•il�.� BASE COURSE, VDOT #21A OR #21B DEPENDINGON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS^ COMPACTED SUBGRADE ASPHALT PAVING• 1, 1 NO SCALE ;`:irr::��. / GRADING 1 s 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARD CG-2 STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL NO SCALE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED PAVEMENT FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. OF THE AGGREGATE BASE MATERIAL IF THE SSV VALUES ARE LESS THAN 10 THE C 0 W . e t o TRIP GENERATION SCALE: 1" = 150' '� . '�♦fin-a� T•�• a� ':;�✓'Iw „a'-e'� � "a�►�'�g�_ I1 � ICI -. nili a r U so 4, �' ✓i F 0 Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Lochlyn Hill Drive 285 2 305 4 4 10.62 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Pen Park Lane 795 2 815 4 4 14.05 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Evanson All Elli All vanso Alley & e ey 103 2 123 4 4 7.46 S M-9 5 2 2 25 BM-25 1* 2 25 21A 8 0 6 11.55 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED GENERAL CONSTRUCTION NOTES FOR STREETS ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES METHOD OF CORRECTION. AT ROAD INTERSECTIONS SHALL BE REMOVED. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER COMPACTION BEFORE BASE IS PLACED. BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR Ill PRIOR TO PLACING AGGREGATE BASE. CONSTRUCTION. DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE A MINIMUM COVER OF ONE (1) FOOT. AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR VD-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 ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE STREETS RIGHT OF WAY. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ALBEMARLE COUNTY 5. INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE GENERAL CONSTRUCTION NOTES ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). BEING COVERED. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SHALL CONFORM TO VDOT STANDARD PE-1. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH PLACEMENT OF ROADBED BASE MATERIALS. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE Q 8. ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, REQUIREMENTS OF THE PERMIT SHALL GOVERN. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 9• ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE CLEARING, GRADING OR OTHER CONSTRUCTION. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. AS SOON AS POSSIBLE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, A. 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, /T /S DEEMED NECESSARY IN ORDER TO DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR STABILIZE A DRAINAGE CHANNEL. 12. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS TRAFFIC CONTROL DEVICES. SHOWN ON THE ROAD PROFILES. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING PIPE -CLASS Ill. THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO ELIGIBLE FOR STATE MAINTENANCE. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. NOTE: EVANSON ALLEY & ELLIE ALLEY SHALL INCLUDE A 1" BM-25 BINDER LAYER OF ASPHALT I INSTALLED OVER THE 8" STONE BASE FOR CONSTRUCTION TRAFFIC. THE FINAL 2" TOP COAT IPHALT SHALL BE INSTALLED AT THE END OF CONSTRUCTION. TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 22 SINGLE FAMILY (14 DETACHED, 8 ATTACHED) UNITS - CODE 210 & 230 ADT: 180 VPD 90 ENTER 190 EXIT AM PEAK: 14 VPH (4 ENTER 110 EXIT) PM PEAK: 19 VPH (13 ENTER / 6 EXIT) PRIVATE ACCESS PRIVATE ACCESS EASEMENT CIS POINTOF EASEMENT I FINISHEDGRADE I x/4":a' EXIST. GROUND CG-z CG-z x"ASPHALTS/NDER 8"aaASTONE EXIST. GROUND EXIST. GROUND 3' TYPICAL PRIMATE ALLEY SUCTION DESIGN SPEED LIMIT 20rrcrsp& NOT TO SCALE INSPECTIONS NOTES 1. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. EXIST. GROUND No. 35791 02/08/22�� ZONAL z z z W W W 0 0 f a O O O Z O m N O 0 Z U U U U O O Q � IY Or u .U)-i LU z w w LU > > > L9 ZM N M � Q N J C) LL. J 0 W N f--1 Q ° Q W p „� oC ° J0o Zw J Q J z � o L~L L L] L9�--� z U 0 0 LU _j z Q z� U 0 a W U I..L ♦-1 LU N J W J 0 L L] = -I E ~ Ul z Q U OD COD U) ^ Y w U I- w Ly O N Z .__I J J/~ vJ o a 0 Wa w a 0 U x O O O U N „ O W W j U °° 2 U) JOB NO. 112062 0 ° SCALE AS SHOWN o SHEET NO. n 7 s CCI2 NOTE• COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING- CC-12 NOTE 1 COMPONENTS OF CURB RAMPS CONSIST E THE FOLLOWING CG-S YDIXURB WHEN CEMENT D (CG-2ES" (DEPTH IN LINES. AREA W SQUARE YMDS) GENERAL NOTES: DETRAULIC ECTABLE WHEN EMENT SIDEWALK REQUIRED GGE2SURFAOREPTH A INCHES. MEA N SOUAREIYEA�9I SQUARE YN20$) CURB WHEN REQUIRED (CG-2 OR GG-J N LINEAR FEET) OMB WHEN REQUIRED ILG2 OR AREA N LNEM FEET) GENERAL NOTES: DETECTABLE WARNING ITEM IS SEAR BWA9ETMYARDS) 1. THE DETECTABLE WAR WARNING SFMLL RO PROVIDED BY TRUNCATED DOMES. EACH OF DE ABOVE ITEMS U A SEPARATE PAY ITEM AND SH00.0 1. THE DETECTABLE WARNING SHALL SHALL E PROVIDED BY MATERIALS TRUNCATED DOMES EACH OF THE MOVE REM: IS A SEPARATE PAY ITEM AND SIKKRD SE WMMMIZEO FOR EACH LMB CUT RAP. BE SUMMMREO FOR EACH CURB CUT RAP. NOTES: 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR 2. DETECTABLE WARNNG SHALL BE FROM THE WE LISTED APPROVED LET FOR DETECTABLE WANING :THE SP UL PRODUCTS NOT LISTED SHALL MEET SDEWALN RAMP 12-1 MAX DETECTABLE WARNING O STHECES. PRODUCTS NOT LISTER 12 DE MEET SIDEWALK RAMP pn 4A% THE REQUIREMENTS OF THE L BE S BMITTED T FOR CC-12 STA DETECTABLE 48:1 MAX THE REQUIREMENTS OF THE L BE S MATTED N FOR STUN DETECTABLE 48:1 WAR 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. WARNING DESIGN S AND SHALL BE SUBMITTED TO TIE STANOMDS AND WARNING SURFACE MO SHALL BE SMARTED TO TIDE STANDARDS AND \� SPECIAL DESIGN SECTION FOR MPRDVAL. \. SPECIAL DESIGN SECTION FOR APPROVAL. 4 2 4W0 PSI IF TBE O AJ IF CART N PLACE, 3. SLOPING SIDES W CURB RAMP MAY BE POURED MONOLITHICALLY WITH RE WITH NAME 4' S. FLOOR :DES USING CURB RAMP MAY BE POURED MJOINT WITH RE WITH R AR 4' FLOOR OR BY APING PERMISSIBLE CONSTRUCTION PR JOINT WITH RM BA BURLS. ""�� FLOOR OR BY USING PRECAST HBLE CONSTRUCTION JOINT FOR OWL BD BM85. �' J. OF NO FEE CURB p GUTTER HAVING A RADIUS a. IF MR FLOOR 5 PRECAT, HOLES MUST BE PROVIDED FOR DOWEL BANS 50 B j� a. IF RAMP FLOOR 5 PRECAST HOLES MUST RE PROVIDED FOR DOWEL BANS 50 0 ]� OF NO FEET OR LESS (YANG FACE E CAB) MAX MA% P D .1FLARED.1 SHALL BE M i0P AS RADIAL COMBINATION DN THAT ADJOINING FUMED 906 CAN BE CAST N RAGE KTER PLACEMENT OF O THAT0 S T N AFT R T F O 9 E CAN BE CAS RACE E PLACEMENT 0 PRECAST MAP FLOUR. PRECAST CONCRETE SHALL BE CLASS A-L. PRECAST RAMP FLOW. PR T CONCRETE MS A-9. CLIMB IN WTTER. TYPE A ECM M ECA9 W cRE E SHALL BE a TYPE A 5. RETUNED BARS ME TO E N0.5 X B" PLACED 1'CENTER TO CENTER KAC 5. REQUIRED BASS ME TO BE W.5 X 8" PLACED TCENTER TO CENTER ALONG 4. FOR IRE WITH STAR OF OPEN-ORMED GUTTERDRAINAGE BOTH SIDES OF THE RAMP FLOUR, MO-0EPTN OF RAMP FLOOR. MINIMA PERPENDICULAR BOTH ROES OF THE RMP FLOORMD-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR LAYER, THE BOTTOM TE TIE CURL M GUTTER CONCRETE COVER 1%p'. CONCRETE COVER 1'/t'. BE CONSTRUCTED PARALLEL TO TIE SLOPE 6. CURB A CURB AND WTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS rm BRAISE COURSES AID TO TIE EPTX OF 8. CURB / CURB IN WTTER SLOPE TR /CURB ADJACENT TO CURB RAPS TXE PAEMENT. ARE INCLUDED IN PAYMENT FOR CURB / CURB ANO GUTTER. 5'MM ME INOLUDED IN PAYMENT FOR CURB / CURB MD WTTER.7. CMS RAMPS ME TR BE LOCATED AS SHOWN ON TIE PLANS UR AS DIRECTED 7. CORE RAMPS ME TR BE LOCATED AS SHOWN ON TE FILMS OR AS DIRECTED •5. ALLOWABLE CRITERIA FOR THE USE E CG-6 '{ `� IS BASED ON ROADWAY OLABSIFICATION ANDBY THE ENGINEER. THEY ARE Tp BE PROVIDED AT INTERSECTIONS WHEREVER 1T;1 Y 1 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER MM=- WE ` DESIGN SPEED AS SHOWN N APPENDIX A OF AN ACCESSIBLE ROUTE WITHIN TIE RIGHT DE WAY OF A HIGHWAY FACILITY A AN ACCESSIBLE ROUTE WITHIN TIE RIGHT OF WAY OF A HIGHWAY FACILITY 2" R THE ROM DESIGN MANIA IN THE SECTION CROSSES A CURB REGMOLE55 DE WHETHER SIpEWAK IS EXISTING. PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS E%ISTINC, PROPOSED, (nT ON CS URBAN STANDARDS. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NAEXETEM. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS tt AS SHOWN ON RAPS OR M DIRECTED BY THE ENGWEER, AND SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B LOCATED REINING VEHICLE STOP LINES EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHDLE STOP LIES. EXISTING LIGHT POLES. FILE PARALLEL PARALLEL UNOBSTRUCTED DROP INLETS, ETC. AND RE STANT PROVIDE A TING ALL MOBSTRU DROP INLETS, ETC. ACCESSIAND SUP BLE ROUTES PROVIDE CO A COG ALL D AACCES�LETELDEMEws biE A FACLITTYTHAT Cµ TBE AIPPRO CONNECTING v<y6" '( "1,'v,�V%SV,S,•NP%, l'1M9p ACESSB ETELDEMENTSEORRA FACILITY THAT CM TB AAPPROACHED.I ENTERED v(v y' Z'4R"i�i�r`5$;,.,V'T���,av^�I�1•a E� AND USED BY PEDESTRIANS. D'+V r�.yN l/11 1',�� V !�''7N%"vyjy, MO USED BY PEDESTRIANS ,r ASnyerb6.6Ya.1FA'�y'•'6 iY'�j,1VM,�j�, ,IdX ..' - <,vr 5. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT %(" ''aMMR' 17"MA1( V"'A't1tlAV,'0%P'N„I 121MIN( B. RAPS MAY BE PLACED A RADIAL IN HE UNITS F THE C PROVIDED THAT ' Atit'/N THE CURB OPENING S PLACED WITHM THE UNITS OF THE CROSSWALK H2O �� TIDE CURB OPENING IS PLACED WITHIN THE UNITS OF THE CROSSWALK MD N THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS T 1211 NO ;� THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS T 12:1_�AN • D D D • D • D PERPENDICULAR TO THE CURB. 5JIM\i- X GXM PERPENDICULAR TO THE CAB. SgIN\1- X••W M�` - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAINCANNOT 9. TYPICAL CONCRETE MEWAK 15 L" THICK. WHEN THE ENTRANCE RAORCANNCT D D C e D TRAFFIC ACCOMMODATE THE TURNING REQUIREMENTS COMMERCIAL ENTRANCE'(HEAVYEAVY T� 4'MN CK TRAFFIC. WEERCOMMODATE TO STANDARD E 7URNING ECG-1S.COMI.ERCIAL ENTRANCE ENTS OF ANTICIPATED (HEA (HEAVYUCK "ANUS AT X . Y' HIGHER THAN T AT X T' HIGHER THAN TRUCK HOMED) FOR CONCRETE DEPVN T EDGE OF PAVEMENT TRUCK TRAFFIC) FA CONCRETE DEPTH. \ EDGE OF PAVEMENT • D D ! D ! D • D 10. WHEN CURB RAPS ME WED IN CONJUNCTION WITH A SHARED WE PATH, \ AT XX .SAME AS TOP E CURB 10. WHEN CUB RAPS ME USED IN CONJUNCTION NTH A SHAPED ME PATH, \ AT XX .SAIAE AS TOP OF CURE THE MINIMUM WIDTH SHALL SE THE WIDTH OF THE SHARED USE PATH THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. _ - - - - - - - - - - 11. WHEN ONLY WE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (OIAGON&L TYPE C 11. WHEN ONLY ME CUR RAMP 5 PROVIDED FOR TWO CROSSINGS (DIACONAL), TYPE C - A 4'a 4'LMDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR A 4•X 4'LADING AREA SHALL BE PROVIDED TO MAELWR A WHEELCHAR PARALLEL & PERPENDICULAR THE BOTTOM OF TIE CURB MO INTO THE CROSSWALK WITHOUT CONIC INTO E TRAWLWITHOUT WAY. THIS 4' a C INTO THE CROSSWALK WITUT GOING INTO THE TRAVELWAY. THS V A - LANDING 2'-q1 WTTER MY BE CONSTRIlCTEO LANDING AREA MAY INCLUDE THE WTTER PAN. LANCING AREA MAY INCLUDE THE MITER PAN. PARALLEL TO THE SLOPE OF TRUNCATED DOME vs TRUNCATED DOME SUBBASE GORSES HONDEO A 12. ALL CAPS WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF m 12. ALL CASES WHERE CURE RAMS INTERSECT A RAXAL SECTION OF a .H--2.9" C-C .e'•-2.4" C-C MINIMUM DEPTH OF 7" CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE d CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE TOMS AREA MAY BE CONCRETE S MANTAIEO. WASHING SURFACE SHALL HAVE A FACTORY RADIW OR BE FIELD O o O O O z WARNING SURFACE SHALL HAVE A FACTORY RADUS OR BE FIELD R Olooz AT TH: OPTION OF THE CONTRACTOR-MOOFED AS RECOMMENDED OY THE MANUFACTURER TO MATCH -NODDED AS RECOMMENDED BY THE MANUFACTURER TO MATCH TIE BMX OF CURB. �0000 0000000 THE BACK OF CURB. A 0000 O R O 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000 0 0 T OO O O 000 0 0 0 00(j 0 0 0 0 0 0 0 0 0 0 0 0BOX 01 Of BASE CMEi R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X-fi5K OF BASE DIMETER0 0 0 0 0 0 0 0 0 0 0 0 I- DWJETER TOP DIAMETER DETECTABLE WARNING DETECTABLE WANING SEE NOBACTE ROF CURB BAY OANETER I VARIABLE FULL WIDTH OF RAID FLOOR I SEE OTE 12.WRB BABE gANETER I VARIABLE FILL WIDTH OF RAW FLOOR PAY COATIS PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETECTABLE N WARNING `I SREFERENCENI �VCx]T SREFIERENCEN SPECIFICATION II `VC)CTF ROAD AND BRIDGE STANDRDS CC-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE COMBINATION 6 CURB AND GUTTER ROM AND BRIDGE STANDARDS SHEET t OF 5 WV190N DATE (GENERAL NOTES) 105 SHEET I OF 5 WV190N DATE (GENERAL NOTES) 105 105 REVISION DATE SHEET 1 W 1 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 WAIS 502 5E VIRGINA DEPMTMDN OF TRANSPORTATION 2010J VROUND, DEPARTMENT OF TRANSPORTATION CG-9D CG-2 CC-11 Wlpil I I I LIMIS OE PEDESTRIAN F" LIMITS OF PEDESTRIAN ESS ROUTE ® - ® MESS ROUTE NOTES: I I I Ai WI STREET APPROACH SAME SURFACING GENERAL NOTES NON -TRAVERSABLE 1. THE REM MAY BE PRECAST OR CAST IN PLACE. (R s TO BE AS SHOWN ON PLAT6l a C AS MARINE ROADWAY (SEE NOTE 6) C UNSAVED SPACE UNPAVED SPACE 2. CONCRETE TO BE MASS A3 F CAST IN RACE, IOW P51 IF PRECAST. 4.OF 2• R / 1 R i.µpllwATLORNPLANS) 1. WHEN M-116 USED FOR STREET CONNECTIONS THE CONNECTION MOST BE DESIGNED IN ACCORDANCE WON AARITO POLICY AND THE APPLICABLE REQUIREMENTS ilE VDOT ROAD DESIGN MN(UAL.INCLMING SIGHT DISTANCE REOUREIENTS. WIDTH OF 3. CURB HAVING A RADIUS OF 300 FEET OR LE55 CURB (ALONG FACE OF CLIMB WILL BE PAD FOR AS RADIAL CURB. / / P CG-e RSENOTE 7) 2. WHEN THE ENTRANCE RID( CANOT ACCOMMODATE THE TUNNNG OF HEAVY RUCK THE DEMENTS MW" It TIE DEPTH FOR SDEWALX M CURB RAPS® PS4. THE DEPTH OF CURB MAY BE REDUCED AS MUCHHTRKFlC. A5 3" Its" DEPTH( OR INCREASED AS MUCH AS D.' T D' SIpEWAN I %SR=UN w WOODEN THE LNIIS OF THE RApSH0U.0 BE 3" 121" EPM) IN ORDER THAT THE BOTTOM I I - (SEE NOTE 2) TOONE55 INCEASED TO P'. RI NON -TRAVERSABLE .1 LIWTS OF PEE T ROUTE CE55 ROUTE E CURB CULL COINCDE WRH TIE TOP Li A .:e• .:e'OL COURSE OF THE PAVEMENT RESTRUCTURE. p,��DT"" OTHERWISE THE DEPTH 5 TO BE 18" AS SHOWN. ♦ NO ADUSfIENT N THE PRICE BO IS TO BE N/DE .:e' ..A FOR A DECREASE oR AN INCREASE N DEPTH. p•:•p.:•p ---- E%PANSON JOINT IE%PAM}A o''DINT 3. OR N UM) E W NL FILE ON AINCTION M STANDARD CO-3 STMOMO 5 TO BE ADJUSTED TO MATCH TIE MOUNTABLE CURB WIFlO4RAl1OLPEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE i SURFACE 5- CG-2 S TO 6E USED pl ROADWAYS MEETING e• .:e --- NOTE: WIDTH "B" 2'-0" OR AS A' MMNE4E ROADWAY 4. SEE STANDARD CC-12 FOR CURB RAP DESIGN TO E USED WITH THIS STANDARD. THE REOE(EHENTS FOR CO-8 AS SHOWN N H . • . • :MOWN ON TYPICAL SECTOA A� ADDITIONAL RIG4H-OF-WAY IS REOJED F THE LIMITS D D D APPENDIX A OF THE VDDT ROOD DOOR WOUNI :,� I -. I IN THE SECTION ON CS URBAN STADMW. A A• 5. OPTIONAL FLOWLEE MAY WOUIRE WARPING OF A PORTION OF GOTTEN TO PRECLUDE FORCING OF WATER. OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PREOSEO VOOi RIGHT-E W H� ts"„I . p•:%p.��p PLAN VIEW ;''. ;•BASEENTRANCE NOTES e. D.;' ;' D.INMNKRE ROADWAY SLOPE S. PLANS ARE TO NgCATE WHEN CONSTRUCTION OF A FLOW 11H PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ,' - UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . p, • �. PATH CANECDNO ALL ACCESSIBLE ELEMENTS OF A ' °' i i p"!b.p A 10 PMABDLC CURVE EDGE OF SHOULDER OR B'Y �• D LINE 5 REQUIRED TO PROVIDE POSIDVE MANAGE ACROSS TIE ENIILANCE. HALF PLAN A- FACILITY THAT CAN BE APPROACHED, ENTERED AND -e. 1:. >. 'e' .'e' . OPTIONAL FLOW LNE SLOPE CHANGE ® - _ - _ 7. MARLINE PAVEMENT SHALL BE CONSTRUCTED TO THE USED BY PEDESTRIANS. e.e • I�..I -_-- _--- ---- D R/W LINE (EXCEPT MY SLBGRADE STABILIZATION W IF PEDESTRIAN ACCESS ROUTES E ME BEING `•" ae I I X' PAWS 9L8BI� MAWEIME ROADWAY BX MAC _ - p OHWnEDOFOR MAINUME N THE ENTRANCE.) EMENT N11CX CM BE PROVIDED, A MINIMA 4' TRAVERSABLE WIDTH IS SLOPE CHANCE ® - - REQURED WITH A MAR. 2X. CROSS SLOPE. SECTION OB-B 0. 6. RADA. CURB E CONSTRUCTED CURB AND GUTTER 6• D SHALL NOT BE CONSTRUCTED BEYOND THE R/W ONE WHEN USED N CONJUNCTION WITH SINS p,"A = EXCEPT FORE AND MMEM PURPOSES. STAIN OR LG-T, S CURB FACE ON INS 21_O.1 0,•, 20'MINMM FE 9. TN DESRIBLE AND MA%IMOM ENTRANCES GRACE CHANGES STANDARD 5 LE U MASTED TO MATCH I�--� D" ME USTED N THE M OWA E ENTRANCE GRADE TIDE MOUNTABLE CAB CONFIGURATION. p,• : p, SURFACE 5'MN. COMMERCIAL ENTRANCE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET UIPAVE9 BIEYIALK SPADE PMAOLIC A . CURVE • o, • : .: .: • .' ® CONSTRUCT GRADE MANES WITH A PMABOIC CURVE. CONNECTIONS. e. ALLOWABLE ENTRANCE GRADE CHANGES ., e. _ • p.' D.' D. NORMAL WTTER ® ® --- -- ® Y Y . e , p. -. �. 9 �e.'. _ � SECTION A A - A. .e. •o.e. .M'. I �. p.: ►.:gip. 4.4.= bQYpgg 4L0X TO NX CHANGE .......... 9b 4q pe S4�e e: ab�;e:BY 4e • 6" SECTION C-C AGGREGATE BASE CLASS P3 (.E.S.I CONE. �B TYPE ISIZE 213 o•-n•• -- 5'-0• 5'-0" ® POINT OF MADE CHANGE r••e•�•• 8" C. • 1"d ENTRANCE VOLUME 1 GRACE CHAFE OE9RMLE NA WM HIGH MORE THAN IWO VPo O X 'X MEDIUM I 5KXL S!X 1 5% LOW ILIESSNANNOVIRD 1 989 SIX 'M' '�' NOTES ALLOWABLE ENTRANCE GRACE TABLE S NOT 12% MA%.SLOPE •M. FOR CURB MD GUTTER ONLY • -e. •>. 12 CITE p, L, w .L'. •p'• APPLICABLE TO STREET CONNECTIONS i % t2 X MAXIMA INCREASE SLOPE AT MINIMUM 10' INTERVALS BOLT FOR SIDEWALK. 1CONCURRENTLY CURB AND GUTTER Y Y N X 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST O'INTERVAL AM 8 X MAXIMUM DECREASE FOR SUCCEEDING MU" 10' INTERVALS ACCEPTABLE ALTERNATIVE SECTION A -A IF CURB IS EXTRUDED SECTION C-C SECTION DID �VDE]T SPECIFICATION SPECIFICATION ROAD ND BRIDE STANDARDS STANDARD ENTRANCE GUTTER REFERENCE REFERENCE STANDARD 6" CURB ROAD AN MINE5 STANDARDS METHOD OF TREATIENI CONNECTION FOR STREET INTERSECTIONS SHEET 1 OF 1 REVISION DAIS 502 105 REVISION DATE SHEET 1 OF 1 S02 AND COIII�IERCIAL ENTRMICES REV 8/07 07M VIRGINIA DEPARTMENT OF TRANSPORTATION e402 MGM DEPARTMENT OF TRANSPORTATION 2p3.pJ ACSA GENERAL WATER &SEWER CONDITIONS zpLot vXttaWA DEPARTMENT OF TRA6PORTATKN 2DS.a i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-700i). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS (3 5) R AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2074 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B24"VIN B- INITIAL BACKFILL 824 81. YIN MIN. MIN MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4 MI UNSTABLE B 8. a 6 $OIL\ MIN MIN s MIN MIN. g68 STONE RANULAR FILL AS APPROVED BY ACSA // ST L -L Y OCI(' Z STABLE SOIL OR ROCK'' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 tI ADJUSTABLE VALVE BOX W/ LID z -s 2 u a z n a M.J. GATE VALVE WATER LINE 4 b 1 2500 P.S.I. CONCRETE A, e 2'% 2' BEARING AREA. THRUST BLOCK d -. a. a e < n e a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-2 TD-B 1/8 BEND DUAL SERVICE SINGLE SERVICE MOLE: 1) SADDLES SHALL BE USED M PVC PIPE. '• "'NPRESWN a 3/l" VILE PIPE COUPLING PPOVEO EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERMCFS Y R ^'IMM WON . 31e MA N£ PIPE COL,RUNG PPROYED EQUAL _01, USE ON CETAQUED S.C. 1.11 TESIDENTM SERMCE WHERE AN IRRIGATION METER IS NOT MEMBER. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ID-10 COVER LIFT NOTCH 14 1/2" 12 1/2 3/8" 2" WATER CAST IRON LID 77418"METFR BOX FVRLe 1/ p 1Iry ^, ti .L 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 10 I I 10 5' 111 ._. 1 1 1 5' 1 1 F WATER SEWER 3 A o p tt £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH DI 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 6' MIN T 2' TO 10' (270) 19"-22"VALVE BO% 7 CU, FT. p68 STONE 42"MIN 6' GATE •".e VALVE H 5° % 8° TEE 2500 P.S.I. CONCRETE BASE AND THRUST •'•; IH ' 3 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 CATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL M.T.S. FIG. W-4 TD-8 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 25 �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4. 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 45'00" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-13 TD-33 Alipmer l: LNhhn )➢R Drive -Nicholson Sheet D.,,. oo: DexnPMw SmUm NaMmg Fagg PC, 8.61.611 I9NOW 19446969 RP 18860.746 19D90636 P T 9-88.9M1 1915 66 19990 3 C mW M<DW FD Pamm�v {'Moe P..\Maim DeIW 24°05'327187" Tye: R[GHE Radim: 296.500 12L690 Tmgm: 63.281 NEW Or. I-dd: FimrvM: 6.679 I (me. @])l W7 Caren: N87°3T 26.1827E N87' TM9Ee91BBa DesulpWa PTSaOoo Nonhleg IF S. IIHEIN 19152746 19990636 End: vH'al B8 191505% Z200029U T.RRA @3 hramnv Vake P.. VWe UCIRS 12494 Cori-. S8VO5'3I UWE Dn fixmt SM6m QMXEUIAU NaMmg F+HMu PC: 104,00.7I8 1915DM TEND w MI I89574W 19968.502 PT 12-49033 IS983659 XURS27 Pa-. Vaix Lgmv GEm'e Dam PFFAACew Valor Cella: 72° IT 53 742V TSpe: RIGHT Redim: HIRLin Lmph'. 247765 Taogmt 141097 \6d-Ord: 37.W EUCCI M.6M Ch d. 251MO Came: 341°4W527252'E Alignmem: FT ALLEY 1)Rscrip0an: Tangent Data DesoAI PTSMatien ]onhwg Eas! g Sun'. 10+00000 19265440 201'_8.933 E.d 11,22,355 19111398 20237179 imcc(PDi WuRat. TWe P.Fu. VWe LmgW: 122355 C., S52. IT".533VE DenrlpWe Sinew Cm'e PaiMDam NoMleg EMWg PC: 11-22355 19211398 2OD7179 RP: 1877TM 20008743 PT: 11Q7336 19193094 Dam 2028/.280 ParammF VWe CimdaF CUFF PUM.Nr Valle ESP, OR' 25'43.9987" TAP,: MGM LIA,N 54991 Tmgevo 27519 MV-Ord: 0771 EURDVl 0.772 Chad: 54952 C., S 58° 59525343" E imcutD= D..ipW. PTSNHon xFRMDg EasOng Sm I1+)7 336 19133094 202841:0 EDI 11+98017 19VL465 2030132 TR9gm1Dm TDuDIA r Palo. PaFw. Vahe LengHh: 20.691 Come: S55. 47'00.5349"E WP 2 -AMMgUmeIM: PEN PARK E4NE EA1SL Description: rF1�T ^(\j, TH Optt ' �'�C'� ! �� S.0• imt�+H3E t�lgtil� WxripWv Bdl PT Smtiov 17-67M5 N-33 19296_507 198J680) Emting Q End lli].5Il 19 20357932 M,. T_adgmPData SCOTT R. LLINS'Z Paravnv VWe Parmnv VMae CDT Lmgm: 5]9Na caarae: sb2°lo•SzsH2-e u No. 35791 IE C, Rxriptno SmMao Lw:ePov„nAa Nonhug Fi,Hng nn 02/08/22��' PC' 17-67.521 19E86507 20357932 VQ 90266J1 PIG19130.5V PC: 19S1.B81 1 8) oEURRANN :N61.916 lss l TONAL E PaemeLn Valve ci,mdx cut'. PaeoAs {'Live Delm: 56°574858_;' TNpe: RIGOR 1 ' LY,N 95360 23.783 Cot Mw`0V EAC 27.0570 Clmd: 187313 Cvnne: S33°3P SH2913"E Tm.m ON. Description PTS.a Northing I Piz' S.. 19-62.881 191305S7 20461916 EM: 21-26AS6 IS967656 20476750 TmRmt Daa Paruere {Halve P.H.. VMm LegM: 163,04 Caune: SOS°12'063279"E Alignment: Evansoo AIMy U') U) U) Decription: Z Z W E Z W f Z III_ f Descriptin PTVkNA S n NiM2 EaRbg O 0 O O O SixC 10FOCOOD 8N 1913L 20059,293 d � U U u End. 10-78,192 19202.331 2002,222 In Tmgeatn,m D� P... VWe P.. Valve LFRRID 78.192 Come: N25°43'27.3C' z W DO :5 _ :5 Q Q Curte PviotDw U) DF.Id ev S UNA. NI HMI ENWg Z PC. 10+78.192 19202.33) 20092322 O Q QI R^ OC RP. 18983317 20542668 � d cH d PT: tI+IT E91 19235.86E 20110,551 F� CienHMr C.m'<Dm > Z p p p Parameter VWe Purnely Valle LU 04'UP 49.6343' Type: RIGOR � � � Radius: 500000 u ^ _ > ­ID,IGI > _ > L"'Ird, 39.00 T&I MEN) W W W M IFORI 0382 EXRCDD 0.382 LL (Y Chmdo 39089 C. N 2T 57' 52. 1824'E � cuJIM Lu DARIO&. PT SIae W NOHhhg EaMiq SUHL 11-17991 19236,862 20110551 SIDI 11-52.98, 19267,710 20128.509 ce liogamDM Par+mNer VWe P."R,r VWa Leo2N: 35694 Comx: N3V IT 169995'E De R,dwv S1LWe CmePOVvt DC Northing ELRbg PC. 11-52983 19267710 20129509 BY 19770.801 19264.275 PT: 11+95.V1 19304,IIN 20148.957 P.. Cirtular VWe Curve Din P... Vi N. D,U 01"25'015333" TSPF LEFT Radim: MORN 0 Lmg14 42.186 Tmgmt 2LON MW-0rd: 0222 EXtemal: DIM Chad: 42.183 Course: N2V59'46.2328"E H N IR9gmt n,m N .-H N_ N DesnlPWe PT SmMoe N9FHhg EMER, \LED 00 Scut 11+95-01 1930405 20148.957 EA! : 12+76688 19376722 201869M \ N O N IMPO[D= n PuDDI VWe P.A. Valve e-H CO LF.gH4 91.517 Cootie: NTT 47'154662"E 2016 ROAD & BRIDGE STANDARDS ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING Y2-Y EWE OF EXISING PAVEMENT AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LATER$ PROPOSED ASPHALT LAVERS EMEND SUBBASE PROPOSED SUBBASE ---------------------- COMPACTED suprARADE CONSTRUCTION JOINT DETAIL ® REMOVE EXETING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED MPHMT WIDENING LAYERS ® PROPOSED WNMUM 11/e INCH THICK ASPHALT SURFACE COARSE SEE NOTE 5) A MINIMUM 12 INMES.OR GREATER M NECESSARY TO MUT THE FULL THICKNESS OF EXISTING MPHAT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: I ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN /GCORDANCE WITH CURRENT VGOT PROCEDURES AND BE APPRWED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING $HURL MEET OR EY,C® ME DEPTHS MD TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRNNME OF THE EXISTING AND PROPOSED PAVEMENT SHAL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE A0,9CENT TRAVEL LANE TO DETERMINE THE TYPE MD THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN NO FEET APMT. 4, THE ADJACENT TRAVEL LANE SHALL BE WILLED A MINIMUM DEPTH OF I INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE CCURSE,ALESS WAVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO HE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 8. EXISTING PAVEMENT WARNINGS AND MASKERS WITHIN THE PROJECT LIMITS SHALL E RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OFF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED SING A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTON 315 OF THE SPECIFICATIONS. `V007 SPECIFICATION ROAD AND ERE AD DSTANDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET I OF 1 REASON DATE FOR WIDENING SUBJECT TO TRAFFIC Ds S03.02 VIRGINA DEPARTMENT OF TRANSPORTATION MI EMBEDMENT 8"MIN SPRING 0FPIPEE O NO, 68 STONE - - 2016 ROAD & BRIDGE STANDARDS 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. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. 5-3 TD-34 M � z J ANLL�� <JJ N° O W > o 0 ZW J< _I Lf) ED ° J J `/^ vJ L.L w \ Lu O 0 O Lu CJZ 3 � W NJ LL 0 U T W O U ~O a I J zo � T z O ` Z U) J z w Z C7 w U Z w � O N z N LL H _ j J O J � o wa ° a 0 U X V ° s O04 U y c LU O W W j u Ei LED 3 ° JOB NO. 112062 0 ° SCALE AS SHOWN o c ° SHEET NO. n 8 0 N s 2831 503 3 _ N + D 603 (PLAT) /AT)`Structure Area )CwPqV (AcresRTE PHASE IV STRUCTURES 202 0.20 0.50 442 204 0.09 0.70 42a3 206 0.37 0.50 1 208 0.39 0.40 1 - � I _ i _ ° I° _ I I � 9 I II 3_ I ° ' a I I I3 I I 1 3 r IM O I 4' ? 4 r 3 r'. DIZ 3 °3 e I I I I-A I ° I V IA \ v \ _ I I - A I _ � . I I EI A _I _L_-R II N L - D - _® ZA C � HO _ -AMN NAI_ N� DR G ' : U -S - " � E "' ® S F Z . � O' PN I NS �. s/ R \ - _ 4 - I � / / ` \ ' �v � 1 / 7\ ` � \ � � ` \ , � \ - \ �- /2 .�7 l W • I / 3 S - M ' 7 9W � '\ / � \ / \ . N ' / 1 ` R /' I � I I � 4 � / � 2 V i 4 / /or \I � 0 ` \ - w ' k � \ v / � •- ' V- y> / _ / - � \ �- \ -/ vV/ \ v / v ! / o V � A � N / a � y \ ( v / v A _\ v\ v v � sA v 2 v 2 \ v 8 A �v4 . - �_1 9 � %\ .2 v - @ \/A 1 l \ vam /N v_ � / �° 9 � v � \� / • - T / L / I 210 1 0 0 . 1 0 0 . 6 3 2212 0.30 0.50 214 0.63 0.50 3 423 TG6 -06-)A00100 °� v 216 0.19 0.58 Up T ROBERF & 218 0.41 0.80 5HAARM Lv 220 0.14 0.60 5COLEEA GILLIS ° 222 0.10 0.80 5ZONINGR WP 488-1 USE S1 UNIT CITY OF Chh&L077ESVlLLE 224 0.25 0.40 D.B. 451673 PARCEL APEN-PARK 226 0.04 0.80 1 4 DB 507-42,7, 432 PLATv 228 0.27 0.46 1 61PUBLIC GOLF COURSE i 230 0.13 0.80 442 232 0.15 0.80 °023 r TREES 232B 0.35 0.46445. TMP 61AO-0 1A-00200 oo V PARKER 234 0.06 0.80 236 0.28 0.45 11VARKER 4 238 0.37 0.40 I USE: SFUNIT 49.7 240 0.46 0.40 D.B. 242 0.23 0.68 244 0.14 0.63 230 I 214 STR 0.10 0.40 Tc=o.3.6 214 D A 0.06 0.45m Tc=o.i5 hrs. (ioo'i Iw at 6%) pE214 YD B 0.10 0.45 Tc o.oi hrs. (zoz'of shallow cone. flow at Tc-o.io hrs.-6 min. 214 YD C 0.00 0.45 IMP 61AC 7%) HENRYS DEC,Tc=o.og hrs. (6z'of overland flow at 9%) 214 YD D 0.26 0.45 5£N Tc=o.oi hrs. (1y6'of shallow cant. flow at KATPECK 218 STR 0.16 0.80 5HRwnZON)N R-4 5%) 218 YD E 0.19 0.75 UNIT 42 41218 YD F 0.06 0.75 D.46 131 6x00 220 STR 0.00 0.30 220 YD G 0.14 0.60 /UN LOT22 OUT TMP CIAO- s-1A-00400 MCHAE�CORBETT 4 4168 GRAPHIC SCALE M226 CORBETTLOT21 4,' 30 0 15 30 6043„ STEPS ooD.UBSE4aUNI5T� S 8 E in FE3050.48' t 4 Q 5 5 S c�4Z 5 5 5 5 5 5 5 S 6 6 9 5 55 5 5 5 5 5 5 5 . 0 a L L I NSSC0TT R. .0 No. 35791 3.5 02/08/22 3.5 1, .0 -N .0 .0 .0 .0 .0 .0 .0 3.0 3.0 .0 IV')rr WWW .0 o zV)O O O w.O VI � .0 >Z 0 .0 o 0 0 .6 Oz O r rr r Fa aF- .0 > z o 0 0 Ww w III .0 .0 > > > W W W .0 .0 Lu .0ce .0 .0 .0 .0 .0 .0 N 120 ®/ / \V i�s 2 \ \ \ � \\p� -1 / �`J'\ - v ,-. ` N-"� ✓ � -1- � \-/ Ac0 4 __��f 'i/s M a 6y �c� �� f� / � � � 9 __ __® $ � I 1Ib � _ - I _ I \ /2I � S b � I �/ - _c�I� *- � _ i - _S /b/T9I�M3 P3 + yI\ ,� 3 / V_ 3 _• AI \ / IO _I /_--0.�I3a 6 �-M , M � ,' II/ /1 A/ 3 B / / - - _ 0 I �' 3�0 _ _0/ A /- ( °°P./0 ,./ /LA° - / /A\ � / -/ v / ✓ / .i I /\ / I / I A /- I % I/ l //� N' • ^. e_ / �-� /// � � n6 , <� �� .n U . � � W ✓W?Or KC/7/oH JyWW�Z .,/W�- / / WWWw�wW /f/ °, - , °ij w/ WvWWI/�F � k •"/ /� 2 � �sW✓W '�r% , /.3/ar / .wwWWWW o 1/ , /4 .+ W: v,//v' % / VaWWW '. / I1-/ ��IWII`L � / WWWWW�vW�I./� ' J I//, I l /I 1 I�j"m-WIWJV YVr/.'• � / i�- / -/I/ WWWWWWmW ; ,/�/ / / ; �VWmy-WiYY r/ ///, WWV�Ww,W�r . //7 -` //� WV/WWWvWWWW 9- ' / /JWWWWwW / vI•, � .--VW•WYYY�,.S1,tlI � ./9WWWSwWvW/ ° l �/ / ,-WWwmWWW�/�YF '' 1/� /j/E �/ ;vW.W_WwWW Sl/tlD% / 9/ / � WW�WWWWJi �- L/ • / f ) /° O // /l_,WWWWWWv/ _ �/ .C . / S-VWWWWWWW_WW 91/ �/ L�o WWWWWwWWr '_- I ,- 3/.•vWyy_Yv rr6 e t- WWWWWWWWA°- / _dWWwWWWWs v�/� ;n�� y WWWWuWW�W p � / 02 WWWW.� 0� S /4v•yW✓W Y9rrr M /j/�. __'WWWv.W.V ly_° /-/' WWVm✓•YY/ \_'•/�s��/b4 .w wWWWW.W M �5 �/ 2�- 3WWWWWWW /v/ . 9 WyyWWi � ��IWW .WWW i . .� , WWWvW / / v. vyWoWV �fYr f• '/M oWW.y ° � /W I N� � .W.WW/d �B � / F/ � \ Wv�Y 'W- \' /N WWWW \V / ' - / W // \ .WLW I� am / W I i m.W12 v\ 6 < �0, - r A�- / / Wv T2 I ' Rz 3 a WWW w L7x� ti\ 2s C1 / A O� s WW3\ � 1 6 _ 1 WW -5 O � ��V ..° v / �✓� _ r ` � 2' 2,4W3 �. 0. 2W �' 4 / �. 1 ti _ ° o S tl i / ' � \V • - \-_ ff\ v -� / �/ \ �' s / " � s f3 iR / N F� V �: R1FM1N� 9"I I • _ _ t � - /J-- \ 2, II FI/ / / ` /B/ ! El / M/ .� 1/ / mzc3oB8Occ/- „a3 / �z3 8 3 _ 6 N� NJ�iQ�N�tiV•/ QZi~J - - 240 12 N 23 M N 11'15'10" W l`3148" M 6i•7MP 0-06-1A j7.00' IRF O HOL NELSON DAVIS NING: R-4 SFD UNIT M81 RF D.B. W, PG.5_ (p / , z Q NJ LOT1 N J O Ila- 's 12 224 0ZOT2 TMP 61AO 6-1A-00600 OINSE TR�fS VAN DER VOORTTHOMAS L JR LOT3 Q O USEL HORN /ORZG R-4 FD UNIT D.B. 461Z PG485 o00 14 T4 IRON ROD ELE!=3ss24U) LL. 21 Y LOT12 LL]> QlL�� 1-�u W �- w 9+00 ry o_o�2WzwJ-s."0 -- LJ I 063877 J LOT11 o38z Ljj �4 ul 00 D D DORAIN BA P-4"'ADS T00.5 6 = RAIN B IN OP=40 w U LOT10 397.3 w Q/Y €DER Lt00 DAM BR UDAU) ZONELVN HILL R coONY Cis)LOCH, TMP 1PARK - CURRENTLY ICITY CwUNDER CONSTRUCTION PARCEL A PEN PARK ,GOLF COURSEUSE PUBLIC LOT9 DB 507-427432 PLAT - _ - ff LOMENTy/ -LOT GAUP LLC /W -SPACE 1B O L -0PEN O T)O197, 2400 B. Iv V EX J94. /✓Lu !) /W EX 58 JOB NO. OJTTJ3 9.8EX 96 1120622DER kt✓•ESCALE z - 16 /� 4�/647 OOM NARA 1 -30I PE.3z Suf1QbE 2 oO SHEET NO. a 9 °acoaa>xo`cjO0coN�..] NI 5 5 S c�4Z 5 5 5 5 5 5 5 S 6 6 9 5 55 5 5 5 5 5 5 5 . 0 a L L I NSSC0TT R. .0 No. 35791 3.5 02/08/22 3.5 1, .0 -N .0 .0 .0 .0 .0 .0 .0 3.0 3.0 .0 IV')rr WWW .0 o zV)O O O w.O VI � .0 >Z 0 .0 o 0 0 .6 Oz O r rr r Fa aF- .0 > z o 0 0 Ww w III .0 .0 > > > W W W .0 .0 Lu .0ce .0 .0 .0 .0 .0 .0 N 120 ®/ / \V i�s 2 \ \ \ � \\p� -1 / �`J'\ - v ,-. ` N-"� ✓ � -1- � \-/ Ac0 4 __��f 'i/s M a 6y �c� �� f� / � � � 9 __ __® $ � I 1Ib � _ - I _ I \ /2I � S b � I �/ - _c�I� *- � _ i - _S /b/T9I�M3 P3 + yI\ ,� 3 / V_ 3 _• AI \ / IO _I /_--0.�I3a 6 �-M , M � ,' II/ /1 A/ 3 B / / - - _ 0 I �' 3�0 _ _0/ A /- ( °°P./0 ,./ /LA° - / /A\ � / -/ v / ✓ / .i I /\ / I / I A /- I % I/ l //� N' • ^. e_ / �-� /// � � n6 , <� �� .n U . � � W ✓W?Or KC/7/oH JyWW�Z .,/W�- / / WWWw�wW /f/ °, - , °ij w/ WvWWI/�F � k •"/ /� 2 � �sW✓W '�r% , /.3/ar / .wwWWWW o 1/ , /4 .+ W: v,//v' % / VaWWW '. / I1-/ ��IWII`L � / WWWWW�vW�I./� ' J I//, I l /I 1 I�j"m-WIWJV YVr/.'• � / i�- / -/I/ WWWWWWmW ; ,/�/ / / ; �VWmy-WiYY r/ ///, WWV�Ww,W�r . //7 -` //� WV/WWWvWWWW 9- ' / /JWWWWwW / vI•, � .--VW•WYYY�,.S1,tlI � ./9WWWSwWvW/ ° l �/ / ,-WWwmWWW�/�YF '' 1/� /j/E �/ ;vW.W_WwWW Sl/tlD% / 9/ / � WW�WWWWJi �- L/ • / f ) /° O // /l_,WWWWWWv/ _ �/ .C . / S-VWWWWWWW_WW 91/ �/ L�o WWWWWwWWr '_- I ,- 3/.•vWyy_Yv rr6 e t- WWWWWWWWA°- / _dWWwWWWWs v�/� ;n�� y WWWWuWW�W p � / 02 WWWW.� 0� S /4v•yW✓W Y9rrr M /j/�. __'WWWv.W.V ly_° /-/' WWVm✓•YY/ \_'•/�s��/b4 .w wWWWW.W M �5 �/ 2�- 3WWWWWWW /v/ . 9 WyyWWi � ��IWW .WWW i . .� , WWWvW / / v. vyWoWV �fYr f• '/M oWW.y ° � /W I N� � .W.WW/d �B � / F/ � \ Wv�Y 'W- \' /N WWWW \V / ' - / W // \ .WLW I� am / W I i m.W12 v\ 6 < �0, - r A�- / / Wv T2 I ' Rz 3 a WWW w L7x� ti\ 2s C1 / A O� s WW3\ � 1 6 _ 1 WW -5 O � ��V ..° v / �✓� _ r ` � 2' 2,4W3 �. 0. 2W �' 4 / �. 1 ti _ ° o S tl i / ' � \V • - \-_ ff\ v -� / �/ \ �' s / " � s f3 iR / N F� V �: R1FM1N� 9"I I • _ _ t � - /J-- \ 2, II FI/ / / ` /B/ ! El / M/ .� 1/ / mzc3oB8Occ/- „a3 / �z3 8 3 _ 6 N� NJ�iQ�N�tiV•/ QZi~J - - 240 12 N 23 M N 11'15'10" W l`3148" M 6i•7MP 0-06-1A j7.00' IRF O HOL NELSON DAVIS NING: R-4 SFD UNIT M81 RF D.B. W, PG.5_ (p / , z Q NJ LOT1 N J O Ila- 's 12 224 0ZOT2 TMP 61AO 6-1A-00600 OINSE TR�fS VAN DER VOORTTHOMAS L JR LOT3 Q O USEL HORN /ORZG R-4 FD UNIT D.B. 461Z PG485 o00 14 T4 IRON ROD ELE!=3ss24U) LL. 21 Y LOT12 LL]> QlL�� 1-�u W �- w 9+00 ry o_o�2WzwJ-s."0 -- LJ I 063877 J LOT11 o38z Ljj �4 ul 00 D D DORAIN BA P-4"'ADS T00.5 6 = RAIN B IN OP=40 w U LOT10 397.3 w Q/Y €DER Lt00 DAM BR UDAU) ZONELVN HILL R coONY Cis)LOCH, TMP 1PARK - CURRENTLY ICITY CwUNDER CONSTRUCTION PARCEL A PEN PARK ,GOLF COURSEUSE PUBLIC LOT9 DB 507-427432 PLAT - _ - ff LOMENTy/ -LOT GAUP LLC /W -SPACE 1B O L -0PEN O T)O197, 2400 B. Iv V EX J94. /✓Lu !) /W EX 58 JOB NO. OJTTJ3 9.8EX 96 1120622DER kt✓•ESCALE z - 16 /� 4�/647 OOM NARA 1 -30I PE.3z Suf1QbE 2 oO SHEET NO. a 9 °acoaa>xo`cjO0coN�..] NI N 120 ®/ / \V i�s 2 \ \ \ � \\p� -1 / �`J'\ - v ,-. ` N-"� ✓ � -1- � \-/ Ac0 4 __��f 'i/s M a 6y �c� �� f� / � � � 9 __ __® $ � I 1Ib � _ - I _ I \ /2I � S b � I �/ - _c�I� *- � _ i - _S /b/T9I�M3 P3 + yI\ ,� 3 / V_ 3 _• AI \ / IO _I /_--0.�I3a 6 �-M , M � ,' II/ /1 A/ 3 B / / - - _ 0 I �' 3�0 _ _0/ A /- ( °°P./0 ,./ /LA° - / /A\ � / -/ v / ✓ / .i I /\ / I / I A /- I % I/ l //� N' • ^. e_ / �-� /// � � n6 , <� �� .n U . � � W ✓W?Or KC/7/oH JyWW�Z .,/W�- / / WWWw�wW /f/ °, - , °ij w/ WvWWI/�F � k •"/ /� 2 � �sW✓W '�r% , /.3/ar / .wwWWWW o 1/ , /4 .+ W: v,//v' % / VaWWW '. / I1-/ ��IWII`L � / WWWWW�vW�I./� ' J I//, I l /I 1 I�j"m-WIWJV YVr/.'• � / i�- / -/I/ WWWWWWmW ; ,/�/ / / ; �VWmy-WiYY r/ ///, WWV�Ww,W�r . //7 -` //� WV/WWWvWWWW 9- ' / /JWWWWwW / vI•, � .--VW•WYYY�,.S1,tlI � ./9WWWSwWvW/ ° l �/ / ,-WWwmWWW�/�YF '' 1/� /j/E �/ ;vW.W_WwWW Sl/tlD% / 9/ / � WW�WWWWJi �- L/ • / f ) /° O // /l_,WWWWWWv/ _ �/ .C . / S-VWWWWWWW_WW 91/ �/ L�o WWWWWwWWr '_- I ,- 3/.•vWyy_Yv rr6 e t- WWWWWWWWA°- / _dWWwWWWWs v�/� ;n�� y WWWWuWW�W p � / 02 WWWW.� 0� S /4v•yW✓W Y9rrr M /j/�. __'WWWv.W.V ly_° /-/' WWVm✓•YY/ \_'•/�s��/b4 .w wWWWW.W M �5 �/ 2�- 3WWWWWWW /v/ . 9 WyyWWi � ��IWW .WWW i . .� , WWWvW / / v. vyWoWV �fYr f• '/M oWW.y ° � /W I N� � .W.WW/d �B � / F/ � \ Wv�Y 'W- \' /N WWWW \V / ' - / W // \ .WLW I� am / W I i m.W12 v\ 6 < �0, - r A�- / / Wv T2 I ' Rz 3 a WWW w L7x� ti\ 2s C1 / A O� s WW3\ � 1 6 _ 1 WW -5 O � ��V ..° v / �✓� _ r ` � 2' 2,4W3 �. 0. 2W �' 4 / �. 1 ti _ ° o S tl i / ' � \V • - \-_ ff\ v -� / �/ \ �' s / " � s f3 iR / N F� V �: R1FM1N� 9"I I • _ _ t � - /J-- \ 2, II FI/ / / ` /B/ ! El / M/ .� 1/ / mzc3oB8Occ/- „a3 / �z3 8 3 _ 6 N� NJ�iQ�N�tiV•/ QZi~J - - 240 12 N 23 M N 11'15'10" W l`3148" M 6i•7MP 0-06-1A j7.00' IRF O HOL NELSON DAVIS NING: R-4 SFD UNIT M81 RF D.B. W, PG.5_ (p / , z Q NJ LOT1 N J O Ila- 's 12 224 0ZOT2 TMP 61AO 6-1A-00600 OINSE TR�fS VAN DER VOORTTHOMAS L JR LOT3 Q O USEL HORN /ORZG R-4 FD UNIT D.B. 461Z PG485 o00 14 T4 IRON ROD ELE!=3ss24U) LL. 21 Y LOT12 LL]> QlL�� 1-�u W �- w 9+00 ry o_o�2WzwJ-s."0 -- LJ I 063877 J LOT11 o38z Ljj �4 ul 00 D D DORAIN BA P-4"'ADS T00.5 6 = RAIN B IN OP=40 w U LOT10 397.3 w Q/Y €DER Lt00 DAM BR UDAU) ZONELVN HILL R coONY Cis)LOCH, TMP 1PARK - CURRENTLY ICITY CwUNDER CONSTRUCTION PARCEL A PEN PARK ,GOLF COURSEUSE PUBLIC LOT9 DB 507-427432 PLAT - _ - ff LOMENTy/ -LOT GAUP LLC /W -SPACE 1B O L -0PEN O T)O197, 2400 B. Iv V EX J94. /✓Lu !) /W EX 58 JOB NO. OJTTJ3 9.8EX 96 1120622DER kt✓•ESCALE z - 16 /� 4�/647 OOM NARA 1 -30I PE.3z Suf1QbE 2 oO SHEET NO. a 9 °acoaa>xo`cjO0coN�..] NI 435 LOW PT $TA:14+61.87 LOW PT ELEV: 420.73 PVI S :n+s6.87 430 425 420 425 410 405 400 395 375 370 365 36o 355 350 345 340 335 10+00 10+50 11+00 11+50 a O w Ln W Lu z Q J Y Q a Z W a l7 F- V1 X W N 6i 3.5' U \ U m PVI E EV:4z1.36 K.z6.13 LV :210.00 SS =i5o' io 0 + d U W EY 3.5'st) 280, n 0A AN EXISTING 18" RWSA DI WATERLINE RUNS PARALLEL TO THEE ISTING io" ACSA DI WATERLINE IN THIS PORTION OF PEN PARK LANE. SEE UT LITY PLAN / SHEET FOR %ADDITIONAL DETAILS. NO CONNECTIS ARE PROPOSED WITH fHE EXISTINGli8" RWSA DI W�TERLINE. ALL CONNECTIONS ARETO THE EX. io" ACSA WATERLINE. 30 Q iD D Z O 't O a Z > Q> W > W J W J Z w � O O i N N m U r Ln LN W F i z O D, 0 00 co a) ^ 00 lD .t 00 N m V1 n ry �M M �t M O IN 'D N M N ri O O 00 O .t �t .t S � 3 .t I- 't � It It .t It 12+00 12+50 13+00 13+50 14+00 14+50 15+oo 15+5o HIGH PT S A: 17+32.5o HIGH PT E EV: 429.11 --PV1 STA i8+oo�ao- PVI ELEV:418.70 K:1z.g8 LVC:135.00 SSD=171' v m m w SSDR NYJ EXI D W 10" ACS J FIRE YDRANT OWN D WATERLIN PROPOSED TIE INTO EX STING 1o" ACS ATERU 10 x 'rT-S-.-& AND 45° BEN PROPOSED 6" CL. 52 D.I.P. WATERLINE NO ES: 1. PER THE Cl Y STANDAR S AND DESI N MANUAL SECTION 505. /, RCP. A 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 LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION CORDANC' OVER THE ENTIRE ROADBED AREA IN -WITFr V007 2007 ROAD AND BRIDGE' SPECIFICATION 303.04. J. ALL FILL M ST MEET 95 COMPACTION. 4. MINIMUM 3' OF COVER M ST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER M ST BE MAI TAINED OVER W L. 6. MINIMUM 1' F VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. OF SEPAR. TION BETWEi N W/L & S NITARY SEWER MUS BE PROVIDED- 7 VDOT STD. IS-1 INLETS APING REQURED ON ALL STRUCTURE . 8. VDOT STD S -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES -GRFATFR-7�AAI 9. VDOT STD SF-1 STEPS FEQUIRED ON ALL STRUCT RES 4' DEEP OR GREA TE . 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLE E ENCASEMENT IF NEEDED BASED CA SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECT D DURING �N.S TRUG' Ln In ~ O �t 0 l0 H Ho ID M ry M N � I� 00 It 00 n ^ O1 00 W H H al O H 1 0 N NO .t It d- It O^ It d 't It 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 1g+5o iW PT STA: 21�11.94 )W PT ELEV: 389.07 PVI STA:20+33.94 PVI ELEV:39 .97 LVCG156.o SSD=157' EYE 3.5' ED FIR HYDRANT ASSEMBLY go* BEND 6" G.V. LOCATION OF ADA CROSS ALK PROPOSED 8"-g BEND 57 O uj a W W z Y N J a M Lu W z> W W aW Z_ H 0 � O m Wo ,N z Q w Ln INS, 0 d p) lD �0 M 0)M 0) 00 0 20+00 20+50 21+00 7ST DESIGN SPEED: 25 MPH s GH PT ELEV: 87.36 PVI STA:21+8 .54 PVI ELEV:385 49 K:15.00 LVC:75.o0 SSD=z53' N N + N N 'ROPO ED8"x8"TEE 8" G.V. AND 8" D.I. W/L CONNE --TION TO 18" RW ALINE -SEE OTIL OR DETAILS 62' W L - 15 STM Z Im Z ; wW J J o zs s m 20 No. 35791 02/08/22 ( IN F ET) 'S O HORIZONTAL SCALE 0 25 50 100 200 ( INFET) 1 inch = 50 ft. PROPOSED 8" D.I. W/L 1.78- W/L - 15" STM PROPOSED HYDRANT ASSEMBLY 8"x6" TEE 1-6" G.V. uU m O O lD(n 00 00 N CON OtD N I� Om ^ M 00 n'1 00 W M N'1 00 0'00 o6 M n'1 O) 00 00 M M M !^+1 M 10M M M m 21+5o 22+00 22+5o 23+00 23+50 24+00 24+5o F- F- F- z z z w w w O z f F O O O O (� a Lf) U U U rI u Z w o m N > 0 > 0 > 0 U U U O O w w U) w a a a z Lw w w w H > > > cc M zCY) N M � � z ' Q LOV I PT STA:z6+z N J -L -EV:349 I STA:25+24.2 CY) 0 VI ELEV:351.41 N K:z6.z5 LVC:zlo.00 N W > Q w� = J J � Zw J Q J z O ° ` _ > oc o LL a w 10 o �� o 0 O �u ~� 3 0 U ° U W J C a 0 a Y H Q T z° z_ U) J z w w Z z Uw Z w Lu O N Z _j J 0 J� o H a - Wa � Lij 0 0 0 4 6 Q 0 x V ° s O o y N o a w W � Oo ° m JOB NO. 112062 0 Ln m O N � m m y ° SCALE AS SHOWN n 25+00 25 SHEET NO. 10 N 435 HIGH PT STA: 7+82.00 HIGH PT ELEV: 426.98 PVI STA:7+91.75 PVI ELEV:432.90 K:18.93 LVC:3oo.00 435 EXISTING VERTICAL CURVE N d + m N 0i w u 430 w L>u SSD=88o' O\AtPT4;TA-9+R no 430 3.5' °?Bp, OW PT ELEV: 416.65 PVI STA:9+75.0 STA8+47 aEv. Se0 PVI ELEV:417.4 AS-SUIL K:3o.70 SSD= z' 55 4�5 LVC:20.00 F IIGH PT STA: 10 i8.95 4�5 on0o "0 PVI STA:10+3 -95 LOW PT STA:13+13.34 kD a 00 'Lij H ' PVI ELEV:41 .84 LOW PT ELEV: 393-38 + + K:14.91 PVI STA:12+i1.84 0i U v u LVC:3o.o PVI ELEV:395.41 420 > m m > w w n i Ln r K:26.oi 1 420 E ISTING 8" D.I. + a 00 a + N L'C:203.00 SD=163' WATERLINE o v o V m m mwm N5<;5�r0o 6Ln �+ REMOVE PLUG AND m j a m 415 TIE INTO �9�° w v ' v 41r o vi v WATERLINE > m m > w w WITH PROPOSED 8" D.I.P WATERLINE / JEY 3.5' 410 410 9� oa �\SO`i I PT STA: 13+z1.5o PROPOSE 8" CL. 5z D.I.P ?pp, HIG PT ELEV: 393.zz WATERLINE P S 405 VELEV 39 .3✓jo5 K:1z.68 LVC:85.o oSS =04' n Ln n � m N 400 m M M 400 uu u > > m PROPOSED Q0 LOC TION FIRE HYDRANT ,ADA ROSS ASSEMBLY -3. % 395 8"x "TEE 1-6" G.V. 395 -2. o0 PROPOSE 4" CL. 53 D.I.P OBJ. WATERLINE 3.5' 390 390 PROPOSED go' BEND W/BLOW OFF ASSEMBLY PROPOSED 8"x8" TEE 3-8" G.V. 385 385 38o 3&0 375 375 370 370 365 365 36o w 360 a O a o' Lu O Ln Lu > w w 0 z w > J 355 _j w O_ = 2 } J = m z rr9m z Ln N U n t H -It = mO m O z > u u > Lu 350 0 L w J Lu Ln o' J w 350 �C Z o �00 z Z+ �� W z W Ln 0 .+�i 345 z z w 345 m LnLU Ln in LA ri 'i t0 ^ Ol O M m � It 0 t0 O n ^ 00 O N n O N n LA M n n ri 07 H W M 00 n 1't W I� m Ln •i .t ry 00 ^ Ql 0 m n 'i .t ,y w m Lp l!1 N m 00 Vl 0) rl N L6 Ln •i t 00 t Li) m M N N t f f 3 t S d M t M M m M m m M M 7+50 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 LOCHLYN HILL DRIVE-NICHOLSON STREET 12+50 13+00 13+50 DESIGN SPEED: 25 MPH ✓ALK LON LO' NOTES: 1. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30J.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. LOW PT STA: 20+52.50 LOW PT ELEV: L10.G2 HIGH PT STA: 12+55.00 HIGH PT ELEV: 419.63 PVI STA:12+30.00 PVI ELEV:419.13 K:11.54 LVC: co.00 PVI STA:ii+oo.00 PVI ELE :410.90 425 K:1.8o H 425 PT STA: io+i6. 8 LVC: 5.0o 11w di PT ELEV: 410.)8 . u u PVI STA:10+15. o a L m w PVI ELEV:410. 5 o a 3 N GRAD 4% 420 vC io. o ovE o'o % 420 BVC : io+io. o m u BV E: 410. 5 ir w EVCS 10+20. o EV E:41o. 10 �p 63 4�5 415 GRADE < % OVER 40' 410 0 0 .1000/ 410 Ln a / W z J n 0 405 > w 6 405 o w w 2w w aw z >o b in 00 z O 400 � 0 + uLLJ � 400 J r w N 398 z Ln z 398 01 m Ln 41 Qml M VM) O 0 01 N rl Ln of 3. .ot 1 .oi 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 EVANSON ALLEY PRIVATE ALLEY DESIGN SPEED=20 MPH VERTICAL SCALE oSCOTT/R.(!t�LLINS'Z 5 0 2.5 5 10 20 No. 35791 0s 02/08/22 Aj ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( 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 o 0 Oi o 000 o o O w o w Lii vi u LOW PT STA: 11+82.50 LOW PT ELEV: 4o6.90 PVI STA:ii+So.00 PVI ELEV:407-55 > > :1 .07 m w LVC: 5.00 415 GRADE<y% 415 01 O Ln M Ln O N 0 N 0 +? �� iw �w u So o jm jw 410 o m w 410 Op O 405 405 Lu J w - J Q w z O o0 400 z o1 400 > W N 398 z d Ln 398 N a, M m 00 CO. m Ln N '1 N 00It Ln O HO .4-"t H O It OH O a I O O t 't It 9+75 10+00 10+50 11+00 11+50 12+00 12+25 ELLIE ALLEY PRIVATE ALLEY DESIGN SPEED=20 MPH ZONAL z z F- LU w w O z aO O O O � z z z Z w o m N 0 j u u u u O w w w H Lr) o 0 0 rrAA z Lw w w Lu Vl Ln Ln V) L9 z w w z l7 z w n All Y w ul z`� w JC/) J W 0 O u N Lu I O a LL 00 ^� o L.L �0 I- U 0 (-1 3 JC U O 66 0 S o0 Q c 0 OE 0 y U x N s N 0 c w E w � = U JOB NO. 112062 1-00 SCALE AS SHOWN o 0 0 SHEET NO. n 11 s NO TES: 7. PER THE CITY STANDARDS AND DESIGN MANUAL SECTION 305.1, HDPE IS AN ACCEPTABLE ALTERNATIVE TO RCP. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 503.04. J. ALL FILL MUST MEET 959 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. VERTICAL SCALE 5 a 95 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch 50 ft. 420 20 ry All I A 420 STA:13+21.91 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' INV. 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 4 00 INV OUT.376.3oTO MH-28 217 8 9' 15' STORM W G SAN 395 395 12" STOR XING SAN 8" SDR 26 PVC 165.62 LF Qa 0.50% 390 390 CID k 301° 35 29�F 1k 385 380 38o EXISTING ACSA MANHOLE 28A SANITARY SEWER UPS rREAM OF THIS MANHOLE IS UNDER kCSA OWNERSHIP, DOWNSTREAM OF THIS MANH LE SANITARY SEWER IS UNDER CITY OF 375 CHARL TTESVILLE OWNERSHIP 375 370 370 365 365 o 0)� Ln H 00 0 m 00 'I O G m l6 � M 6m ,m0 It 9+50 10+00 11+00 12+00 13+00 MHA-EXMH28 14+00 STR:zoz IN STR: EX c INV IN: 38 INV IN:: INV OUT: STR:2o6 VDOT STD. DI-313, L=12' STA. 12+6o.i7 TP=414.18 INV IN: 405.25 TO 208� STR:208 VDOT STD. DI-313, L=6' STA.1z+99.7z rTP=41o.55 INV IN: 405.56 TO 220 INV OUT: 405.46 TO 2o6 415 STR:204 VDOT STD. DI-313, L=6' STA. 12+26.20 415 I STR:210 VDOT STD. C TP=413.67 STA. 13+23.31 INV IN: 404.98 TO 2o6 TP=410.56 INV OUT: 404.88 TO zoz INV OUT: 405.96 TO z 410 410 VDOT STD. DI-313, L=8' 1.9 STA.20+30.84 8 TP=395.80 -Sim INV IN: 390.00 TO 204 INV IN: 388.85 TO 212 / OUT: TO EX PIPE 209)15" RCP 111�5 388.75 94 HGL 23.59 LF @a 1.70% v I (PIPE 207)15" RCP III y DI-36; L=1y' 35.55 LF Qa 0.53% 5TA. 17+58.41 400 TP=39439ozoo (PIPE zo5)15" RCP III B.10 TO EX 96 29.98 LF @a o.5o% 388.io TO zoz TO 388.00 92 Ca'1 395 �tio3�F Q�Q y�h 395 1� 390 390 (PIPE 201) 15" RCP III 385 26.84 LF Qa 2.11% 385 382 382 W .Nt T ° co 0 0 M ^ N •i V1 l0 c^i W 00 0 I� Ol Ol 0 0) 0 O <0 O s ~ •i M O 00 O m m M m� a 9+75 10+00 STR:zoz VDOT STD. DI-313, L=8' INV IN: 3 INV IN: INV OUT: 38 10+50 11+00 11+50 12+00 12+50 STR 210 - STR EX 94 S TA. 10+30.84 TP=395.8o 90.00 TO 204 400 388.85 TO 212 8.75 TO EX 94 395 395 L 390 390 RCP 11\ �p1PE z �F @ 2'41°70 23 p2 385 385 382 382 m � M M 9+75 10+00 10+50 10+75 STR 212 - STR zoz 13+00 13+50 13+75 430 4z5 4zo STR:236 VDOT STD. DI-313, L=8' STA.1z+z4-83 TP=413.6z INV IN: 4o6.47 TO 238 INV IN: 409.00TO 226 INV OUT: 4o6.37 TO 234 410 415 410 405 400 STR:EX 62 DI-3B; L=14' STA.16+77.1z TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 cup 00 M 0 0) M STR:zzo VDOT STD. MH-1 STA. 12+62. z7 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-3B, L=6' STA. 12+00.57 TP=4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94TO zzo F INV OUT: 1 0o.3>�16 1 STR:z16 VDOT STD. DI-3C, L=6' I STA. 11+52.48 TP=4o6.ig 99.0o TO INV IN: 3 INV OU 95-.5o TO 214 STR:214 VDOT STD. DI-7 STA.10+9z.65 STR:zzz VDOT STD. DI-313, L=8' TA.13+zz.o8 -FP=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: 4oz.94 TO zzz 405 TP=398.02y UPIPE 223)15" RCP III INV IN: 393-75 TO 216 24.26 LF Qa o.68% JV OUT: 389.z8 TO EX 6z (PIPE 221)15" RCP III 400 55.81 LF Qa 0.50% 71 (PIPE 219)15" RCP III 57.7o LF o.5o% 1 (PIPE 217)15" RCP III 395 44.og LF @a 2.74% 8.' ST - 8" AN 9+75 to+00 (PIPE 215)15" RCP III 55.83 LF @ 2.93% (PIPE 213)15" RCP III 88.65 LF Qa 2.70% ko 00 ci l0 S N N ll1 S N OO1 l0 ul 10 M n 0 m rn 0) m o 0 0 0 0 ° mN m f a� a s a f 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 230 INV OUT: 410.47 TO 226 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 STR:232 VDOT STD. DI-313, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232E INV OUT: 418.52 TO 230 STR:z3o VDOT STD. DI-3B, L=8' STA.1z+z1.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 HGL 3'Sw/L Ip�PE22�F Qa 30l°70 241.2 JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa i.00% 1.50 18" 390 385 � M M � a 00 0i 0 0 13+50 14+00 14+25 STR:232B VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" /L -S M 420 (PIPE 232A) i5" RCP III 28.34 LF Qa o.96% DEPTH OF GS 1910 4L" 400 1 1 1 1 1 1 1 1 1 1 1400 398 398 t W N d o o It 14- It 9+75 10+00 10+50 11+00 oo 0Mj �p M rn m 00 It In m In 00 W N M ^ M ci 00 O 01 O °1 O ON 'i N M N l0 N S N N N N N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 14+50 14+75 No. 35791 02/08/22�� ZONAL E�O� z z F- LU w w z0 zz f f a U) U U U U H z 5 5 5Z W m No U U U aaaOOQ� � 10� U) w z Lw w w > > > I� 7 N O Q L9 � M ZM N M � z N J /O W CA O N ° Q W J W > �° zW J O ° J Q DC N J ° z �- ° �~L a W c [1L9 F-4 0 J 0 O W 3 J (f) z� U W U W J C� a J <0 � in z �C ° Q z z U) J z w U W U w yj N O Z .--I J H 0 U J o Uj a W a 0 x a U x s UO o O N o w w 0 2 In O JOB NO. ° m 112062 0 y SCALE ° AS SHOWN cc c ° SHEET NO. n 12 s 9+75 10+00 10+50 10+75 STR 212 - STR zoz 13+00 13+50 13+75 430 4z5 4zo STR:236 VDOT STD. DI-313, L=8' STA.1z+z4-83 TP=413.6z INV IN: 4o6.47 TO 238 INV IN: 409.00TO 226 INV OUT: 4o6.37 TO 234 410 415 410 405 400 STR:EX 62 DI-3B; L=14' STA.16+77.1z TP=391.3z INV IN: 386.78 TO 214 INV OUT: 382.4o TO EX 6o 390 cup 00 M 0 0) M STR:zzo VDOT STD. MH-1 STA. 12+62. z7 TP=41z.00 INV IN: 402.35 TO zzz INV OUT: 402.25 TO 218 STR:218 VDOT STD. DI-3B, L=6' STA. 12+00.57 TP=4o6.74 INV IN: 400.42 TO 234 INV IN: 401.94TO zzo F INV OUT: 1 0o.3>�16 1 STR:z16 VDOT STD. DI-3C, L=6' I STA. 11+52.48 TP=4o6.ig 99.0o TO INV IN: 3 INV OU 95-.5o TO 214 STR:214 VDOT STD. DI-7 STA.10+9z.65 STR:zzz VDOT STD. DI-313, L=8' TA.13+zz.o8 -FP=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: 4oz.94 TO zzz 405 TP=398.02y UPIPE 223)15" RCP III INV IN: 393-75 TO 216 24.26 LF Qa o.68% JV OUT: 389.z8 TO EX 6z (PIPE 221)15" RCP III 400 55.81 LF Qa 0.50% 71 (PIPE 219)15" RCP III 57.7o LF o.5o% 1 (PIPE 217)15" RCP III 395 44.og LF @a 2.74% 8.' ST - 8" AN 9+75 to+00 (PIPE 215)15" RCP III 55.83 LF @ 2.93% (PIPE 213)15" RCP III 88.65 LF Qa 2.70% ko 00 ci l0 S N N ll1 S N OO1 l0 ul 10 M n 0 m rn 0) m o 0 0 0 0 ° mN m f a� a s a f 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 230 INV OUT: 410.47 TO 226 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 STR:232 VDOT STD. DI-313, L=8' STA. 14+12.62 TP=4z7.18 INV IN: 418.62 TO 232E INV OUT: 418.52 TO 230 STR:z3o VDOT STD. DI-3B, L=8' STA.1z+z1.14 TP=4zo.z8 INV IN: 410.98 TO 232 INV OUT: 410.88 TO 228 HGL 3'Sw/L Ip�PE22�F Qa 30l°70 241.2 JONTRACTOR SH LL FIELD LL EXISTING W TERLINE (PIPE 229)15" RCP III 28.61 LF Qa 0.94% (PIPE 227)15" RCP III 32.84 LF Qa i.00% 1.50 18" 390 385 � M M � a 00 0i 0 0 13+50 14+00 14+25 STR:232B VDOT STD. DI-313, L=io' STA. 14+44.96 TP=427.31 INV OUT: 418.93 TO 232 425 2.17' EX. 10" /L -S M 420 (PIPE 232A) i5" RCP III 28.34 LF Qa o.96% DEPTH OF GS 1910 4L" 400 1 1 1 1 1 1 1 1 1 1 1400 398 398 t W N d o o It 14- It 9+75 10+00 10+50 11+00 oo 0Mj �p M rn m 00 It In m In 00 W N M ^ M ci 00 O 01 O °1 O ON 'i N M N l0 N S N N N N N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 14+50 14+75 No. 35791 02/08/22�� ZONAL E�O� z z F- LU w w z0 zz f f a U) U U U U H z 5 5 5Z W m No U U U aaaOOQ� � 10� U) w z Lw w w > > > I� 7 N O Q L9 � M ZM N M � z N J /O W CA O N ° Q W J W > �° zW J O ° J Q DC N J ° z �- ° �~L a W c [1L9 F-4 0 J 0 O W 3 J (f) z� U W U W J C� a J <0 � in z �C ° Q z z U) J z w U W U w yj N O Z .--I J H 0 U J o Uj a W a 0 x a U x s UO o O N o w w 0 2 In O JOB NO. ° m 112062 0 y SCALE ° AS SHOWN cc c ° SHEET NO. n 12 s oo 0Mj �p M rn m 00 It In m In 00 W N M ^ M ci 00 O 01 O °1 O ON 'i N M N l0 N S N N N N N 11+50 12+00 12+50 13+00 13+50 14+00 STR z3o - STR 236 14+50 14+75 No. 35791 02/08/22�� ZONAL E�O� z z F- LU w w z0 zz f f a U) U U U U H z 5 5 5Z W m No U U U aaaOOQ� � 10� U) w z Lw w w > > > I� 7 N O Q L9 � M ZM N M � z N J /O W CA O N ° Q W J W > �° zW J O ° J Q DC N J ° z �- ° �~L a W c [1L9 F-4 0 J 0 O W 3 J (f) z� U W U W J C� a J <0 � in z �C ° Q z z U) J z w U W U w yj N O Z .--I J H 0 U J o Uj a W a 0 x a U x s UO o O N o w w 0 2 In O JOB NO. ° m 112062 0 y SCALE ° AS SHOWN cc c ° SHEET NO. n 12 s I� 7 N O Q L9 � M ZM N M � z N J /O W CA O N ° Q W J W > �° zW J O ° J Q DC N J ° z �- ° �~L a W c [1L9 F-4 0 J 0 O W 3 J (f) z� U W U W J C� a J <0 � in z �C ° Q z z U) J z w U W U w yj N O Z .--I J H 0 U J o Uj a W a 0 x a U x s UO o O N o w w 0 2 In O JOB NO. ° m 112062 0 y SCALE ° AS SHOWN cc c ° SHEET NO. n 12 s P. TH p 7. F� 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 SCOTT R. LLINS'Z VERTICAL SCALE PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE O u No. 35791 s o zs s io zo UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN °pa 02/08/22 k4 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE STR:zyz VDOT STD. DI-36, L=io' sto E��� IN FEET SPECIFICATION 303.04. NAL 1 inch - 5 ) ft. J. ALL FILL MUST MEET 95% COMPACTION. STA. 10+33-54 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY STR:EX 58 DI-3B; L=14' INV IN: SEWER. STA. i8+6z.68 NV O 38533 To z44 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. TP=388.57 INV OUT: 385.a3 TO EX 581 J7J HORIZONTAL SCALE 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & INV IN: 38i.5oTOEX6o STR:z44VDOT STD. DI-3B,L=8' 1 o 1 1 1 zoo W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY INV IN: 38y.5oTOayz STA.io+58.7i SEWER MUST BE PROVIDED. INV OUT: 381.4o TO 56 TP=390.80 7. VDOT STD. IS-7 INLET SHAPING REQUIRED ON ALL STRUCTURES, INV OUT: 385.83T0 242 ( 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. r r r 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN HGL w w w POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL z z CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING 385 - 385 r 0 0 0 THE CONSTRUCTION PROCESS. (PIPE z43) z5" RCP III Vl U) 21.3-7 LF dal 1.99% z o ca N o 0 0 (PIPE 241)15" RCP III O U U U w w w a.iH a a a z9 54 LF (al 8% U) 38o 38o > z 0 0 0 Luw w w Ln Ln u') 378 378 ; M Lu 0 6 U? Ce 00 C0 m m m 9+75 10+00 io+5o 11+00 12+25 STR 244 - STR EX 58 O •--N N O NO STR:238 VDOT STD. DI-7 STA.iz+61..yz LD ti M TP=414-54 I N V IN: 4o8. o TO zyo � INV OUTTyob oo TO z36 N M z N J 0 STR:2i8 VDOT STD.N Q ° Q INV IN: y ; O INV IN: y ° INV OUT: _ (n - Zw J w= J J ° z ` �o O� w > `o L9 0 p Lu Lu 3 J (n Ur Q a� Q = o LJJ � a U ` J ' a J o Y �_ Q a z° z Z J z w FIELD U) = w z w U Z Lu w N O Z J H O J 9+75 io+00 10+5o ii+oo ii+5o iz+oo iz+5o i3+oo i3+5o iy+oo iy+z5 J w a STR zoo -STR z18 0 Q x c�s u C o N N 0 w W u 2 In °° JOB NO. ° m 112062 0 SCALE ° AS SHOWN cc ° SHEET NO. a ° 13 N s STA.iz+oo.57 yoo.3z STR:z36 VDOT STD. DI-3B, L=8' 4zt STR:z34 VDOT STD. DI-3B, L=6' STA. zz+zy.83 TP=yz3.6z STR:zyo VDOT STD DI-7 STA. io+7z.85 INV IN: yo6.y7 TO a38 STA. i3+6z.yg TP=yo8.55 INV IN: yo9.00 TO zz6 TP=yzo.73 INV IN: yoa.io TO z36 INV OUT: yo6.37 TO z34 INV OUT: yi6.00 TO z38 INV OUT: yoz.00 TO zi8 qzo 4zo TP=yo6.74 oo.yz TO z34 oi.9y TO zzo 4z5 TO zs6 H� L o � c,io 9� o 4io (PIPE z37) i5" RCP III 405 - 3z.58 LF Qa y.i8% 405 _ RCp \\\ 40o (PIPE lF C 68 85 RCP111 � � 400 s. o' STM - EX. 8" SAN 8.0' MUST BE TM - EX. FIELD g" SAN 395 VERIFIED OUST BE 395 VERIFIED 39z 39z � O � Ol N 1p m � O N 1p ^ fl M 0p ^ � � pl � rl a, rl � Ol � � tp p � 1p � 01 Design Year: 10 Project: Lochlyn Hills Ph 4 Job #: 112062 Prepared by: KKW Design Storm Year = 10 SCOTT R. LLINS'Z ELEVATIONS L� No. 35791 0p 02/08/22 4� IONAL E���1�' Z w z w z w E f f z f a U U U Z m z N U U U U U U O z O Q � � � a a a H Z w z ww w w Ln Ln Ln N p a N O N n .+ o M M N ® M z N J Table 8: Pipe Design Table w N Q p cn W z� zw J -' Q ~ J ° z Q` J o a �` w > U 0 � W o 3 � U c z N L.I_ < o U W r n W a� J z� a 1 0 Hi Y H Q w r z ° z_ `� J z w Z 2 w z Uw Z w � UJ O N Z � JJ o JH U o I a 0 a mow/ L f_ y U 0 a x V ° s O U N � y w o a W Ln 6 Oo ° 0 JOB NO. 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a 14 0 s �--_-_-_-- _---------_-- ®---____-_--- PIPE DESIGN n=0.013forRCP n=0.01forHDPE Ape Hydrology Pipe � •-" fn J 2 � W � � � N E � ° w 'u �.� o � E'o � m m 5 `° E m c a _ Q� U U U u U = N W c m 'c m E o .o E Y m w t m o � LL d 3 E E m > N � LL � LL D: Rpe run: 210-IX 94 210 208 0.10 0.63 0.063 0.063 5.00 6.67 0.42 0.42 405.96 405.56 19.6 0.01 0.0204 15 9.23 3.73 0.09 208 206 0.39 0.40 0.156 0.219 13.50 4.76 0.74 1.04 405.46 405.25 35.6 0.01 0.0059 15 4.96 3.20 0.19 206 204 0.37 0.50 0.185 0.404 13.69 4.73 0.88 1.91 405.15 404.98 30.0 0.01 0.0057 15 4.86 3.70 0.13 204 202 0.09 0.70 0.063 0.467 13.82 4.71 0.30 2.20 404.88 390.00 191.4 0.01 0.0778 15 18.01 9.60 0.33 202 94 0.20 0.50 0.100 0.717 14.15 4.67 0.47 3.34 388.75 388.10 26.8 0.01 0.0242 15 10.05 7.30 0.06 Rpe run: 212-202 212 202 0.30 0.50 0.150 0.150 5.00 6.67 1.00 1.00 389.50 388.85 23.0 0.01 0.0282 15 10.85 5.44 0.07 Rpe run: 240-218 240 238 0.46 0.40 0.184 0.184 9.60 5.45 1.00 1.00 416.00 408.10 97.1 0.01 0.0814 15 18.43 7.76 0.21 238 236 0.37 0.40 0.148 0.332 9.81 5.41 0.80 1.80 408.00 406.47 32.6 0.01 0.0470 15 14.00 7.81 0.07 236 234 0.28 0.45 0.126 0.999 13.42 4.77 0.60 4.77 406.37 402.10 148.0 0.01 0.0289 15 10.97 8.62 0.29 234 216 STR 0.06 0.80 0.048 1.047 13.70 4.73 0.23 4.95 402.00 400.42 68.9 0.01 0.0229 15 9.79 7.97 0.14 Rpe run: 226- IX 62 224 222 0.25 0.40 0.100 0.100 5.00 6.67 0.67 0.67 402.94 402.75 29.1 0.01 0.0065 15 5.22 2.91 0.17 222 220 STR 0.10 0.80 0.080 0.180 5.17 6.61 0.53 1.19 402.65 402.35 55.8 0.01 0.0054 15 4.74 3.20 0.29 220 STR 218 STR 0.00 0.30 0.000 0.264 5.46 6.52 0.00 1.72 402.25 400.42 57.7 0.01 0.0317 15 11.50 6.72 0.14 218 STR 216 0.16 0.80 0.128 1.627 13.85 4.71 0.60 7.66 400.32 399.00 44.1 0.01 0.0299 15 11.18 9.77 0.08 216 214 STR 0.19 0.58 0.107 1.734 13.92 4.70 0.50 8.15 395.50 393.75 55.8 0.01 0.0313 15 11.44 10.10 0.09 214 STR 62 0.10 0.40 0.040 1.963 14.01 4.68 0.19 9.20 389.28 386.78 88.7 0.01 0.0282 15 10.85 9.90 0.15 Rpe run: 244- IX 58 244 242 0.14 0.63 0.088 0.088 5.00 6.67 0.59 0.59 385.83 385.33 21.2 0.01 0.0236 15 9,93 4.35 0.08 242 58 0.23 0.68 0.156 0.245 5.08 6.64 1.04 1.62 385.23 384.50 29.5 0.01 0.0247 15 10.15 6.06 0.08 Rpe run: 2326-236 2328 232 0.35 0.46 0.161 0.161 6.00 6.35 1.02 1.02 418.93 418.62 28.3 0.01 0.0109 15 6.76 3.94 0.12 232 230 0.15 0.80 0.120 0.281 6.12 6.31 0.76 1.77 418.52 410.98 241.2 0.01 0.0313 15 11.42 6.67 0.60 230 228 0.13 0.80 0.104 0.385 6.72 6.14 0.64 2.37 410.88 410.57 28.6 0.01 0.0108 15 6.72 4.94 0.10 228 226 0.27 0.46 0.124 0.509 13.00 4.84 0.60 2.46 410.47 410.10 32.8 0.01 0.0113 15 6.86 5.10 0.11 226 236 0.04 0.80 0.032 0.541 13.11 4.82 0.15 2.61 410.00 409.00 94.0 0.01 0.0106 15 6.66 5.07 0.31 DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* ( SLOPE INVERT INVERT MATERIAL INLET TYPE Curb SLOT RIM* COMMENTS TH OFD Table 7: Grade Inlet Design Table Table 6: Sump Inlet Design Table �SCOTT R. LLINSZ L� No. 35791 �� 02/08/22 oONAL U) N r r r Z Z Z * gutter longitudinal slope of 0.001 should be used in a sump condition z grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth O p for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities a O 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. � w m > O O N O 0 U U U U w w w u) E a a a w z Ow w w Ln Ln V) W Ce Table 6: Sump Inlet Design Table p N n .+ ox L9 M ZM N * gutter longitudinal slope of 0.001 should be used in a sump condition � (� grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities z NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. t Q N J N L ° Ip cn z0 ZLIJ -1 J Q J z Q` ° > � Jo w � > UL9 ° Q O w 3 U Q w� U ° a� J z� t J Y Q z° z Z J Z w w z Uw Z w LLJ N O Z JJ H o J J W 0 wa x a U 0 X c�s U o o N N o w W U O U) °O JOB NO. ° m 112062 0 SCALE ° AS SHOWN o ° SHEET NO. a u 15 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 2 J O VI (V W d � U y ^ oUj �_(+ `m 10 c � � q o 3 r Q N E � Q Q FL > J Q U U C7 O d U W m rn ul J J w d C7 U o: 202 38 8.0 0.20 0.50 0.100 0.40 0.00 0.40 0.044 0.020 2.0 0.083 4.1500 3.58 0.97 3.5120 0.1463 0.1619 6.03 1.33 1.00 0.40 0.00 - 204 3B 6.0 0.09 0.70 0.063 0.25 0.00 0.25 0.094 0.020 2.0 0.083 4.1500 2.61 0.99 3.5120 0.1463 0.1649 6.17 0.97 1.00 0.25 0.00 - 206 36 12.0 0.37 0.50 0.185 0.74 0.00 0.74 0.094 0.020 2.0 0.083 4.1500 3.91 0.96 3.5120 0.1463 0.1605 9.85 1.22 1.00 0.74 0.00 - 208 3B 6.0 0.39 0.40 0.156 0.62 0.00 0.62 0.010 0.020 2.0 0.083 4.1500 5.59 0.85 3.5120 0.1463 0.1444 4.99 1.20 1.00 0.62 0.00 - 210 3B 4.0 0.10 0.63 0.063 0.25 0.00 0.25 0.010 0.020 2.0 0.083 4.1500 3.98 0.96 3.5120 0.1463 0.1605 3.20 1.25 1.00 0.25 0.00 - 212 3B 10.0 0.30 0.50 0.150 0.60 0.00 0.60 0.044 0.020 2.0 0.083 4.1500 4.17 0.96 3.5120 0.1463 0.1605 7.19 1.39 1.00 0.60 0.00 - 218 STR 36 6.0 0.18 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 3B 8.0 0.27 0.46 0.124 0.50 0.00 0.50 0.006 0.020 2.0 0.083 4.1500 5.65 0.69 3.5120 0.1463 0.1210 4.33 1.85 1.00 0.50 0.00 - 230 3B 8.0 0.13 0.80 0.104 0.42 0.00 0.42 0.006 0.020 2.0 0.083 4.1500 5.28 0.75 3.5120 0.1463 0.1298 3.85 2.08 1.00 0.42 0.00 - 232 38 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.087 0.020 2.0 0.083 4.1500 3.38 0.98 3.5120 0.1463 0.1634 7.93 1.01 1.00 0.48 0.00 - 232B 38 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 38 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 2 J d � N W O C p W t U 3 i. X O W O C U N C O 0 $ � o u 3 � � P? o a � U w fC c °� A + 2` Y C O FL > J Q U U O Ci d N ul 3 h W A U U J J W d Cl U � 202 3B 8.0 0.20 0.50 0.100 0.65 0.02 0.67 0.044 0.020 2.0 0.083 4.1500 4.36 0.92 3.5120 0.1463 0.1546 7.72 1.04 1.00 0.67 0.00 - 204 3B 6.0 0.09 0.70 0.063 0.41 0.00 0.41 0.094 0.020 2.0 0.083 4.1500 3.13 0.98 3.5120 0.1463 0.1634 7.60 0.79 0.94 0.38 0.02 202 206 3B 12.0 0.37 0.50 0.185 1.20 0.00 1.20 0.094 0.020 2.0 0.083 4.1500 4.69 0.91 3.5120 0.1463 0.1532 12.43 0.97 1.00 1.20 0.00 - 208 3B 6.0 0.39 0.40 0.156 1.01 0.02 1.03 0.010 0.020 2.0 0.083 4.1500 6.75 0.76 3.5120 0.1463 0.1312 6.53 0.92 0.99 1.02 0.01 212 210 3B 4.0 0.10 0.63 0.063 0.41 0.00 0.41 0.010 0.020 2.0 0.083 4.1500 4.77 0.92 3.5120 0.1463 0.1546 4.01 1.00 1.00 0.41 0.00 - 212 3B 10.0 0.30 0.50 0.150 0.98 0.00 0.98 0.044 0.020 2.0 0.083 4.1500 5.00 0.90 3.5120 0.1463 0.1517 9.11 1.10 1.00 0.98 0.00 - 218 STR 3B 6.0 0.16 0.80 0.128 0.83 0.00 0.83 0.020 0.020 2.0 0.083 4.1500 5.47 0.69 3.5120 0.1463 0.1210 7.71 0.78 0.93 0.78 0.06 216 222 3B 8.0 0.10 0.80 0.080 0.52 0.00 0.52 0.110 0.020 2.0 0.083 4.1500 3.33 0.99 3.5120 0.1463 0.1649 8.76 0.91 0.99 0.51 0.01 242 224 3B 10.0 0.25 0.40 0.100 0.65 0.00 0.65 0.110 0.020 2.0 0.083 4.1500 3.62 0.95 3.5120 0.1463 0.1590 9.84 1.02 1.00 0.65 0.00 - 226 3B 4.0 0.04 0.80 0.032 0.21 0.00 0.21 0.030 0.020 2.0 0.083 4.1500 3.01 0.99 3.5120 0.1463 0.1649 4.04 0.99 1.00 0.21 0.00 - 228 3B 8.0 0.27 0.46 0.124 0.81 0.02 0.82 0.006 0.020 2.0 0.083 4.1500 6.82 0.61 3.5120 0.1463 0.1093 5.68 1.41 1.00 0.82 0.00 - 230 3B 8.0 0.13 0.80 0.104 0.68 0.03 0.71 0.006 0.020 2.0 0.083 4.1500 6.46 0.65 3.5120 0.1463 0.1151 5.18 1.54 1.00 0.71 0.00 - 232 3B 8.0 0.15 0.80 0.120 0.78 0.00 0.78 0.087 0.020 2.0 0.083 4.1500 4.05 0.98 3.5120 0.1463 0.1634 9.73 0.82 0.96 0.75 0.03 230 232B 3B 10.0 0.35 0.46 0.161 1.05 0.00 1.05 0.087 0.020 2.0 0.083 4.1500 4.52 0.97 3.5120 0.1463 0.1619 11.06 0.90 0.99 1.03 0.02 228 234 3B 6.0 0.06 0.80 0.048 0.31 0.00 0.31 0.037 0.020 2.0 0.083 4.1500 3.37 0.98 3.5120 0.1463 0.1634 5.13 1.17 1.00 0.31 0.00 - 236 3B 8.0 0.28 0.45 0.126 0.82 0.00 0.82 0.050 0.020 2.0 0.083 4.1500 4.58 0.85 3.5120 0.1463 0.1444 9.07 0.88 0.98 0.80 0.02 208 242 3B 10.0 0.23 0.68 0.156 1.02 0.01 1.02 0.052 0.020 2.0 0.083 4.1500 4.94 0.86 3.5120 0.1463 0.1458 10.01 1.00 1.00 1.02 0.00 - 244 3B 8.0 0.14 0.63 0.088 0.57 0.00 0.57 0.052 0.020 2.0 0.083 4.1500 3.97 0.91 3.5120 0.1463 0.1532 7.62 1.05 1.00 0.57 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N b N t.. O a � o o 0 3 u is c m _ � n t � C C O a > J Q U U U O d U. H W o o F K left 0.09 0.58 0.052 0.21 0.00 0.21 0.0010 0.0200 2.0 0.0200 1.0000 5.71 0.71 right 0.10 0.58 0.058 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.94 0.70 216 3C 6.0 combined flow 0.4 0.07 0.161 3.68 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N N N N N p � C C � U C 6 o � N a � N � N u `u ° c a ° � U C C C N N Y � a > � Q U U d Cf C7 �. W left 0.09 0.58 0.052 0.34 0.03 0.37 0.0010 0.0200 2.0 0.0200 1.0000 6.85 0.63 right 0.10 0.58 0.058 0.38 0.03 0.41 0.0010 0.0200 2.0 0.0200 1.0000 7.12 0.62 216 3C 6.0 combined flow 0.8 0.11 0.234 5.37 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FTC) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 214 STR DI-7 3.00 6.40 0.10 0.40 4.00 0.16 0.5 WEIR FLOW 214 STR DI-7 3.00 6.40 0.10 0.40 6.50 0.26 0.7 WEIR FLOW 238 DI-7 3.00 6.40 0.37 0.40 4.00 0.59 1.2 WEIR FLOW 238 DI-7 3.00 6.40 0.37 0.40 6.50 0.96 1.6 WEIR FLOW 240 DI-7 3.00 6.40 0.46 0.65 4.00 1.20 1.9 WEIR FLOW 240 DI-7 3.00 6.40 0.46 0.65 6.50 1.94 2.6 WEIR FLOW Landscape Notes k �+ TREE CANOPY CALCULATIONS: 1. 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 OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS k n SHl DWELLING UNITS 22 RESIDENTIAL UNITS LORIE WIERENGA 1 OF CONSTRUCTION. / / PROPOSED DENSITY 22 DWELLING UNITS 14.5o AC= 8 DUA „ DOUBLE STRAND#12 GAUGE WIRE 4 I WITH RUBBER HOSE & TURNBUCKLES S r / � Rw [ PARCEL A NOTE: DENSITY OF 10 DWELLING UNITS OR LESS PER ACRE REQUIRES A MINIMUM �1 //,y 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO k ��+, n ZONING. R-4 OF zo%TREE CANOPY �� y' _-\� TREES UP T04"CAL SHALL BE STAKED 'sLJ 2"x2" HARDWOOD STAKE \ MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION SE SFD UNIT L WITH 2-UP TO 4" SHALL LL BE S. EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY �, / / / 2831-503 �\ ` �I �/ TREES OF 4" CAL. OR LARGER SHALL BE CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS Q TOTAL SITE AREA 196,o96 SF(4.5o AC) �� CUT& REMOVE BURLAP FROM TOP GUYED WITH 3 EQUALLY SPACED, TWISTED, AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ k �D - 603 (P OPEN SPACE AREAW - 40,486 SF(o.g2g AC) 1 30F BALL AS SHOWN W / OPEN SPACE AREA'S' - 3,4SF (o.o8o AC) SCARIFY SUBSOIL T04"MIN. DEPTH AND TURNBUCKLES. LOOP HOSE AROUND w \ \ �\ 7 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY \ � OPEN SPACEAREA'C' -2,445 455FTRUNK. FLAG WIRES WITH COURVEY TAPE. (o.o56AC) -� `\ ALLBREP ACTIVITY IN NEEDED WITHIN ANY N PROTECTION EN CO AL . PROTECTIONHAL MEASURES F �_� MULCH SAUCER CONSTRUCTION C EEE L TREEw OPEN SPACE AREA'D' - z,749 SF (0.063 AC) }- � -� � � � REFER TO SPECIFICATIONS FOR SHALL D REPLACED XI ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE \ \ Q FURTHER INFORMATION � w �• + Q OPEN SPACE AREA'E' - 2,141 SF (o.o4g AC) � � FINISHED GRADE , � -� WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ��\ 144,781 SF (3.324 AC) / TREES UP TO 4" CAL SHALL BE STAKED. \ \ �VF } 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 TOTAL TOTAL TREE CANOPY REQUIRED 20%x144,781SF=28,956SF GUYED WITH 3 EQUALLY SPACED \� PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE \, �\ TWISTED, #12 GAUGE WIRE WITH HOSE _ GUYWIRES WITH RUBBER HOSE AND EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE w \ + TREE CANOPY PRESERVED =zo1 SF 1 Hr. TREE AND TURNBUCKLES. LOOP HOSE TURNBUCKLES 2/3 UP TREE 2, 023 AROUND TRUNK ABOVE BRANCHES 0 BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO - -_ t"- -_ - \ TREE CANOPY PROPOSED ON SITE = 27,1gg SF =111-III - - I- AS ADDITIONAL FLAG L INFORMATION. WITH G DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO w + OIlAgN -III COURVEYTAPE.REFERTOSPECS 2"2"HARDWOOD STAKES, ALIGN \ \w \{ 1TjQ�LjL�tPOVIDED = 2g,212 SF - r / TOP OF STAKES COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPUNES. \ rl 11L1 FOR ADDITIONAL INFORMATION. � \ \ III - -� AMENDED SOIL MIXC/ MULCH SAUCER 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE \ \NOTPROCSTRUCTION - - V I THA SAME SOURCE (PER SPECIES). • \ + 1 OBSTRUCTO SEEDDIOR GRNDE DFFERENCESAS DEEXSTDTHATWHEN IT NOTBHA ESBEENT NOWN I- =III III III- %/a ' �'f AMENDED SOIL MIX No. 35791 n 02/08/22�� TONAL E��'S N A / A MA V K �- COMPACTED SUBGRADE i\ /�I�I\� 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF z z z THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL =III w w w CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS f w NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. III / = z E E E 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 �11111 O O O O _ ARRIVAL ON SITE. SEE SPECS. _ CUT AND REMOVE BURLAP FROM TOP d iO U U U 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL w 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND Not To Scale U) U "- - - AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. IF II-II� V) 113 OF BALL AS SHOWN 2: z z z PRIOR TO DELIVERY. `S6 w \� -- - SCARIFY SUBSOIL TO 4"MIN. DEPTH Z LU 1n > > > 2 J ty -III-III III-III=1 =1 o N 0 0 0 63(". • w 10 III III COMPACTED SUBGRADE z J U U U 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. F Rk III O O a ct� w w 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL S�Iy \ w' eUcp�R OFF looylY�ro f? ~�/� > z o o BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND DENSE TREES \� �Ap �'/p SST \ T N/ Evergreen Tree Planting Detail �// � u) u) Ln ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. !! LAN ANTS NO TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO Not To Scale 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES \\1 (Q O/I/ BE MAINTAINED I REA ETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO > TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. w \OT \ PRESERVE SIGHT LIN AND CCOMMODATE PEDESTRIANS. W 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOA. ^ I FJ Q \ \ GRAPHIC SCALE W� County of Albemarle ' ® \ 30 U 15 30 60 VO Coreervatton Plan ClserkBst - To be placed on Landacape Plam (U.Mbonk, W M-284-I11-297 for complete. speeircanans) w 1_ 0 Tro 1ahem. abaun hw•aa me Man, ® O w n ( IN FEET % Trees to be saved ; I --� \ ,fin N- KI Location ndtype ofpr Wfivennest,, sto be saved); oEC,� % \\ �Q�.%I ^ \ ,\ 1 inch = 30 IF ® Location ad type ofprotecuve fad.g', K �' Q ® cmae enmgea requMng tro wens nrwalla; � / ,�O w Og C L' 0 PmposedtenctgwN dingbeyondNelimitsofeleanng. II IMP 61A0 06 IA 00300 RWA [ / / ' \� 9 °To 4 QR 2 MarWma. I I HENRY C CHAIKLIN & OECK 4 AR ^ w Au sesreb aavasnauroemaa awmpatm bro ataneigmclaay atmem gmpmmtnpmamm. I KATHERINE LOUISE PECK E3 No gmdusg shall begin until the trm marking has been inspected and approved by a County InapeetorL . I RWA N / 2 BIN , A�T J I ZONING R-4 / a 3. rrer.nnraru.ncaarer..r. I I USE: SFD UNIT'/ w� \ reaweacreatienmaprotentmmm m an lb ra eweawmaemnmmoronaae. 1 PROPOSED ROW DEDICATION AREA I D.B. 4794, PG.131 _ / _ / / W \ w 4. eamamamonamn.a erne stor.ae: U to be saved Heavyved. ml, veNeulm traric and storage ofconswetim mazenalsineluding soil anell not bepemntlttl within the dripGnm of treo I I �- / j `( ♦_ w w / 5. S.il Eroalon and Stormw.ter Mfifkian Devooa; _ �- / % LOT22 ® Sucndev shall ncrcadvemdyatfeatwe wbesavM. -t I w \ \ / 3) EXISTING STREET REES ` U IMP 61AO-01 1A-00400 / '/ /' % '/ w REMAIN(MAPLES) TO LI7 Fires are not permitted within 1p0 fcet of Ne dnpline of Geri W be saved. / 1 1 MICHAEL CORBE77 w V� 8 AR T. ZI Toaadrate TT Q / ® ToxicmataiMs shall not bestoroi vnthin 100 fee[ofthe driplive ofirees to be saved. I I MICHELLE CGRBEII /'/ LOT21 p A / s. PrateetivaFeneina: I ZONING: R-4 1 \\ PROPOSED 6' PLANTING STRIP TO BE Q Treesmnaretaineavttn:n4of«rofapreposeannuaingmgramngaanv;yslmuneprorataabyfmamg USE, SFD UNIT � ^ / / / ,p / Q For¢ngshMibemplacemdsnallbeuvspsteamdapprav ibyaComyisyspxwrpnmmgmdu�gorwnahvenan 1 I +4�" E ' / � / ; A, IV � �\ w • INCREASED TO 14.5' IN THIS LOCATION I D.B. 4854, �C3fi- 8 1 , \ \ 9. Tree Walla: I - j S 85'49'56" Z o' TO ALLOW FOR THE (3) EXISTING ® wnenthegrounalevelmustbemi We thnNednpwoofametebesavedateeweusMlbepmviaeamda v Uon&e I 1 I - _ i' - _�--� -- I 50.48, E 6p.5 `p ;'.� / i i Cep / `' S/G/yT STREET TREES TO REMAIN epprov lo. Tree Wall afor M. ^I� -_� ' J ,� a�W W �,� ,�� / LANDSCAPING/Z ® wnenme alev m tb rower awm n Dean t orb a m,atreewMla aube aea;maacnmmtinny ad N 11 a15 1( w ACCESS AND--- y A C655 A 7 B glom ,nine a prop s _ W W �,E w w , \ ,(F submitted for approval. - ' u / MAINTENANCE ' / I / INT F'\ ' N 4 W W c y, <u LOT Z9 0 \ / u. rr.aenmaanaTaa.ama: I t _ � � F 23.14' E y `..�` i � �-.EASEMENT �/ �i�� � i EATS ENT 4�0 J'C9<. w w LI7 Wnontenchw isrequireawitni enmtofcle i itsnallbeaoneaafarawayfromuretnmksofheesaspe ble.Ta eo g, underalmgetmesnellbewnstderedmmalte vewhenntsmt paWe tnecwse ftmclangwdldeatoyfceaerroots. I I N 1 1'1510 12. Cleanu 1 I IMP 61A0 06 1A-00500 7.00 ^� ; �� '� �' \ �' W ` �' W ! 2 '\ / \ \ 8 BIN hoe remnganalbetholetrm moyeddm gheBne e T. HOLLY NELSON DAMS LOj 18 A d 2q w \\ \ I n. namar.aa rr.e. 1 ZONING.' R-4 i / .W `�� W W �y� / ' '" /i i / / Lo•%� llmsaged trees slWl ba heated unmedia[elp by prmtlng,firuhmtimmodrermethods recmwtmded byatce apacieliat I I USE. SFD UNIT I----------------- - - / ,!- >� / ``•��.. �%� .e 'y W ii ' ( ' / '� / 3 ® j \ NOIE:11 psiEVEVELOPER'S RESPONSIBILITY TO CONFER WITN TNECONTRAGTORONTREECONSERVATION II II D.B. 4737, PG581 I / ,/' \��\\\ \ \\�\/ �• F\� \\ // S. \w/ /� FCk / LOT.16,// • I `, REQUIREMENTS. '\ r 10/11/20 \`� LO/ 1`5 ER / •`\' . \ OWNSIGNATU (DATE) LOT1 / ' / ' \\ ` ` 1'!p JN 11 i 6' PLANTING STRIP LANDSCAPING FCt i V w W M� CONTRACT PURCHASER SIGNATURE (DATE) I / ACCESSAND ' ' \ \ + W \ I 5/1106 Pepe 1 of I � 11 � /T 'A GL/ /' LCjT 13 1' LOT2 / i MAINTENANCE II i l EASEMENT I IMP 61AO-06-1A-00600 / r �' I ti �@ W Z. W W W W VAN DER VOORI, THOMAS L JR ___---------. -7 /--------___--- i / i LOTS ° ss Y'�F ck w J' _ U OR ✓OAN L HORN / 6 PLANTING STRIP ZONING.' R 4 _ I USE- SFD UNIT / i / aJ i y _ ---- v- I D.B. 4619, P0485 TO - ------ -' - --- i / LANDSCAPING ,,�, �i� - ,w l) w y % _ ®501 LOCHU MAINTFN/1Ck v i y Y %/ �' BENCH MARK 14 I �- ®- _ pNE - - - / LOT 4 EASEMENT i 's IRON ROD I I\ °� "o _ LOT12 PROPOSEDSTRE V I (54 R/W) -" / / v --- TREES (TYPIC a _ - -P08CI OR AD MAINTAIN LOT S /'. 1 � ----------- " LASE PING' 9QR� --- -- - -- A AND r� �. „' ./\ MAINTENANCE \\ i >.i ''II I Iom �EAS�MENT `v • j / i 'I III <k 1 ,� w w � m w w .p w � w v v y �� `" w w � _i LOT6 ly �� 1 I LOT11 L / STP EE THEE", W W f / r� q // jTYPIICAL)W E /v'- ' 2 I / / b./ W W °p w v. .P w w w 6' PLANaTINGySTRIR • /.. 'k W W J° W W W W W \ d, W \\ �_ \ • / f 10.AR / - /•(� "�W W W W W W W W W W W W W W .p W W\ W W \ \ \ \ \\ � / i \�: I W W +F 'I '_I -- 1 II -- , I j. I£ I�1 f� _ i gp�DSCAPING W A V � �` A � '. W y Is /a/ / W W W W W •Y W W W W W W •Y W 69R W \\ W �v� V A i� ���ACCESS AND A I �I��- I II 11. \ / / /j// W W ✓ W W W W W W ✓ W W p W W W w k `\ w MAINTENANCE W W 22 EASEMENT / / V p WY W W W W W W ✓/ W W W W W ✓/ W \ W W\ \ \ I i II III W �1 I II. �I LOTW -, I I Lary W W W W W ✓/ W W J• W W W W W W W W W \ W W\ - \ 1 I OT _ v• A I m W 1 � W W W W W W W W W W W W W W W V. V. \\ W \ . t 23 v % / / /i v v wl 1. i J �9' F)C FTC \ 7` �` Is Iy .I III I I BAR ------------- LOCHL YN HILL I 1 \\\ ` / /k' W W W W W W W W W W W W W W W W W W W\ W J• ` ` \ \ / 1 ♦ IW 1 1� __-_-__- / / PARK - CURRENTLY 25' 24 / / / UNDER CONSTRUCTION W W W W W W W W W W J W W W W W W J W W W W i W W 1 P'E1P CI / J W V do W:.. W J. - .L J. W W W W W W W W W W W W W J• J\ W w Y%�( \ I I I \\ // \ / // W W •Y W W W W W W •Y W W W \ LANDSCAPING I PLANT LIST av vI� LOTS MAINTENANCE ACCESS AND USE. 25 W W W W W W W W W W W W W w I W EASEM N 11 Is SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY STREETTREE QUANTITY TOTAL CANOPY W ,p W ,p W W W W .p m .v .p .o �\ ', . , \ II LOTS / CANOPY TREES \ AR ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 2- 21/2' cal. 452 28 12656 W W W J W W W W W W m v v- 6 �/ LS BIN BETULA NIGRA RIVER BIRCH 2- 21 2" cal. 397 11 4367 / QR QUERCUS RUBRA RED OAK 2 - 21/2" cal. 424 24 10176 W W W W W W W W W w W _ \ EXISTING TREES TO REMAIN W 4, W W y W W W B. W 3.59 � � W �,23.1 ' .. .. .a ° Y1°3 2 a . ° MAPLE (YELLOW) 16", 24", 24" VAR. 3 2013 :. TOTAL: 29212 11+00 ° r-"„- STREEI53 DEDICATION) FOR D 11 ° . - p CURRENTLY UNDE - L, TY PARCEL B I L9�A ('') \'J N IIIIIIIIIIIIIII_ C'') � z N O ^Q L _ o N W N 0 -� N Q o ; O c Q Q J z J ° U) LLLL a C L9L~ > z O LU 3 U� z< Q T w ^ Q a z _J o i z CD z F- J w W Z z w U z W - Ly O Z � J J o VJ J/U)� o L a LU O a m 0 < U X N IMP O L OF CH p ° A CN LU C PUBLIC w 507-4 0 = ' U C. Ln JOB NO. 112062 0 N ° SCALE 1 11=30' N C ° SHEET NO. a 16 m Page 6H-52 Apid 2015 + / T}-plealTl'diileCOntl'Oi April 2015 Page6H-103 / / � / April7U15 Page6H-_ L Table 611-2, Taper Length (L) Lane Closure on aPr -LaneRoattit is' Fages Road Closure Operation with a Detour (Figure TTC-23.1) (Figure TTC43.1) / \OTES / Guidance: 1. Sign spacing distance should be 350'400' where the posted speed limit is 45 mph or less, and 500'-800' l where the osted s eed limit is eater than 45 h. BARRIER DELINEATORS P P greater mP 8 BARRIER PANELS 2. Care should be exercised when establishing the limits of the work _one to insure maximum possible SEE NOTE 12 TEMPORARY BARRIER \ / sight distance in advance of the flogger station and transition, based on the posted speed limit and at R11-2 tom SEE m COTE 11 j least equal to or greater than the values in Table 6H-3. Gen¢ralty speaking motorists should have a oLo33to dear line ofsight from the graphic flogger symbol sign to the flagger ® ® 3.ylhere It :gfed. -Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs maybe ; Ix Standard: traffic to reduce speed anq /' /• used. Epp , fl / TYPE B .16 mo S m WARNING LIGHT 4. Flagging stations shall be located far enough in advance of the work space to permit approaching W m ���. d.+or stop before passing the work space and allow sufficient distance for 0 0 fl departing traffic in the left lane to renum to the right lane before reaching opposing ti:tffic (see spp. "ROAD CLOSED / Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have then' certification card in their possession when rc Rt1-3a •AM."`; W23 LOCAL TRAFFIC Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks <- 25 95 105 115 125 L= S2W/60 30 135 150 165 180 " 35 185 205 225 245 " 40 240 270 295 320 " 45 405 450 495 1 540 L=SW 50 450 500 550 600 " 55 495 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 " 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with 1%L being the minimum. performing flagging dudes (see Section 6E.01. Qualifications for naggers). 0 _ WOOL �� ' IIg1140® 'R` 6. Crone spacing shall be based on the posted and the values in Table 6H-4 on Pa 6H-6.1 > W rr Table 6H-3, Length of the Longitudinal Buffer Space 7. A shadow vehicle with at least one high inteusin. amber rotating. flashing, oar oscillating light J Wz a Es - ONL V BARRIER \ g p1 option shall be parked 80'-1-0' in advance of the first work crew. \i W Z (R1 1 -3a) r go -� on: 8. A supplemental flagger may be required in this area to give advance learning of the operation ahead by slowing approac trait prior to reaching the flagger station of queued trait Guidance: A If the queue of traffic reaches the BE PREPARED TO STOP (1P3-4) sign then the sign; portable temporary rumble wins (PIRS)t, should be readjusted at greater distances. 10. when a )lighwal -rail crossing exists within or upstream Of the transition area and it is anticipated that F i t-�I SEE Ma6 7 \ Q / / ew / (pieues resulting from the lane closure might extend through the highway -rail grade crossing, the l• ' } NOTE 0, M3-2 temporan ozpc control -one should be extended so that the transition area precedes the highw'gs-rail . �C g N -- OR SEE crossing (see Figure TTC-56 for additional information on highwlt)'-rail crossings). t I� . - • �1 M&1TE 0 --- - iDV PAW T Q Standard: a SEE W �,.�„� _�-- t FASr� O p fl kl SEE NOTES 3 & 4 r/ GT 11. At night, flogger stations shag be illuminated, except in emergencies (see Section 6E.08). NOTE z � SEE 'h ® NOTES i1 n: Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 • t'01 � °R so Mt -a CKET Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 1651 30 200 - 210 35 250 - 260 40 305 - 3251 45 360 - 380 50 425 - 445 55 500 - 5301 60 570 (001 65 645 - 675 70 1 730 - 760 feet or less- ZI M4-V3L 13. For low -volume situations with short work zones on straight roadw'ays where the flagger is visible to sEE ARK road users approaching from both directions. a single flagger. positioned to be visible to road users £131ON os NOTE 2 W20-2 1 aooroachitg from both directions. may be used (see Chapter 6E). 3a5 1 r3 t' Standard:l se -ow 1T 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 (51'34) siw. The portable RF temporary rumble snips shall be monitored and adjusted as necessall' during the work shift to L - ensure proper placement on the roadwai. When the PTRS are installed, the RUMBLE STRIPS t: Rat lsioe 1 - mumgs ` S s�' .., 1: Rr"ni.. 1-M1/20H, ABEAD ('"-20-5-26) sign shall also be utilized.11 - rs; , 9 ocNsc ,Kars _ _ F r \ L q (,y \ >,o, GT L DINSE rreccs S)�9 h��Uc oqo WiOT'tSTF \ ( \N aNRQ krF .. NtDey� rys/ON 1 . Page 6H-52 Apn12015 April Page 6H 53 �" �p Q IR \T TsTiical Traffic Control Lane Closure on a Tiro -Lane Roadvvgv Laing Flaggers Lane Closure on a Two -Lane Roadway' Using Flaggers 10 Z -" 1 \ (Figure TTC'-23.1) (Figure TTC-ITC1,IIR 3 PostedS eel 0-35 36-SSn h PTRS Spacing (Center to Ceuter) 5 Feet 3 Feet No. 35791 02/08/22�� ZONAL E��N z z z w w w 0 ZO f a 0 0 0 U) IY z z z Z w 0 m N > 0 > 0 j 0 U U U O o a W IY W � a a a w . 0 w w > > > W � W L Sign spacing distance should be 350 =500' where the posted speed limit is 45 mph or less, and 500'-800' wear ►� "�� - m 1' '"e'1=1 vs5' \ \ where the posted speed limit is greater than 45 mph. avox �EEs L9 2. Care should be exercised when establishing the limits of the work -one to insure maximum possible utr9a / \s$ sight distance in advance of the flogger station and transition, based on the posted speed limit and at 3Rn 3110 ' i LOT22 `a least equal to or greater than the values in Table 6H--3. Generalh speaking, motorists should have a trdry peel M 4 ,. a \ \ �dearlineojsightfromth¢graphicjlaggersymbolsigntotheflagger � -- _'�' �� ,' R �- dO1S _G20-2 (V} OPEN SPACEf LOT21 N 3 Rhere Right -of -Way or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may be _ - - - - i t U. SPACECRES used. z _i, _ 1'43' E r S W4956' E Standard: -T -- 500± 50.48' 60. cot / / 2e mF ro ,- .. i yar =,�o LOT 20 4. Flagging stations shall be located far enough in advance of the work space to permit approaching R 11'15'10 W Traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for • J 1 2 s.zr +N ?T4814 f1.- o�PE 3 ��� � �T 1� �. ? \ \ \ t Q 1 23. 14' N ry i SO r deparTing traffic in the left lane to return to the right lane before reaching opposing traffic (see 0 5 N if'15'10' W t4 sfi \ tq9' ' , ' Ss \ eg Table 1 g 5 P N011tl1S tl3eJeJ7lj O 1 ( 7M' iRv 4C,gd, \. . • . , . iFS. \ LOT , , N S. >➢ flat gOshill be state and hateQrheir certification card i; their possession when f TT "ROAD CLOSED" = ------ -1 l- ' . q3p f OT'17 z RF R )• 0 50 -100' / 0 \ erformm flat gin dudes see Section 6E.01, ual�cations for Fla_ err O SEE NOTE 4 / _ �'r ` ` y \ 6. C ones acing shall be based on the posted speed and the values in Table 6HJ on Page 6H-Cl 1' {'. - 4\ . ` , ` ,. ! LOT`16.,1 a` fy Z spacing P P g - _ _ - BARRIER RI I -2 i �- ®zg' / ;; :, �, 7. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light _ ( ) - --- - i�L0T15 PROPOSEOR/W N D, shall be parked 80'-120' in advance of the first work crew. \ 1 3 '\ [DT1 „' / \ --� '� [OT 3 \ DEaICA CRES) fA �. Q Option: �A - � A �I r � �' � .� i � z3,p F, �• � � 2, ( /o.ossacREsl Q � 80'-120' 3' 1 l C0T2 , ql ,.,E q A. 2z "� L6T1,3 LL 8. Astn�entalflah�� r �iredin8f giveadvancce��azwn ofthe tionaheadby --/ i ,,�reF<<Fy / foPENSPACEC o 6 � uPP @ g opera ) / rq slow' approaching traffic or to reachingthe flagger station or d traffic. � a " ASFM� zz. ems. O:Os6 ACRES aNsc TI U � '�e Fie - Gaidance: SHADOW VEHICLE y /' _ _ LOT 3 �� / �qT \. a7, / UJ J �I 9. If the quanta of nq c reaches the BE PREPARED TO STOP (TI734) sign then the signs, and #'wed AW �, s REQUIRED - ti�� z , . Q portable Werpormy numbles&0 (PTRS)r, should be readjusted at greater distances. o 10. 16hen a highwm-rail crossing exists withm or upstream of the transition area and it is anticipated that O SEE NOTE 4 __ - - - o H sir - BEACH- z E . / / LOT4 ,��,' s, / L �w .. V NOV queues resulting from the lane closure might emend through the highway -rail grade crossing, the °0 �,-t00• 1 14 ',. .,-.� i •.q: _ / i /� t hue= `^ a n temporan traffic control zone should be extended so that the transition area precedes the highway. -rail o FLAGGER STATION - LOCHLVN HILL DRIVE ; �titi i ' LOT 12 v J crossing (s¢¢ Figure ITC-56 for additional rnjrmation on hrghwm-tarl crossings)- a SEE NOTE 2 Olt R/w) ®® v \ w - Standard: I /- - - - - LOTS '/ _ --- ---_ -- ° / --_-- ��ADMA1WA1N yM0D , �� / / / - SEE -_ 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). _ w NOTE 1 / / / OR \ , '', %/ - . - -ii4- --- 1._ :mot �l � o +009 L9 i W2D-7 19 l / / t� . N �d3•Vl a• a i i :' p �' 1 t Od w / `( A 9 A3 - ti v r I I 0 LJJ 3 12. Cones mire be eliminated when using a pilot vehicle operation g when the total roadaav width is 20 NOiE t / ! VOT6 feet or less. _ / / :: o /, o W3a / 0 LOT6 • ��// _,_ - p' �' . , LOT 11 L.I- 13. For law -volume situations with short work zones on straight roadways were the flogger is risible to ,E sEE NOTE 9 ; �,/ , / ; SINGLE LANE CLOSURE ALONG, '' '�� _ _ U road users approaching from both directions. a single flagger. positioned to be visible to road users PORTABLE NOTE t / 21 �' �� ! i Q o approaching from both directions. nLTv be used (see Chapter 6E). TEMPORARY ao1µr 1 w20-V28 / �- s / , t - - - - - - ` RUMBLE STRIPS =<R SEEN0TE,4 _ SUTHERLAND STREET REQUIRED \ ':.- _ _ 123-- U �mdard: SEENOTE 14 �/ SEE AHUD / .. , v1e! `,� 14. When approved for use. three portable temporan rumble (PTRS) snips shall be installed across (OPTIONAL) �/����/// NOTE 1 xu udr / �_ / OPEN SPAC I I J m entire travel lane adjacent to the BE PREPARED TO STOP ('"'3-4) sign. The portable aOAD / /T 22 "END ROAD WORK" FOR MILLING & OVERLAY WHERE � ,� % - 0.063ACRE5 ' w�:.. J z o porary rumble snips shall be monitored and adjusted as necessar}' during the work shift to _ SEE ""°° / - Lor10 Y H w w•e proper placement on the roadway-. '"hen the PTRS are installed, the RT-N BLE STRIPS NOTE 1 ROAD i / //�/ \ - / ( ) THE PROPOSED ROAD CONNECTS s LOT7 I II '' AD ('"-20-5-26) sign shall also be utilized. wota / 23 ; SIGN G20-2 l ` 9 Flc Fqc o AHEAD .� , / - % LOCHLYNHILL INTO EXISTING PA VEMENT .. �'':: t, t, _ - = - • : -:�' '�--- - _ . -' _ -' I Lw Z mph PARK-CURRENTLY\t I _ - 1tY a, // - ,,,. II it 24 , , . NDER N TR TL :- I 1 r U COS UC O. 1 / \\ W '�'Y W 3Y W „ �' W " W W W „ Y' W 'v W a' W " W Y _ _ ` . : ` •: ROAD CLOSED 1: Rnivog 1- 4/1:]015 Ln 1: Iievsroa 1-4'1.Ola , s ® h I � z �e 25 • ` - . . . "ROAD CLOSED �`� ® LDTR BARRIER (R11-2) Z DN ;� .. BARRIER R11-2 \ - - - - --� w U w ( ) - .\ Q 26 % �' a J--- - - --- ..--�25:07'. W O N S 86'4J 33' W 623.1b' f35.82 ,may/ J - . W W ' z S•. / 4�e 362.26' 7 au auawmp 5 '4 68j.. Aq®� .<.• 9 d n. _ - W20-/ U o r w �® N s e E 22119 COMMON AREA W20 7 --- h OPEN SPACE 2 _ - - - - - _ --- - -- - --� .. ,.. a SIG x8'F/C F/ •� �a z .SIGN ;... ... �� : _ N I- Lii _ PREPARED TO 27 _ -- ..� . �,I BE I // 941 28 _ BE PREPARED TO STOP" SIGN (W3-4) 121 1 20 Q s � � STOP" SIGN W3-4 SIGN 1 �� 124 C� GRAPHIC sc ., ttRIGH ( ) q T SHOULDER CLOSED PROPOSE 27 2P /t o so o zs so 1 zoo s 1 ' ` N m 29 RIGHT SHOULDER CLOSED o AHE_ 13 � j I � AD"SIGN (W21-5bR) � � � 30 ) 35 I AHEAD" SIGN (W21-5bR) -� 0 w ( IN FEET �� i / - r 1 134 ` I -t = '- � a U, -Oo 31 - - -- I �� �� JOB No. inch = a0 ; if LANE ROAD AHEAD" ___yf ---= - - ;� -- :` 32 i -- ---T---- -- SIGN (W20 4) -------------- "ONE LANE ROAD AHEAD" �- -- - -- ---- - - -- _ SIGN W20-4 - 120E 0 1 -o t It WORK AHEAD it I 1tt 0, o / 5 1 1 90 - --� 89 I �� --- "ROAD WORK AHEAD" - - �% SIGN W20-1 - e / \ 33 .. )) I il'ii 8 ---- SIGN SHEET NO. a 8 (W20-1) 1 � q t D' _ - m Posted5 d 0-35 ;6-� ui,h P'rRS S acin Center to Center 5 Fcet S Fzeu