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SDP201500014 Plan - Revision 2016-02-24
LEGEND EXIST NEW DESCRIPTION 163 TC x 125 TC TOP OF CURB ELEVATION 163 x 125 SPOT ELEVATION 163 TW x 125 TW TOP OF WALL ELEVATION 165 BW x 125BW BOTTOM OF WALL ELEVATION — OHE- OHE BENCHMARK PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK STORM SEWER - RD RD ROOF DRAIN e SEWER LINE — 6"W — 6"W WATER LINE — GAS — GAS GAS LINE — OHE- OHE OVERHEAD ELECTRIC WIRE — UGE — UGE UNDERGROUND ELECTRIC — OHT — GHr OVERHEAD TELEPHONE LINE — UGT — UGT UNDERGROUND TELEPHONE LINE D - DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C C PLUG (ev � WATER VALVE & BOX ♦ -� FIRE HYDRANT ® WATER METER ♦� ♦� LIGHT POLE f f UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE PLAN FOR f KEE STATE RUN TAX MAP 62, PARCEL 8 RIO DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP 0,r.AI F- 1 11=1 nnn, SANITARY EASEMENT -- — -- — GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT _ STORM DRAINAGE EASEMENT --�-�-� TREE LINE FENCE STREAM 312— — 12 — INTERVAL CONTOUR 300— — oo — INDEX CONTOUR CG -2 CG -2 STANDARD 6" CURB CG -6 CG -6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP OASPHALT SITE OGRASS EC -2 MATTING EC -3 MATTING DD WETLAND to to PARKING COUNT 11111 11111 CROSSWALK HANDICAP ACCESSIBLE AISLE ® CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FINAL SITE PLAN FOR f KEE STATE RUN TAX MAP 62, PARCEL 8 RIO DISTRICT, ALE3EMARLE COUNTY, VIRGINIA VICINITY MAP 0,r.AI F- 1 11=1 nnn, IMAGE PROVIDED BY GOOGLE MAPS PROPOSED USE R4 cluster subdivision with 26 new attached single family units Gross Residential Density: 26 Units/7.09 Acres = 3.66 Units Per Acre STEEP SLOPES Slopes greater than 25% are present on this site. Refer to sheet C2 for locations. IMPERVIOUS AREA SCHEDULE EXISTING Area % Open space 308,840 SF 100.0% Total= 308,840 SF (7.09 ac.) PROPOSED Area % New Buildings 60,060 SF 19.4% New Road/Sidewalk 61,441 SF 19.9% Residual Open Area 187,339 SF 60.7% Total= 308,840 SF (7.09 ac.) Total Impervious Area = 121,501 SF (39.3%) LAND USE SCHEDULE EXISTING Area % Open space 308,840 SF 100.0% Total= 308,840 SF (7.09 ac.) PROPOSED Area % Lots 181,639 SF 58.8% Right of Way 47,518 SF 15.4% Open Space A 3,291 SF 1.1% Open Space B 56,570 SF 18.3% Open Space C 13,368 SF 4.3% Open Space D 2,686 SF 0.9% Open Space E 3,768 SF 1.2% Total Open Space 79,683 SF 25.8% Total= 308,840 SF (7.09 ac.) PARKING SCHEDULE Required parking: 2 parking spaces per unit: 26 units x 2 = 52 spaces SHEET INDEX + 1 guest space per 4 units: 26 units x a = 6.5 spaces Total spaces required: 60.75 52 garage spaces + 52 driveway spaces. (Distance between back of C I - C O V E R SHE ET sidewalk and front of garage > 18') Total parking spaces provided: 104 spaces C2 - EXISTING CONDITIONS WATERSHEDS C3 - SITE PLAN OVERVIEW * SHEET KEY This site lies within the Upper Rivanna River Watershed. LIGHTING &LANDSCAPING C4 - 5ITE PLAN There is no lighting proposed for this site. C5 - UTI L I TY PLAN See sheet C10 for landscaping plan. C6 - GRADING PLAN FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date C 7 - E ISE E STATE ROAD PLAN February 3, 2005 (Community Panel flood lain. ,this property does not lie in a Zone AE 100—year flood plain. C8 - fKEE STATE DRIVE ROAD PLAN C9 - LI DEITY HILL COURT ROAD PLAN * DETAILS C 10 - LANDSCAPE PLAN CI I - SITE * LANDSCAPING DETAILS C 1 2- 51 T E D ETA I LS C 14 - UTILITY PIOEI LES C 15 - UTILITY PROI`LES C 16 - UTILITY DETAILS PH Ate!_ I FPnCn,lnNI %� CnFMIN 4FNI7F i'(7)NITP(7)1 PI A N I C)_ PH Awl= � FPn�ln�1 � �FMIN 4FNIT �nNITPnI PI A �I C'�'� FRn�m-InI\I � �FnI I\ /IFI\IT cnNITI��1I F)FTA I .; OWNER / DEVELOPER Owner: Free State Partners, LLC. P.O. Box 645 Charlottesville, VA 22902 Developer: Red Dirt Development P.O. Box 645 Charlottesville, VA 22902 ZONING R4— Residential, Airport Impact Overlay District SOURCE OF TITLE DB 4131 PG 189 MAGISTERIAL DISTRICT Rio BENCHMARK Existing sewer behind Lot 26. Elevation: 429.11', NAVD88 Vertical Datum SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Plat by Roger W. Ray & Associates. Provided to Shimp Engineering: 07/14/14. Source of Topography: Two (2) foot contours shown from an airborne survey under the supervision of Scott E. Leiffer, aerial topography from Bell Land Surveys, LLC. Dated: 04/17/14. BUILDING HEIGHT Maximum Height: 35 Feet SETBACKS Front: 25' Rear: 20' Side: 10' EXISTING USE Vacant Land TRIP GENERATION Proposed use: 26 new single family attached dwellings has a projected ADT of 182 trips per day. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE 00 v JUSTIN M. SHIMP a Lic. No. 45183 "VS -OVAL NbRTI1FI-FLDS RIO a rt 651 SITE 4�arpng R{1,+ a 1 ffkL- QTY i, -n _ X31 Town h + IMAGE PROVIDED BY GOOGLE MAPS PROPOSED USE R4 cluster subdivision with 26 new attached single family units Gross Residential Density: 26 Units/7.09 Acres = 3.66 Units Per Acre STEEP SLOPES Slopes greater than 25% are present on this site. Refer to sheet C2 for locations. IMPERVIOUS AREA SCHEDULE EXISTING Area % Open space 308,840 SF 100.0% Total= 308,840 SF (7.09 ac.) PROPOSED Area % New Buildings 60,060 SF 19.4% New Road/Sidewalk 61,441 SF 19.9% Residual Open Area 187,339 SF 60.7% Total= 308,840 SF (7.09 ac.) Total Impervious Area = 121,501 SF (39.3%) LAND USE SCHEDULE EXISTING Area % Open space 308,840 SF 100.0% Total= 308,840 SF (7.09 ac.) PROPOSED Area % Lots 181,639 SF 58.8% Right of Way 47,518 SF 15.4% Open Space A 3,291 SF 1.1% Open Space B 56,570 SF 18.3% Open Space C 13,368 SF 4.3% Open Space D 2,686 SF 0.9% Open Space E 3,768 SF 1.2% Total Open Space 79,683 SF 25.8% Total= 308,840 SF (7.09 ac.) PARKING SCHEDULE Required parking: 2 parking spaces per unit: 26 units x 2 = 52 spaces SHEET INDEX + 1 guest space per 4 units: 26 units x a = 6.5 spaces Total spaces required: 60.75 52 garage spaces + 52 driveway spaces. (Distance between back of C I - C O V E R SHE ET sidewalk and front of garage > 18') Total parking spaces provided: 104 spaces C2 - EXISTING CONDITIONS WATERSHEDS C3 - SITE PLAN OVERVIEW * SHEET KEY This site lies within the Upper Rivanna River Watershed. LIGHTING &LANDSCAPING C4 - 5ITE PLAN There is no lighting proposed for this site. C5 - UTI L I TY PLAN See sheet C10 for landscaping plan. C6 - GRADING PLAN FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date C 7 - E ISE E STATE ROAD PLAN February 3, 2005 (Community Panel flood lain. ,this property does not lie in a Zone AE 100—year flood plain. C8 - fKEE STATE DRIVE ROAD PLAN C9 - LI DEITY HILL COURT ROAD PLAN * DETAILS C 10 - LANDSCAPE PLAN CI I - SITE * LANDSCAPING DETAILS C 1 2- 51 T E D ETA I LS C 14 - UTILITY PIOEI LES C 15 - UTILITY PROI`LES C 16 - UTILITY DETAILS PH Ate!_ I FPnCn,lnNI %� CnFMIN 4FNI7F i'(7)NITP(7)1 PI A N I C)_ PH Awl= � FPn�ln�1 � �FMIN 4FNIT �nNITPnI PI A �I C'�'� FRn�m-InI\I � �FnI I\ /IFI\IT cnNITI��1I F)FTA I .; OWNER / DEVELOPER Owner: Free State Partners, LLC. P.O. Box 645 Charlottesville, VA 22902 Developer: Red Dirt Development P.O. Box 645 Charlottesville, VA 22902 ZONING R4— Residential, Airport Impact Overlay District SOURCE OF TITLE DB 4131 PG 189 MAGISTERIAL DISTRICT Rio BENCHMARK Existing sewer behind Lot 26. Elevation: 429.11', NAVD88 Vertical Datum SOURCE OF BOUNDARY & TOPO Source of Boundary Survey: Plat by Roger W. Ray & Associates. Provided to Shimp Engineering: 07/14/14. Source of Topography: Two (2) foot contours shown from an airborne survey under the supervision of Scott E. Leiffer, aerial topography from Bell Land Surveys, LLC. Dated: 04/17/14. BUILDING HEIGHT Maximum Height: 35 Feet SETBACKS Front: 25' Rear: 20' Side: 10' EXISTING USE Vacant Land TRIP GENERATION Proposed use: 26 new single family attached dwellings has a projected ADT of 182 trips per day. SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE 00 v JUSTIN M. SHIMP a Lic. No. 45183 "VS -OVAL �K t T.M. 62G-1- A OPEN SPACE J���yh`'� /�/ �, T.M. 62F1-405 PARCEL R ti° m '405 !� O D.B. 3545-54 THRU 70 PLAT / l / PHASEASE 4C DUNLORA / /I T.M. 62F1-404 LOT 404 PHASE 4C INVERT OUT (4) 4" DRAINAGE DUNLORA PIPES •/ I MA FREE STATE ROAD TMP: 621`1-360 STATE ROUTE 651 HUAI YONG CHENG OR LINLIN WANG DEDICATED TO PUBLIC USE TMP: 621`1-403 ZONING; R4 D.B. 2428-156 THRU 159 PLAT JOSEPH A. OR TMP: 62F1-402 USE: SINGLE VADA G. FALLICA PATRICK OR KRISTINE CAMPBELL TMP: 621`1-401 FAMILY RESIDENTIAL ZONING: R4 ZONING: R4 BORIS P. KOVATCHEV OR DB: 4349 PG. 628 TMP:62F1-361 USE: SINGLE USE: SINGLE RAYNA S. ROBEVA DB: 3999 USE: SINGLE PG. 240 DENISE Y. LUNSFORD FAMILY RESIDENTIAL FAMILY RESIDENTIAL DB: 2991 PG. 289 ZONING: R4 DB: 4007, PG. 107 DB:4402, PG. 625 FAMILY RESIDENTIAL :2590 PG. 005 -USE-SINGLE FAMILY RESIDENTIAL \ \\\\\ \A\v vVvAvv\ A\ \ v \ \\ v \ v\vVvv vvv vv `v \ vv v \v \ \3 vv V\ V vvv v \\v v Xvv`\ v \_ �--—e4—+/►/—c—ir_ // —, Gv -:\v - -- +/Ri4 —� :2496 II I l 2/ /I 4 9/ ' I6 P/A GI `. 262 IIIII II I II,1 6I I 2 III ' 1 II -1 - N / 4- Iv4v 3\g'8v ` .Dp: X975,PG1`84 D : 3435 PD �1,v � '\E m eDB: 4 0 11, PG. 5 29 :0 2341DB:,G. 3903 PG. 739 B: 260 PD :24 PG. 004 °�DB: 2DB: 3488, PG. 552 DB2689,oT71\ 24 G. 7_,PS 5° 1 319100 3s S3� 5 59'Ev 374.\ 0, — ------ A. 62G -01-A i//r Cb BELVEDERE STATION LAND TR, / zp \20'ROBERT HAUSER & ROBERT KRONFy//\SnitarZONING: NMD 42C 420. aI d; ,// ( + tUSE: VACANT Lg / /NV 04797DB: 4299' PG. ��/ 46;f 443.3 I 8 %DB: 3488, PGS/44843/ OU4 o TO LOT 99 PH E PvR EvS E AVE D ' SLOPE, UNCERTAIN OWNERSHIP AREA. ELVE � BELIEVED TO BE A PORTION A p\EA U N DER 2574OF BELVEDERE. LOT 98 TMP. -2-PHAS 1////// BELO FRE\E STATE PARTNERS, LLQ'' ZONtNa_ R4_- .3 TMP: 62F1-E1USE VACANT LAND--,�EL.VEDERE STATION LAND TRUSTLOT 97 v2ZDB��01 PG2 PHASE 1 DB 4131 PG -189 2ROBERT KRONER, TRUSTEES DB�4530 PG 21-6' ZONING: R4BELVED A N C LOT 96 USE: VACANT DB: 3661, PG. 56PHASE 1 oP - oBELVED 269 95 i i i 447E 7 -----'- FI J P \1 ' x SLqPE MANAGED_ To em01ed) -istJLPEP(Be n 44 -------- 15- COncrete PiPe(To -------------- �Remain ('0/ 20°21 _ -A 92.8TMP:62G-01 3+BELVEDERE STATION LAND TRUST ROBERT HAUSER 8ROBERT KRONER, -------------- -- J oo ----- USE: _—_ -- -_---------_--_— ---------------------- -------_----_ ---__ --_--_ -TRUSTEES -- USE: VACANT LAND �ZONING: NMD -- 19 20 DRAINAGE STRUCTUREDB: 4299, PG. 328 � --__-- ------------ - -------- (NO TOP) DB: 3488, PG. 522 (BOTTOM FILLED WITH WATER) TOP OF CONCRETE -412.85 Q CL INVERT=404.8 ----------------- ----- -- -_----------------------_---- TMP: 62F -F1 BELVEDERE STATION LAND TRUST ROBERT HAUSER & ROBERT KRONER, TRUSTEES ZONING: R4 USE: VACANT DB:3661, PG. 56 T.M. 61-159C �4 9 - '- -- ""- -" - JAMES W. WELLS & MARY WELLS D.B. 3421-491, 495 & 496 PLAT co / t 0 Z 1 T.M. 61-159B P ILLIP E. BROWN, SR. & BARBARA J. BROWN D. 3411-1, 5 THRU 8 PLAT T.M. 62G -1-A )PEN SPACE T.M. 61-159A PARCEL D PHILLIP E. BROWN, SR. & BARBARA J. BROWN D.B. 3411-1, 5 THRU 8 PLAT Steep Slopes Legend Dotted hatch represents area indicated as a preserved slope according to Albemarle County GIS, however according to topographic survey is less than 25%. 50 0 50 100 15o Solid dark grey— preserved slopes Scale: 1"=50' Solid light grey— managed slopes :Ar i �r U JUSTIN M. SHIMP Lic. No. 45183 A ��SSI�NAL V11 \ / 01 '� w y /I 01 1' i / 01 1 ' / N I � I NLTHi I � \'�\v II III � �vv �� vv JUSTIN M. SHIMP plj I I N I 1 / v \ _ i I i l Lic. No. 45183 21 LOT I �� I ---, �� / 3 vv v vv vv vv v i 1,2 9 �f 40.0 / �' / v_� I � I I 1 1 I f \ (0146acr�5) 143.6 0 1 /' psSI�NAL v v v v v 0.0 1.3' 9 S 34 -AX p < 0 A \ \ I \ \ � /// �l,I'ur�e/gr � W _ . '" W — �- � '� � `v �V AV , \� / . ; ♦ ` I A I 1 II � A \ \\ / / V s • \ \ \ l / �9ncrEt P' ; �� w Siv � // • : ��, i S / � ♦ LOT I� \\v\ �/ Ikerek " • s n�C w v vv A v �' -- ,, I vv A v) cn (n CIO /9edtid E B A v v v A / V 7 8 v A\ c C c �--' n \ s / / E3 \ I c � l llll�rdil l I� �� �t� 0 re � ��.� ; I V A A \ � N N O W9pese v v v v v / v v ` v v ! vv 9 vv \\ �` �� I E__ E /v v v v� 1 ,I; I E E E E 10'� A / i V v A ' / �►� ; l / lI I l l 1 I\ 11 / ghfA� ess \ (�� U U U O CO � D M p 0 0 0 � U U U 0 vV �V i �OLOT,16 w v V , r--� --- I 1217, I Easement o � \ \ \\ \ O],\ �\\ \ � � � > / i � i / — I \ i � �1�F / I I I I\ \ \ \ W 1 I I IIII I IV A ./ II I /� �� � V A\ � `� �v v i v � / ' � 'Open / I ' � II A I � � ' � � � • � 11 � A I\ \\ � \\\ / _ s ace ,I LOT- 2-3 LOT 22 \ I �/ j 3 v v v A i`� s • ,� 2.636, SF / i A� 13 / LLJii 1 (QT4 v v v v vv vvv ;. , v •/ LOT/ 15 ¢p6n� c /A \ \ \ / \ \ \ \ \ `\ \ \ \ ;� / 10' ccess `\ \ \\ I • / ` O _ // % �/ V A V 1 Atil�t'YI ��� c0 I ll3'�7�1 / 1 � /3 � \ A I I � v ` � v � v � A i � •/ �fa n V I I � ', � r I / / I II 1 � O �0�� C:) rn � � I Tia vv �� w w v wv vvv `v vv v v ` \ .A! i 0 'I. \ . 13 o i i /� / ♦ SlopesV I� \ v v v� vv v v� `v � N d cfl n w —w —w w —w Tr —w w I /LOTOr 2 C /i/ /// / l / Preserved / — -- - — -- — — ''/ `51op6e. _ / / �i /' • , � �• � asemen O% �� A / � � A V v �v — I ,i I I — _ I �76 �\ v v LOT/ LOY 10 v vlvl ,SOT 12 'LOT 13 LOT 14 _ L �� � � �� ij/ �/ , // �•/ � /�� /� / � \ � A\ �2�el1t110 �� I P n Slp/ace fa \ � � —' ' / // I I v 57� SFI \\ O V �_ — �' __------- — N ` LL ------ -- ----�— I I I I I I' Gi ol W F C 11 / 0 L CD W LL 11 til LLJ M �I�I II 0 LL I\ Q / W 5 r� II 11 i �T Z IIS \ III \ J I I I 1 Date Cn CP i `v� �� c 03/10/201 �\ Scale 50 \� 50 0 50 100 150 Sheet No. \ Scale: 1 "=50' C3 OF 22 .6 File No. FREE STATE ROAD STATE ROUTE 651 DEDICATED TO PUBLIC USE / D.B. 2428-156 THRU 159 PLAT a� U 42 �x C) v, J` CV(Z) / 29.0/ / } A X 15.3' I 0 0 0 0 0 0 0 0 I I O X x I ( I ❑ 1 i —X x X - x\ _ New Stacking Block --- LOT 19 Retaining Wall 2 1269 5F Max. Height=3' (0.489 acres) � O ` New Concrete 0.0 reaNew i O Retaining Wall 11.3' 34 2,289 SF Boundary Type III "R ad Max. Height -3' Line Yp / 20.0 New RO (Typ.) ��Q1 v� �� Closed' �} �x C4 25.0' O i \ :% _ — — BSL_10' (TYP•) — — Barr lc( e i -- — — w — 0 C5 ;� — i 1 Mo men 3A / R121.5' �� \ �`�; i LOT 16 g oc f 20.0 on _ \ 6 \ ..• ;.. •„ < 21,0 R92.5' Ae C ":d \��` ,^\so 61 \ / No i �I 24' Ther oplast . ` \ ' /. , Parkin �� i 5 976 SF �1 Stop/Bar Bar St P CG -6 R105� ' ` \ ' ® Sian \ �` l ` \ ' / Sign ' �I 29 0' \ K 34.5' No Parking _6 \ �S b� ` — — -Naw-S�dewalk •' CG -9D + i LOT �' L` 7 w Sight (TYP Porch (Typ.) R35.0' V28.0' Distance I B4 Si �f'EasementEncro es . Parking �J.` �` E2 1 E3 t / New 5' Sidewalk 08' - ---T5-VPH Safe (T `wi g �' Q I i 2 FHA New ROWne yp) `: 9 \ \ E1 NLii 5,8 4 SF B Speed Advisory New 10' � �, �• � � • •� /,� . `� � \ • � •+ I i I New Sight Sign Access & Utility / 'so \� ``.` (TYP.) I; ' L` _ — — BSL' T — — — S�ed �•/ Distance Easement l� :' �\ \ �� i 8 3E \ L - (YP) 3 Limit Easement `. \ ;' s,� 46'y8'° No O 0 �ign ,/ " / < s arking Imo/ •' `9�' Bio e en Ion \ n — Jew 10' _ Prese ved \ S� �` •'• �• ``�`i \� _ �' '= ccess �_i--———— — — — — —� New 10' Slope \ �`. �� \`. ��S\ = j Utility, Public Access \ `.\ �•'y Speed` `��� �� D3D� r I aseme Iti LOT 16 & Utility ` �' `. \ C •.� \vi �� Easement \\ �� ���� it Sign 0 IQD flu Parking Q�/ Sign �p i a • X I Lai \Q-, V. SSL 0, o PH LOT 23 LOT 22 1 5.0' '6I C o' `5 a 1 5,886 5E / •►. 12.0' i 1 i �:\\ P Ad 's ry CG -9D / , ���i \ r Si ..• i i �i . g i / SF �. �7 388 5 628 SF � �° �< • • T p.)/nj 4 � \ �i \O� ,,,,�; ., � � :. � hFHA`• �� ; LOT I cJ I I C1 Ne 10ccess 5,333/ & tility i� 5F 129.2' Q \ i `9' ;,., l i I Sidewal � E a em en----- ----- �' _ l— I i ✓ / \ 6 `� ':� '� \ ; • �� F ; 7,337 SF OGGFHA --- — -- LOT Spede)N\ D3C a �— —� A4/ 25.0 / ii 3 \\ `�` �``\ 07 Limit SI n arking Street / M ,, �' \ 2. :.\ Temporary 29.0' '•/ / /l i B2 \\ l� `.�' �` \ �. ' "�' R28. Sign Tu rou d �� �R121 . ';• • •- ' 3B _ /+ten n'Parking 05 93,5p 29.6' Slopes\ — _ _ n -. � _ E err t V . Ne10' � . i / \ � I i i I- , Pkli-c &c&es:- T ------ Q I ------ Q s •/ Easemen i / ---------------------- 32 ------ ------ % 32.0' LOT 9 LOT 10 LOT I I LOT 12 LOT 13 LOT 14 51.6 • 41/9 Deten io / 6,479 5F 5,988 SF m 5,819 SF 5,886 5F • Pond I I I � � 5,886 SF 5,985 SF 1 New 5' Sidewalk / /• .. (Typ.) / I j /Parking 12.0'\ — J G2 D2 Sign L-------- J L — — — — — — — — — -- — — — — — AI — ----------J / ed BSL=20' (Typ.) Limit �X X G1 D1 Sign ,X � X-fA 6 + New Concrete Existing Cemetery Retaining Wall CMax. Height -5 k p���ALTH OF r EX1 �� O U JUSTIN M. S I Lic. No. 45183 � w� o ��SSIONAL i { FREE STATE ROAD------ STATE OADSTATE ROUTE 651 V to 0 0 to U Z N W W w w - w 8" w7a ee7r the - - - o - - - --- ------ F - — — — — w _ ©-'----__ _ z w W �w - a 4on _ w _ 8» — I NEAR 0�1 � w w w w DI Wa tern I� _ �' W d —w—w w—w— w—w—w—w— `I Pipe Deflection - ----------mow —w e Nx ++a o TS & V, Ex. 6' blowoff z � x x — X_ X w/ valve, to be abandoned -X X XX- _X_X_ O o � ! by removing valve and d p '4S 0TILITy capping outlet of tee z (D. E3. EMENT .5� PP g � F INVERT OUT 4 \ Hb45-65 pL, Bend Approx. Location to ,> �) , y Dedicat AT) ' of Ex. Waterline � D 4 DRAINAGE t0 ACSq ed I Note: Contractor To Field 1 OFFSITE WATER NE CONNECTION DETAIL - Verify Location of Any Ex. `j N I Stub Outs. Coordinate with m CS SCALE: 1 -30 ACSA for Connection Details. N DEDICATED TO PUBLIC USE D.B. 2428-156 THRU 159 PLAT f 3 / \ Q) / t [\ A N W 0� S�NITARY W > MANHOLE �I '�) cn w I OP 42 _J X SANITARY x 417.81 > I MANHOL �� ,�' IN .OUT=417.66 w z w T =433. 7 F- IN .X 97 0 OUT=422.70 s Q X o z N U x Ex. 20' \ Sanitary Easement —LOT INV.IN _408.1 SANITARY JUSTIN MHIMP \ 03 New Stacking Block 19 INV.IN 408.1 MANHOLE T ; No. 45183 `Retaining Wall 2 1269 SF INV.IN=408.4 EX 40.0' Max. Height=3' INV.OUT=408 TSP -415.63 (0.489 acres) os CL CHRNNEL=408.1 43.6' / / \ �`�SIONAL ��� 3 15.3' O / / 29.0' � � New Concrete / 0.0 3 Area X New �� / / New 8 SDR -35 ' 2,289 SF Retaining Wall 34.7' Boundary, \ 20 San. Sewer / Max. Height=3' 0 Line i - - Ex. 20' Sanitary Easement ��� / <v�� X C4 New 1 H5 SPE 25.0' / / �\ " C�/0 Irrigatio - - - - I D.B.4622 Pg. 584 ...... -- town / A (TYP•) Meter or I 1 3 3 5 w , C5 /// C, �0 �; // WM for Lo 19 �/ / HDP �w w / / BOA LOT 18 L NeW 159 /w RPn� W III 3 Concrete 2- "G /o _ �wwa�e _ 22 5 Flurne 3 \ 0� ,� 41 New Pub1 , '`\ See W w 8 Co d Detail 5 ,,- ' Waterlin 1 l RC1 / 0 �w Easement \�\ / \ \ I ,�� 8"x4„ _ - - .. T v O :New Public tii , u �Bentl- YP \ Wate line �� 3 1 I o Extend Ex. 3 8„ 6„x8, �/ // , / - - - � �- \ I Concrete p Tee 3 / �8�DR-35 v S - basement w S�� � I LOT 1 7 ape •• New 12 Priv to /�� ` A� (TYP. '� �w ��00 / ----� & Reset End San. Se I' % Sa ewer < � �, \wv ,� . V` S '- Section B4 i� // / \ \\� \� E2 . • L3, Svc I New P Ilic z Drama Ease j j / ' �\ `\ O \ Waterl 9e Easemenloo,/ \`wi \ '' �` lQ Easemprit FHA `�` E1 / B ----- 2 % /teral 3 e ter — —L`–=— --- --J •New 8" SD -35 San. Sewer /// 3E 3 n(� �o `\ \ •v \� • IL • o / \ 00 ` Bio o Sloe /\ / SWM Access �o \ \ \ / P \ \\ q� �`\ / I i I LOT 16 New 20 Public Sanitary D3D _ Easement F I " �\ C,. v / Q I- I ,.� 12+ 0 Y 4\1/ • • o \ �\ O� �`>� \ ,> / WM(Typ.)1 Till C�0 Sewer Easement ml ----, New Public I LLL -(TYP ) / Q) •• �� \ \\\ \ / \ <! e� e Waterline vi 3 ��� it \ \ \ \ °� \ Easement LOT 23 LOT 22 i 0 1 L' I N / v 7 (TYP.) � � \ \ • �• � � of � J' I I a �Or 4 \� `` H A 1 i3 I LOT 15 Flow \ �o �, , �O �i i i •• o; I_ 3 I ---- Q / 3 / Line �� ; ' \� .�` `�' II `� 10 I cn 00 Matting / / \ CfiL Ito I- z / �0 �3C I------------� LOT 99 / 3 ; ; T 3 0 `. v Q7 �' DIP Wa e �I 6" PHASE 1 A4 �o ��, ; / \\\ `� \ 0 Lateral Easem nt o; ed cer \ cv 3 BELVE RE / �/ 62 l� I i -�-,• . BOA � Jew 15" HD E � �� �-- / � �� v � � ,�w 10+ 0 6"&8"GV �-13+)0a � Storm Siver �, / o ��r 22.5° w 1 w w�1 Wq$erlin w w —w — w p / _ joint aflowe 8"x4" 4 Dlraterline Reducer e \ � / �' \ �` \ ': , `-Ben--� wi m 10' of crossi New 15 HDPE NWS »H S l � O 5 DP \\ `: \ ------ --------- -- 6- -- - -- y -------------- -- 3 --- Storm Sewer HESewer 3 o er \ °\ O LOT 98 / '� is Lateral '' \ nil . PHASE 1 °o ter �/ T 2 / A, ; -�- ••�, .. -,- M T p, •� •-- j, X l o \ BELVED> • (Typ.) / '---� R- l Al B1 \ 5 ew 8 S R-35 San. S ter C 0 / 4 / rale Preservedvv — — — — — — — — — — — ——CITYP Slopes -----._ _ - - - F— — _ _ — — — __ r— _ ----- n ontr ct rs will 1 ' y Emergency \ / 1 I I I I II I I provi e" /SDR -9 Spillway y/ 1 i ------- OT I I i i I / • , / from/ to I e to 1 R S _ ____ ____ I I ____ . �O(H I 1 LOT 9 LOT 10 LOT I I LOT 12 LOT �I 3 LOT 14 1 / ,• / / ewl 10' Private Deten do I I / San. Sewer 1 I =RE / , • / Easement Pond I I G2 I I 1 D2 I I I I — — — — — — — — J L — — — — — — — — — — — — — — — — — J L -- — — — — — — — — — – � / I / G1 D1 Rip -Rap X/ + � New Concrete Existing Cemetery Retaining Wall / + C Max. Height=8' 30 0 30 60 90 �Scale: 1 "=30' 1Q) �LJJ J 0ILL (� z - Q nJ LLL L� r r z z W � 0 0 U J W W > J W 0 LW r W J m Q J z Q LLL Date 03/10/2015 Scale 1 " = 3 0' Sheet No. C5 OF 22 File No. 13.040 DETAIL 1//C5) 3 / / 3 / k T.M. 62F1-404 LOT 404 PHASE 4C DUNLORA 3 k / / /0 3 k /� 3 / / / k 3 Q Q FREE STATE ROAD------ STATE OADSTATE ROUTE 651 V to 0 0 to U Z N W W w w - w 8" w7a ee7r the - - - o - - - --- ------ F - — — — — w _ ©-'----__ _ z w W �w - a 4on _ w _ 8» — I NEAR 0�1 � w w w w DI Wa tern I� _ �' W d —w—w w—w— w—w—w—w— `I Pipe Deflection - ----------mow —w e Nx ++a o TS & V, Ex. 6' blowoff z � x x — X_ X w/ valve, to be abandoned -X X XX- _X_X_ O o � ! by removing valve and d p '4S 0TILITy capping outlet of tee z (D. E3. EMENT .5� PP g � F INVERT OUT 4 \ Hb45-65 pL, Bend Approx. Location to ,> �) , y Dedicat AT) ' of Ex. Waterline � D 4 DRAINAGE t0 ACSq ed I Note: Contractor To Field 1 OFFSITE WATER NE CONNECTION DETAIL - Verify Location of Any Ex. `j N I Stub Outs. Coordinate with m CS SCALE: 1 -30 ACSA for Connection Details. N DEDICATED TO PUBLIC USE D.B. 2428-156 THRU 159 PLAT f 3 / \ Q) / t [\ A N W 0� S�NITARY W > MANHOLE �I '�) cn w I OP 42 _J X SANITARY x 417.81 > I MANHOL �� ,�' IN .OUT=417.66 w z w T =433. 7 F- IN .X 97 0 OUT=422.70 s Q X o z N U x Ex. 20' \ Sanitary Easement —LOT INV.IN _408.1 SANITARY JUSTIN MHIMP \ 03 New Stacking Block 19 INV.IN 408.1 MANHOLE T ; No. 45183 `Retaining Wall 2 1269 SF INV.IN=408.4 EX 40.0' Max. Height=3' INV.OUT=408 TSP -415.63 (0.489 acres) os CL CHRNNEL=408.1 43.6' / / \ �`�SIONAL ��� 3 15.3' O / / 29.0' � � New Concrete / 0.0 3 Area X New �� / / New 8 SDR -35 ' 2,289 SF Retaining Wall 34.7' Boundary, \ 20 San. Sewer / Max. Height=3' 0 Line i - - Ex. 20' Sanitary Easement ��� / <v�� X C4 New 1 H5 SPE 25.0' / / �\ " C�/0 Irrigatio - - - - I D.B.4622 Pg. 584 ...... -- town / A (TYP•) Meter or I 1 3 3 5 w , C5 /// C, �0 �; // WM for Lo 19 �/ / HDP �w w / / BOA LOT 18 L NeW 159 /w RPn� W III 3 Concrete 2- "G /o _ �wwa�e _ 22 5 Flurne 3 \ 0� ,� 41 New Pub1 , '`\ See W w 8 Co d Detail 5 ,,- ' Waterlin 1 l RC1 / 0 �w Easement \�\ / \ \ I ,�� 8"x4„ _ - - .. T v O :New Public tii , u �Bentl- YP \ Wate line �� 3 1 I o Extend Ex. 3 8„ 6„x8, �/ // , / - - - � �- \ I Concrete p Tee 3 / �8�DR-35 v S - basement w S�� � I LOT 1 7 ape •• New 12 Priv to /�� ` A� (TYP. '� �w ��00 / ----� & Reset End San. Se I' % Sa ewer < � �, \wv ,� . V` S '- Section B4 i� // / \ \\� \� E2 . • L3, Svc I New P Ilic z Drama Ease j j / ' �\ `\ O \ Waterl 9e Easemenloo,/ \`wi \ '' �` lQ Easemprit FHA `�` E1 / B ----- 2 % /teral 3 e ter — —L`–=— --- --J •New 8" SD -35 San. Sewer /// 3E 3 n(� �o `\ \ •v \� • IL • o / \ 00 ` Bio o Sloe /\ / SWM Access �o \ \ \ / P \ \\ q� �`\ / I i I LOT 16 New 20 Public Sanitary D3D _ Easement F I " �\ C,. v / Q I- I ,.� 12+ 0 Y 4\1/ • • o \ �\ O� �`>� \ ,> / WM(Typ.)1 Till C�0 Sewer Easement ml ----, New Public I LLL -(TYP ) / Q) •• �� \ \\\ \ / \ <! e� e Waterline vi 3 ��� it \ \ \ \ °� \ Easement LOT 23 LOT 22 i 0 1 L' I N / v 7 (TYP.) � � \ \ • �• � � of � J' I I a �Or 4 \� `` H A 1 i3 I LOT 15 Flow \ �o �, , �O �i i i •• o; I_ 3 I ---- Q / 3 / Line �� ; ' \� .�` `�' II `� 10 I cn 00 Matting / / \ CfiL Ito I- z / �0 �3C I------------� LOT 99 / 3 ; ; T 3 0 `. v Q7 �' DIP Wa e �I 6" PHASE 1 A4 �o ��, ; / \\\ `� \ 0 Lateral Easem nt o; ed cer \ cv 3 BELVE RE / �/ 62 l� I i -�-,• . BOA � Jew 15" HD E � �� �-- / � �� v � � ,�w 10+ 0 6"&8"GV �-13+)0a � Storm Siver �, / o ��r 22.5° w 1 w w�1 Wq$erlin w w —w — w p / _ joint aflowe 8"x4" 4 Dlraterline Reducer e \ � / �' \ �` \ ': , `-Ben--� wi m 10' of crossi New 15 HDPE NWS »H S l � O 5 DP \\ `: \ ------ --------- -- 6- -- - -- y -------------- -- 3 --- Storm Sewer HESewer 3 o er \ °\ O LOT 98 / '� is Lateral '' \ nil . PHASE 1 °o ter �/ T 2 / A, ; -�- ••�, .. -,- M T p, •� •-- j, X l o \ BELVED> • (Typ.) / '---� R- l Al B1 \ 5 ew 8 S R-35 San. S ter C 0 / 4 / rale Preservedvv — — — — — — — — — — — ——CITYP Slopes -----._ _ - - - F— — _ _ — — — __ r— _ ----- n ontr ct rs will 1 ' y Emergency \ / 1 I I I I II I I provi e" /SDR -9 Spillway y/ 1 i ------- OT I I i i I / • , / from/ to I e to 1 R S _ ____ ____ I I ____ . �O(H I 1 LOT 9 LOT 10 LOT I I LOT 12 LOT �I 3 LOT 14 1 / ,• / / ewl 10' Private Deten do I I / San. Sewer 1 I =RE / , • / Easement Pond I I G2 I I 1 D2 I I I I — — — — — — — — J L — — — — — — — — — — — — — — — — — J L -- — — — — — — — — — – � / I / G1 D1 Rip -Rap X/ + � New Concrete Existing Cemetery Retaining Wall / + C Max. Height=8' 30 0 30 60 90 �Scale: 1 "=30' 1Q) �LJJ J 0ILL (� z - Q nJ LLL L� r r z z W � 0 0 U J W W > J W 0 LW r W J m Q J z Q LLL Date 03/10/2015 Scale 1 " = 3 0' Sheet No. C5 OF 22 File No. 13.040 DETAIL 1/C5 x.82 �� V o / 3 O \ ; r Z �� N — x o < \ co N W �jLl o I / / / v------ v - ��- Q 50 ' —� I ' / 1 _ _ _ ___ Z / 3 / _—w —w _ wg —w _ _�— —w —Iw 8" Ul a w ine - —� - - I ---- ---- �\ s� `� w I — — _ -- ----_ ; z 00- + 0 �' - J — 7 I\ ��� v W i \ / — , , �f--w DI " Com, T.M. 62F1-404 �_ 0' w -w' =ww �w — w —w —w —w — -mow w Waterh e �, +�,, w d /-------- w \ I 7 LOT 404 �" � c_,+ � i J / 3� / � � � / � Pipe ,Deflectioh�� � � / � ' — — `- --- � o � � 1 / I PHASE 4C -----____ _ TS & V, Ex. 6" z / a valve, to be ab w o z x DUNLORA ° gyp, �' x x x x x x x x x x \ x— x W O aI (� / _ / _ w \ / f by removing val q� p B.B. SEM/L/ .5° 5D capping outlet W �, F ✓ x 9 _ \ / / / ` H 45-65 Bend Approx. Location (n INVERT OUT (4) eby De PLAT) r w D 3\ \ ` dicate of Ex. Waterline y / x �a aS Ma % / / 4 DRAINAGE / to ACSA d I 1- 1 0 FFS TE WATER N E CONN ECT O N D ETA L Note: Contractor To Field / � Verify Location of Any Ex. B \ 1/1 x „- 7I Stub Outs. Coordinate with I l \ C6 SCALE: 1 -30 ACSA for Connection DetailLj N W �S1NITRY > MAt LE cn Lj 0 4 9.11 J /S NITARY / _ _ , V.IN 4 .81 (n > \ / NHOL - _- _ IN .OUTT" z W 1 I I F -T 433. 7 w � Q v I IN OUT=422.70 / .x _ _ v� W INVERT OUT (4) v v I p ,-- --_--v Q a 4" DRAINAGE \ \ ��� \ x / // ;-_--\\ \ \\ f.V N 0 \ PIPES FREE STATE ROAD STATE ROUTE 651 I / DEDICATED TO PUBLIC USE D.B. 2428-156 THRU 159 PLAT -4� G� 3 co II II I I I II i v� p �x I .. � �j �� LOT I II I II _ - EX MANHOSANITALE JUSTINY U L c No. 45 83MP - - 2:1 Sloe i x NeVv Stacking Block I I \ \ / Retaining WWII I 21 269 F \ � � 41 \ I � I I I s TQP=415.63 / \ v \ I .0 M x. Hei ht�3' I I I 1 I A w .may �\ �� \ \ \ � / `- 9 g CL CH NNEL=408.1 � , / 1 I (014691 acr�5) 1 I og o� 143.6' "o\ 3 v \ v A V A V 15.3' i i v v s5 I I I I II I V A / ANAL 2v9.0 'I 26 / O 'y v 41 A - o I(, ��' v x 1 I I I Ne rete \ \ \ 0.0 AIS X 49 o� \ \� - K1.3' 2,2F9 SF -x a /�0 ��� `03 / :\ eta'rning �1�11 vv � 8 3 34.7 - i -,,, v/ / 3 / / / ✓ N \ v v %ax. I)�ight=)'3 � 2:1 Sldpe I / X,37-1' 9 I I L T 18 \ S ��� /\ / : i \`_ .• 318X1n;' I \ \ \ C et / C3 \ w iw - ,,--- --- ��� --- , FFE\438.5C \ 1 + 0 Flu n /Seee W/o 28� A Z be/ai l5 W A A �� \�� / A/� B ��V I I V A \ V A \ yJp Y �C11 / w �� V - / I i \ \ V \ \ �L // 18 18 / -- ' , I;L37OT I \\ 27 \ \\ \ \\ \ \\ Z 5�' L I \ \ /`V Re64 End \ < ��; �� I - I--JFFEt437.9� \ V v \ 'tib B / ' • \ �/ v v 58 r4 a9 E g \ \ \ \\/ V — — �� / �� \V / E2 34' `3 II II II I I /o \ \ V 1 \ Q l� semen 3 �"��� �� / B Iv v\ \ / \ v v vvv \ v ���� / 4�0 / - E V I 3 I \I \\ 11 I I l l 1 / A V i A vv s�� S �° / v v QD .� �yB 35�/ 35- s � I / I I D� \ � / i • 03 I\ \ 1 a o V A \ \ I I I I�resed \ \ \ `.\ `Oi•,, / / I / i I 1 I I I SlopeIN0 `� �� / I I A 3 SWM Ac ess o ��� V A \ V A �A v •• 2 V `� / so / A0 1 3 I I I LOT 16 A \ > I I I \ \ \ I E/ase nt I \ \ �� \ - \- - - _ -12 10 \ �� \ v \\ \ \ �� vvv``>�/ix / 1 1 111 II I \\ \ 31 • • / I --t- s / I W/0 32 / I LOT- 2-3 LOT 22 I X30 /fFE=432.�_FFE=432.27 v SLAB SLB A v ------- \------- 3 31 i LOTS 15 09 J C1 \W/0 \ FFE�433.13 / 00"\\�17 \ v o �\ % A\� A\ � ��' �\ , / �� / // / v 30 A 3 L -- I 1 II LL 7/ �/ A I / \\ \ ova V LOT 99 / /// / // / /F, X13 / // ��� PHASE 1 / / �/ // / 4 v v/ //; ���,' v 4��.09 BELVE RE / // ,moo/ �/, / // 3 vv �v v v W/o I 11 11 °»/ '" I 62 v v `� v v 2 ' 1p `✓ v •• /`� / / zA � Managed V 1 � � I V v v v v � v � � ov � � � _ � � 13+ 0 /INNNIN Slopes \ \ \ I I I v v v v vv2 �v / ���w w w —w —w w10+ 0 —w w N ,4 Z L2 LIJ — — 3 --- i LST 98 /// // / // / //� / / I / I I 1 �I 1 vv� v _ vv vvvv �v �v p?�o vvvLG �`�� vv :/ l� l L .� fi� ' A l LO - 2 \ I \ — \ \ \ \ L.L \ \ \ \ I • - •• • L_r- 14 - ` • i -- --- -,` �5 •I +- \ / / O U PHASE 126• BELVEDE ////�,// / / �''�> I� 4�5�s II %/ Al v / v vv � � / � ----- — — — / / /5� / �,/d N I I \ \ \ / 5 \ i Preserved \ \� 29 — \ — — — — / _ 4 - i W W �. �/ / / / V/ i �•• �� I \ \ to vv 27 - / / , 5-P 1 \ \ \ \ \ \ \ — -- W { / / / I / V A \ v\ v v v I I- v \ I 1 I -418— -- I / �� \ \� vv v—�� ��--- '- v FFE, �� os \\ V A v v v I v A v ----- O \ _______J / L_______ _______J /LU 95 �> lI i I \\ \ \\ \ \V vv\ v v v vv LOT/9 /LO IV \v �� I , / v v 1 v v vv L I I — SOT 12 LOT 13 LOT 14 ININNIN - 7 ---EF[--=/429.88/ FFE =42.88/ \ FSE\ 429:04\ FFE 429.71 FFE - 429.14, , - -FFE - 427: _ I/ I v W/o , / W/0 v v v v- --- W I v ,� / W/a— W/o wlo W/o—___ _RE i / v / ''�oj - i // v Pol�d II v 1 v /� i� / -I _ v - I- i ontractor to /�/• A 1 1 I - ,�1 i/ I I I I r e tream toll2.1 vvv v��I /�� - v-- 4 - 17- Max SIQp\ � \ \ � \ G1 v vv 4 Date �43si l I X I te ---- / 03/10/2015 ------ __--- Scale �l�w Concrevv v � I Retain -mg n -mg/ Wa1Exis Cemetery // / / 1 / / \ vv v vv\ ---------- – , --_—_ - - // „ �. Hei ht=8� _ 1 30' 30 Sheet No. ,392.8 10 _ 90 C6 OF 22 _ Scale: =30 File No. 13.040 0 0 0 ` GENERAL CONSTRUCTION NOTES Z N W 1. Prior to any construction within any existing public right-of-way, including connection to any ,. Z 0 v (50) v \� STATE ROAD existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). W un FREE 651 OUTE This plan as drawn may not accurately reflect the requirements of the permit. Where any (\, • I . STAT 3543_245 PEAT D.6 discrepancies occur the requirements of the permit shall govern. V z � w 0 LP 2. All materials and construction methods shall conform to current specifications and standards of I o VDOT unless otherwise noted. d w 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion Z \ \ control plan and shall be installed prior to any clearing, grading or other construction. I ` co I\ Cio 2 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The is 2:1 horizontal: Where lesser maximum allowable sloe vertical reasonably obtainable, slopes 0. \`. �. 9 0� o� �� ,•�� Cl) �� J. of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County o �� ��� o Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. N �`� o�j o� 0 7. signs bVirginia einforcedualon�rete Uniform e Trafficlontrol Devices. 8. Ulnlesaffic othew se control noted all aconcretelfm i elt shall PP PP q W N Q 9 °G 9. All excavation for underground pipe installation must comply with OSHA Standards for the Lj HORIZONTAL. CURVE #1 j �/� /'/ / �' j - - _ \ - \� - - m ' 0 I Construction Indus 9 CFR Part 192 try (2 6) w � � At60.27 � R24000' / �� /' % 815 45` ' _—\ / INV I Rip� I = 1444.42 , F - N f ' FRE ? W w l x / / / _ \ 00 ,.fes '3+Op _ _ �, S ,_ 1 , ti ST) DE[ D.E Q W ,� W o Q J.p°� / �0 00 , _ z o z , Cb / \ t1+ © Fj \ RAS HORIZONTAL CURVE — _ 1 3,cS�� #2 - - - DIIN� < / `, I / EndWall D4229'S9" Sz / \ 1 _ _ _ ,—�_=--_----_— \�/ _ -- —� --- — _ ---— ----------------- �� //RO$$ // // / Remove Ex. End _ - --- _ ------ _ 4 5 ------------Alp - _ -- __ - _ _ _ _ _ _ _ _ ' Ir OF RIP RAP Section & Rip -Rap. Replacew/2' \ X69 -- — — — — � O-- _ — — _ _ _ ------_------_--�/0� — — — — ——�PLT�1 — _ — — — — — ' / i / --- p� 18" -\- CM PIPE INV. n Head Wall. // // __— i OUT=474.48- -�- / / v JUSTIN M. SHIMP ` cP / / / Lic. No. 45183 �� \r HORIZONTAL CURVE #3 �'/ IN E , / / / .82 71T3 / NQS- I I I • .� 8220.00' W45 / /� _ � \ '3.. — " tea+ pp t e e e w P ANAL � , •_• / / / _ ----' -' /' •' ., - w� -- - at�R�ad-—Y " —W �' // 7 _--�- - r � � � �� \ / / / / Z Q) 0s 21 / — —� -- / \ • ?may jj di . l °� / -J ami ami o CL_ r= _ U _ I / / / IL) v — _ / I / / _--t _/ rn I •• v v > _ _ -- ---- I v u Q ----'/ / // �. / // a // / / / / / �� O — _ — — — — _5 I o y o�� N ?� / / I / I— 30 0 30 60 90 ---- I v ---� 'D / I o � s �a /' / DRAINAGE STRUCTURE / `� LL Scale: 1 "=30' (NO TOP) _ v \ I v �`�l �/ I / / / - // / / / , / / , co / �, /\ x I — i L � O� (BOTTOM FILLED WITH WATER) _ c3`_ — �o A — — /. l / �J \ .� i �n i I /�� ♦ C' C74 CV N LL co ,�, oo O N O N N O O O 490 Free State Road `�, °° 485 50' Public ROW Design Speed : 25 MPH _ 480 NOTE: Sta. 10-14 Curves Designed -ll to Follow Existing Roadway. Sta. 3 Does Not Meet Criteria for 25 mph. _ 475 Z 470 � r' _ +^ ° LT .97VC 0 C� LL 465 5 ' ao Q 460YER J PVI 112'.5-4-35 n > 455 o LLL r I + -Offin VERTICAL CURVE !!4 I I _ os Z Z 450 W UY "' PVI TA. 13+88.57 ELEV. 444.00 25.21 VC TA. 14+3 ^ W + �' 445 — — °1.1 O W _ i t�URVE X51 A. IM 76.30 RVI El EV 409 56 O / , v '� 440 - - J M - w W — > J 435 W W 13 d N N III WQ 430 Of 00 Uj LL 425 LU _ / m _ W 420 V.421.93 � J w Uj Q Z Q 415 w r w cn 410 CD co CIA Date n �� � -� LO (ED ED Pq W 00 co L40 10 C"i� 03/10/2015 z z � z z 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 Scale 1 " = 3 0' Sheet No.C7 FREE STATE ROAD OF 22 C7 SCALE; H: 1"=30', V: 1"=10' File No. 13.040 L 0 T 9� PHASE 1 BELVEQER LOT 98 PHASE 1 .OT 97 HASE 1 _VEDERE 4 450 445 440 435 430 425 420 415 41 ULUIVIMILU IV I UULI\, VJL D.B. 2428-156 THRU 159 PLAT 18 0 CD + NOTE: Vertical Curve #2 Designed for + ro SANITAR' \ MANHOLE 03 T P-415.( _ NNEL= CL CH \ \ 1 1 1 1 1 I 1 I II I II I / / / / – Free - JR + C-4 Design -- 2111 mph 8ased on Advisory �;ign. State Drive w .� - - PV' 438.0" Speed 25 MPH 4-- C14 -Al MI-1011-12TI 7�1- -r— •lxi7■�•� -- �— U) LLJ■'11t■'1F■Ir�■,!><:II'� �'J • Q (�Liiiyf■_�• .• .. • • - = - •• ■ _ ,■„ .�.�—,�ILy/�i�1I�:iY1T! .�.��� � -- .... � C4�iIl�_ —: - - - - - ����■a�■��r�� E BOWERS PNOMHe - M�M -:: � ,— � '_www. —_ • . . ��r • t.Jq�.7�rA�/i7L•�ii • i Em – Free - JR + C-4 Design -- 2111 mph 8ased on Advisory �;ign. State Drive w .� - - PV' 438.0" Speed 25 MPH 4-- C14 -Al MI-1011-12TI 7�1- -r— •lxi7■�•� -- �— U) LLJ■'11t■'1F■Ir�■,!><:II'� �'J • Q (�Liiiyf■_�• .• .. • • - = - •• ■ _ ,■„ .�.�—,�ILy/�i�1I�:iY1T! .�.��� � -- .... � C4�iIl�_ —: - - - - - ����■a�■��r�� E BOWERS PNOMHe - M�M -:: � ,— � '_www. —_ • . . ��r • t.Jq�.7�rA�/i7L•�ii • Em 0 -MW=■ - - – mil _ - A _ _ �..•• _ �if�l1■ 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 FREE STATE DRIVE �ICAII-,H: 1"=30', V: 1"=10' 14+00 14+50 15+00 15+50 16+00 16+50 17+00 450 445 440 425 420 415 17+5010 4 �r U JUSTIN M. SHIMP Lic. No. 45183 qr S 107VAL 445 440 435 430 425 420 415 41 -39.5' ROW 10.0' - LANE -- State Road SightDistance Profile Looking Left-� O 0 r- o� Or- rn O L + N • .�IIIIIIIIIIIIIer O O p ■ 91 ...�� 445 440 435 430 425 420 415 0 +50 10+00 10+50 11+00 11+50 12+00 12+50 13+001 ��FREE STATE RD. SIGHT DISTANCE PROFILE 455 450 445 440 435 430 425 420 415 SCALE; H: 1"=30', V: 1"=10' Free State Road _I Sight Distance Profile Looking Right i rroposea uraye 000 N rn . N � T T L c.D UJ U -i L tq C9 - o•- cli- 41450 I 10+00 10+50 11+00 11+50 12+00 12+50 r2�VREE STATE RD. SIGHT DISTANCE PROFILE SCALE; H: 1"=30', V: 1"=10' v 25.0' BUILDING SETBACK 10.0' 2.5--6.0'--5.0'- LANE .5 6.0' 5.0'LANE LANDSCAPE SIDEWALK TRI P 2.0%2.0%---rc2.0%---------- 6.0" VDOT #21 A '1.5" SM -9.5A -j AGGREGATE ASPHALT 2.5" BM -25.0 ASPHALT FREE STATE ROAD CROSS-SECTION 3 17+75 - C 9 0 o sca e 2.5 - 4.0" CONCRETE 4.0"VDOT #21A AGGREGATE 455 450 445 440 435 430 425 420 415 13+0010 I 50.0f ROW 5.0 14.0' MAX SIDE ALK 10.0' 10.0' HEIGHT LANE LANE 2.5' ET. WALL 1 _ 0 2.0%- R .0% ---- -III =__ I1=11=1II 4.0" (CONCRETE 4.0"VDOT #21 A 6.0" VDOT #21 A AGGREGATE AGGREGATE 1.5" SM -9.5A ASP SALT 445 440 12.5' MANAGED 435 TURF/WOODS I 430 2.5" BM -25.0 ASPHALT FREE STATE ROAD CROSS-SECTION 4 14+75 - C 9 j Noto scale FREE STATE ROAD CROSS-SECTION 6 17+00 - C9 0 o sca e 425 42450 T - "17, N w �/� •� J T - 5: V) Z W _ --4� F- F - 7w7W ,��� _ ------ W _j ,- 0 z 00 --- -_ = ----- - - -I - - - NLTH of - v JUSTIN M. SHIMP -7 - Lic. No. 45183 N 00- - 30 0 30 60 90 Z Q Scale: 1 "=30' n CD C O 0 r- o� Or- rn O L + N + O O Q W J 10+00 10+50 11+00 11+50 FARROW HILL COURT ROAD PROFILE SCALE; 11-1:1`-30', "=30', V: 1"=10' 445 440 435 430 425 12+0r0 ��FREE STATE DR. &FARROW HILL COURT CROSS-SECTION Not to scale lip, C) 6 0 2 0 1 \ \ \�, O U I I 1 1 I I II I I \ \\ \� \ w F End all \ / �` / / ve Ex. End - % ,' I FREE STATE RD LANDS w G DETAIL / / -_ -------Head I I o SCALE: 1 =30 rn \ \ I I I I _ ___ W 21 Slope \ ^ \ \ Neyu Stackinlg Block I —� LOT I �y i I l 1 I / — ` EX �l 'tel D \ \ \ RetainingW II I 1 I I �1 cn Lj New Treeline �' \ ,/ \\ M Ix. Heht�3' I I 1 ,2�9 F I I I I I I I/ s J \ \ \\ ` \ \\ \ I `\' �' \ / _ `� 9 g $ I 01489► aCr s I 1 1 I I I s (A > C) \ \ \ \ \ t \ /� \ / I ��I I 1 I 1 I \ I '� / \ I I I 1 1 Z W \ \ I I I 1 F 0 W Ne ete A-\ W etalning IirlQll \ \ ` /\ , / — I ' ` 2 �V ° 0 Xax. F fight=�' I /� LbT 18 \\ \\ `\ \ \\ I PLTH p 6 � I 1 r — n9rete - \ ` \\ ' \\ J / I \ /7e' / ,/ See oi U JUSTIN M. SHIMP �,,�yk Lic. No. 45183 / 'IE �Iepj x. I \ // \ r \\ \\, v \�-------� \V .. , II' 11 LbT 1�7 P9ncrg N w Sig � � \ / � / Pipe �\ , ° \ l84 fRe�et End \ is nc / \ \ < �, \ i / \ ° •� ---- \ \ \ \ \ \I \ �SIONAL E1� . Sedtidn I \ \ \ % \/ \/ / \ \ `\ \\ ° t \� O� % New, 10\ \ \ \ \ \ \\ \ \ >\ Sight A�Fess l I J Dis 1 /-Ease � � —�\ / � \ �j\ \` \ \ \\ `� \ '' / ,� // / •'. ,\ I I 1 I \\ \ \ I I I I \ \ \ d r\ / es / / I I I I I I 1 \ \ \ \ New 10/ \ ublic Aabe s O� Slbp\e \ \ \ \ :\ \ \ •, \ �i �� ti tyl I I 1 \ \ \ N � E � F ill \ - \ \ / / / I LOT I6 I I I I I I I I & U��ity — — — — — — — — —I — — 3 L_ as er�t I I 1 , —New, 20' �ublic tanitdry o \ / I / — 1 1 I ; Sewed Eas ent\ Z E E E c I I 1 V I I I 11 \ \ I Eagement °� \ \\ \ \ O�\\ �\ \ >� \ i� l _ T E E E Q i - ---t- i 1 1 1 I \ \ \\ Q o 0 0 0CL cn _1 Qc>c>vco Q LOT_ 2-Z- LCA` 22 \\\ I I I' // ' I \ \\ 1 \ \ WCL 00 0 a � 1 \� i - ; • • ' I / I, LOTS 15 \ I \\ U New Treeline \\ \ 1 \ , \\ %moi \ \\ ` , \\\ \\ ° ° �/ /&/ til't'yl�, \ \ , / I \ \ 6, v \ \\ o�\l /-----zE= —1 Ln co co •• r /- a L J 1 I C) C-1 o C-1 N l \\ \X (\\ � a\LO� � � \ �\\\\ \\\ \\ \ \\ \\ \ \ y-- 1 — --� — \ --J o � ,.N.� oo � _ N I`3 \\ / � I / I \ �\\\\\ \\ \\ •\\\\\ O7 \\ 1 \\ •� I / ' I B2 \\\ \ \ \ \\ �0�� \,- �\ \ \ `. 'e— - +• `• r °� 1 � °• ° / • - i d5 /% // � \ 3 Lc) co I- 00 Of Mgeld Sloes \ \ \ 1 I I 1 \\ \ \ \ \ Nei\Treeline\ \ \ �w —w w —w w 74 117-117 Ile 7 -.; < I•\ 1 I/ I �I \ \ \ / / \ e\ \ — / Preserved— — — — _ — Z' . / / / / \ r %• % I 5 K \ \ \ I\ \ `-/ - \ \Slope � � ----- - --- I \ � — — — — — � Ne L Xasemen - % I I \\ \ \ L--�-� — / / I \ LbT\1\I� - 1 OT 12 'LOT 13 --- - -LOT 14 _ _ / / J ., a. •i / / / 1 Devent+on 1 \ ► ll `\ \ \\\ I -__--' / / / \\ \ -__--- — , LL LL Hold N 1 on rctor to I \ 1 r e 're to 2.1 \ \ I / \ \ — / / W Ship \ \ _ \ \ — — _Z, I New treelin. lope x \ \ \ \ 99 J �Infiormitianf �I€w Core— �\\ \\-- --LU LU — / / Retairkmg Wall \ Scale: 1"=3C1'—'_ > J qtrenly� � � � � LANDSCAPING REQUIRED: W 20% of Total Site Area of Canopy: 308,840 SF * 0.20 = 61,768 SF 0 Street Trees: 1.5"-1.75" Large Shade Trees Along Available Road Frontage Q (-30' E h Sid f R di R t P \/DOT A B(1)) @ 50' 0 C W SEE DETAIL 1/C10 PROPOSED BIO -FILTER LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Canopy SF Total Canopy SF 0 Large Shade Tree Quercus phellos Willow Oak 1.5"-1.75" 1 370 370 • Large Shade Tree Platanus occidentalis Sycamore 1.5"-1.75" 1 1253 1253 + Large Shade Tree Betula nigra "Heritage" Heritage River Birch 10'-12' Height 1 397 397 C) Large Shade Tree TOTAL SF: 2020 PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Canopy SF Total Canopy SF 0 Lare Shade Tree g Zelkova serrata Green Vase„ Green Vase Zelkova 1.5"-1.75" 20 350 7000 New Canopy: 22,656 SF Z Q Total Canopy Provided = 64,090 SF _ o Large Shade Tree Acer x freemanii "jefreed„ Autumn Blaze Maple 1.5"-1.75" 18 397 7146 C) Large Shade Tree Quercus palustris Pin Oak 1.5"-1.75" 23 370 8510 2. All site plantings of trees and shrubs shall be allowed to reach, and be 1 "= TOTAL SF: 22656 ac l e o a lus e urn er pp. 5 12 New Public/Private Right of Way:2121 LF/50 = 42 Trees _ W LANDSCAPING PROVIDED: J Total Canopy Area: Existing Canopy = 33,145 * 1.25 = 41,431 SF Q J New Canopy: 22,656 SF Z Q Total Canopy Provided = 64,090 SF _ New Public Right of Way Street Trees: 17 Trees LL New Private Right of Way Street Trees: 29 Trees Offsite Improvement Trees:15 Trees Date NOTES: 03/10/2015 1. Contractor to apply mulch bedding around all proposed trees and shrubs. Scale 2. All site plantings of trees and shrubs shall be allowed to reach, and be 1 "= 30' maintained at, mature height; the topping of trees is prohibited. Shrubs Sheet No. and trees shall be pruned minimally and only to support the overall health of the plant. C1 0 OF 20 o. Proposed slopes steeper than 2: 1 shall nave low maintenance ground cover, rile No. specifically lily turf or equivalent species. 13.0401 CG -12 #5 DOWELS, 8" LONG AT 12" C -C -I 5' MIN. 12:1 MAX Y � B � 2' I (SEE TABLE) A CONSTRUCTION JOINT Z 1211 Max Tn "� B TRUNCATED DOMES SEE SHEET 1 O 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF P II 48 :1 20 :1 48 :11 MA F-2' MIN._II SECTION A -A PERMISSIBLE CONSTRUCTION JOINT o SECTION B -B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 4. Y a 3 N 0 4 O U - � a CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B ` EW -12 CG -9D PARALLEL APPLICATION A CG -2 I R Us 70j /t WIDTH OF ENTRANCE LIMITS PEDESTRI 4' 0" MIN. LIMITS OF PEDESTRIAN NOTES: ACCESS - - - 5' MIN ROADWAY GRADE MINIMUM IN FEELENGTH k Op 1 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, IN PERCENT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4000 PSI IF PRECAST. EXISTING ORP RpD SIDEWALK OR SIDEIDEy/ALK SPACE � w � 4" CURB 6" CURB 3 - CURB A US OF OR LESS NG PEDESTRIAN ACCESS ROUTE DETAIL CURB INCLUDED IN 0 4 6 ENTRANCE GUTTER v EXPANSION JOINT 0 0 0 0 0 0 0 0 0 0 F SUBBASE OR CEMENT STABILIZED SUBBASE A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY 1 5 7 2 5 8 (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) GEOTEX TILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAG SHALL BE PROVIDED FOR 3 6 9 LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. OROSSW I'N'K PERPENDICULAR CROSSWALK 4 8 12 UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'. IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN WITHIN THE MARKED CROSSWALK AREA NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SPECMATIO N REFERENCE CG -12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG -12 A _ I PERMISSIBLE CONST. 5' MIN. JOINT I � I A EJ TRUNCATED DOMES SEE SHEET 1 O 4 FOR DETAILS TANGENT PLAN STD. CG -2 2'-0" BACK OF CUR 12 °1 4 20 -1 481 - - -------- ---------- 1- 2' MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT IN FEET 4" CURB 6" CURB 0 2 4 1 2 1 5 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 1 �1 M 'Yr_ pw•' X 2, ' AT )K , 2" HIGHER THAN EDGE OF PAVEMENT AT)K)K,SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG -12 DETECTABLE WARNING SURFACE SPE REFERENCEREWON E REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION GENERAL NOTES: J. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHCALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THF7 RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/Z'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CUB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESS13LE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 77!: TYPE A PERPENDICULAR y MIN NIM 1211 MAX_ TYPE B PARALLEL CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, ` EW -12 CG -9D CUT OUTLET PPE TO A CG -2 I R Us 70j /t WIDTH OF ENTRANCE LIMITS PEDESTRI 4' 0" MIN. LIMITS OF PEDESTRIAN NOTES: ACCESS - - - BAC EXPANSION JOINT O 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. k Op NON -TRAVERSABLE 6'-0° 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4' 0" MI 4' D" MIN. SLOPE THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4000 PSI IF PRECAST. EXISTING ORP RpD SIDEWALK OR SIDEIDEy/ALK SPACE � w � 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 3 - CURB A US OF OR LESS NG PEDESTRIAN ACCESS ROUTE DETAIL CURB INCLUDED IN BE PAIDOFOREET. FACE OF CURB) WING LL AS RADIAL CURB, ENTRANCE GUTTER v EXPANSION JOINT 0 0 0 0 0 0 0 0 0 0 F SUBBASE OR CEMENT STABILIZED SUBBASE 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS w (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) GEOTEX TILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAG OR PROPOSED VDOT RIGHT -OF WAY. IN ORDER THAT THE BOTTOM OF CUB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. UNPAVED SPACE w OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT w UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'. IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN BE PAID FOR AS RADIAL COMBINATION CURB & 6" FLOW LINE Z INCREASE IN DEPTH. WIDTH OF GUTTER 4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE NTS FOR C REQUIREMG-6 AS SHO EA X WALL THICKNESS (MIN)INCFES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. DESIRABLE MINIMUM 16' - EXPANSION JOINT ABSOLUTE MINIMUM 12' OF DOT ROAD DESIGN MANUAL. APPENDIXTHE STRUCTURE. UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT p, • �. • p STANDARD COMBINATION UNDERDRAIN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A e• FACILITY THAT CAN BE APPROACHED, ENTERED AND �. •�. �. DRAINAGE LAYER, THE BOTTOM OF THE CURB ,a- IV A -<-J aaaea a'e HALF PLAN IF PEDESTRIAN ACCESS ROUTES ® ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION B -B 501 701 .'A .. A • 'a , SURFACE SEE NOTE 4 .A - •a -.d. CG -3 CG -3 OR CG -7, THE CURB FACE ON THIS a•.A .a• THE MOUNTABLE CURB CONFIGURATION. , p•• a a',a • BASE *01 TO 10% CHANGEPARABOLIC � UNPAVEDSPACE-�I ` IICURVE �• �• �, ' .e.a.e.e.. FACE OF CURB 6" HSIDEWALK SPACE • �` �` �� �� NORMAL GUTTER 12% MAX. SLOPE ® _ + e .1, - b:. .s, I ---------- - * SECTION C -C �-' • �. a CLASS A3 (H.E.S.) �6"AGGR. CONC. BASETYPE I SIZE 21B 5'-0" FOR CUB AND GUTTER ONLY •�•-2'-0"-1�5'-0" I &POINT OF GRADE CHANGE ' R' �• • �• FOR SIDEWALK, CURB AND GUTTE ,' p,� . p, ' ' �' SUBBASE 4„ 17 "RADIUS * * 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS SECTION A -A x Z : 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND - Fa- 7V,, a 7V,, STANDARD ENTRANCE GUTTER REFERENCE 15" �_A REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 "MIN A-- . A MAX. o .ji 'A . a 7sU.813ASE s D ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 7" SPECHCATION REFERENCE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV.9/06 - THE BOTTOM OF THE CURB AND 201.01 GUTTER MAY BE CONSTRUCTED GENERAL NOTES: J. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHCALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THF7 RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/Z'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CUB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESS13LE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 77!: TYPE A PERPENDICULAR y MIN NIM 1211 MAX_ TYPE B PARALLEL CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, ` EW -12 CG -9D CUT OUTLET PPE TO A WIDTH OF I'- ENTRANCE -� 4'-0" MIN• I R Us 70j /t WIDTH OF ENTRANCE LIMITS PEDESTRI 4' 0" MIN. LIMITS OF PEDESTRIAN FR N ACCESS - - - BAC EXPANSION JOINT O ROUTE[H4--0" 4'-0" MINT RACCESS OUTE k Op NON -TRAVERSABLE 6'-0° s/pF z 4' 0" MI 4' D" MIN. SLOPE THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ,F PAVEMENT EDGE O EXISTING ORP RpD SIDEWALK OR SIDEIDEy/ALK SPACE � w � 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ^ W PEDESTRIAN ACCESS ROUTE DETAIL CURB INCLUDED IN PARALLEL & PERPENDICULAR ENTRANCE GUTTER v EXPANSION JOINT 0 0 0 0 0 0 0 0 0 0 F SUBBASE OR CEMENT STABILIZED SUBBASE w W ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS w OF PEDESTRIAN ACCESS ROUTE Ug EXTEND BEYOND EXISTING GEOTEX TILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAG OR PROPOSED VDOT RIGHT -OF WAY. 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. UNPAVED SPACE w DETAIL TO BE USED WHEN THE COMBINED WIDTH OF w UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 7'. o BE PAID FOR AS RADIAL COMBINATION CURB & 6" FLOW LINE Z �15� WIDTH OF GUTTER 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -O" ABOVE ENTRANCE WIDTH X WALL THICKNESS (MIN)INCFES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. DESIRABLE MINIMUM 16' - EXPANSION JOINT ABSOLUTE MINIMUM 12' ' :. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ' STRUCTURE. UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT p, • �. • p STANDARD COMBINATION UNDERDRAIN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EDGE OF PAVEMENT FACILITY THAT CAN BE APPROACHED, ENTERED AND �. •�. �. DRAINAGE LAYER, THE BOTTOM OF THE CURB USED BY PEDESTRIANS. IV A -<-J aaaea a'e HALF PLAN IF PEDESTRIAN ACCESS ROUTES ® ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION B -B 501 701 REQUIRED WITH A MAX. 2/. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD 2`0"j TO THE SLOPE OF SUBBASE COURSES CG -3 CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH ' �• THE MOUNTABLE CURB CONFIGURATION. , p•• *01 TO 10% CHANGEPARABOLIC � UNPAVEDSPACE-�I ` IICURVE �• �• �, ' .e.a.e.e.. FACE OF CURB 6" HSIDEWALK SPACE • �` �` �� �� NORMAL GUTTER 12% MAX. SLOPE ® _ + e .1, - b:. .s, I ---------- - * SECTION C -C �-' • �. a CLASS A3 (H.E.S.) �6"AGGR. CONC. BASETYPE I SIZE 21B 5'-0" FOR CUB AND GUTTER ONLY •�•-2'-0"-1�5'-0" I &POINT OF GRADE CHANGE ' R' �• • �• FOR SIDEWALK, CURB AND GUTTE ,' p,� . p, ' ' �' BUILT CONCURRENTLY * * 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS SECTION A -A x Z : 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 Y, MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION STANDARD ENTRANCE GUTTER REFERENCE 6" REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.03 o GENERAL NOTES: J. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHCALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THF7 RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/Z'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CUB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESS13LE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 77!: TYPE A PERPENDICULAR y MIN NIM 1211 MAX_ TYPE B PARALLEL CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, ` EW -12 OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS CUT OUTLET PPE TO CG -6 SUBBASE DITCH LINE ELBOW BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A(SONTINTUS 1� UNOBSTRUCTED STABLE, FIRM AD SLIP RESISTANT PATH CONNECTING ALL NOTES: ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5¢ AND USED BY PEDESTRIANS. TRENCH PLACEMENT EDGE OF PAVEMENT is PAY LIMITS FOR 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2' WIN AT r 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ,F PAVEMENT EDGE O THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CUB. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 9. TYPIQl CONCRETE SIDE_.�ALK RADII CANNOT TFII THEN THE ETED TYPE C E IR HEE TRAF I �REFERTTO ST DARD G�13, C0 oERCFIALANTEINCTRAATNCE (EAVYTRUCK PARALLEL & PERPENDICULAR 4000 PSI IF PRECAST. 0 0 0 0 0 0 0 0 0 0 F SUBBASE OR CEMENT STABILIZED SUBBASE 10, WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, -*-SELECT MATERIAL TYPE R OR SUBGRADE o o o o THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 3. COMBINATION CURB & GUTTER HAVING A RADIUS GEOTEX TILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAG FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) GRADE. BE PAID FOR AS RADIAL COMBINATION CURB & TYPE OF PIPE OUTLETS FOR UNDERDRANS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP j(W.T. 4" NOM. DIAMETER i(W, T. 6" NOM. DIAMETER INLETS OR MANHOLES. SMOOTH WALL PVC .10310.15,31 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SMOOTH WALL PE 70 PSI xxx 70 PSI XXX WITH OUTLET PIPE ON LOW SDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -O" ABOVE GUTTER. X WALL THICKNESS (MIN)INCFES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 1)00( TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. 8, OUTLET PIPE TO BE SECURELY CONNECTED TO EW -120R OTHER DRAINAGE STRUCTURE. 4. FOR USE WITH STABILIZED OPEN -GRADED STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (AT LOWER END OF CUTS) DRAINAGE LAYER, THE BOTTOM OF THE CURB SHEET 1 OF 1 REVISION DATE AND GUTTER BE CONSTRUCTED PARALLEL 501 701 108.04 TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A f 4" I 2" R OF THE VDOT ROAD DESIGN MANUAL. 6" o 1 1 o s D 7" _ - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 E GENERAL NOTES: J. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHCALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THF7 RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/Z'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CUB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESS13LE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 77!: TYPE A PERPENDICULAR y MIN NIM 1211 MAX_ TYPE B PARALLEL CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, ` EW -12 OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS CUT OUTLET PPE TO AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT SUBBASE DITCH LINE ELBOW BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A(SONTINTUS 1� UNOBSTRUCTED STABLE, FIRM AD SLIP RESISTANT PATH CONNECTING ALL -� 1211 AXE ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5¢ AND USED BY PEDESTRIANS. TRENCH PLACEMENT EDGE OF PAVEMENT is PAY LIMITS FOR B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' WIN AT r 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ,F PAVEMENT EDGE O THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CUB. AT VIC , SAME AS TOP OF CURB 9. TYPIQl CONCRETE SIDE_.�ALK RADII CANNOT TFII THEN THE ETED TYPE C E IR HEE TRAF I �REFERTTO ST DARD G�13, C0 oERCFIALANTEINCTRAATNCE (EAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 0 0 0 0 0 0 0 0 0 0 F SUBBASE OR CEMENT STABILIZED SUBBASE 10, WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, -*-SELECT MATERIAL TYPE R OR SUBGRADE o o o o THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH #57 AGGREGATE, #8 AGGREGATE OR CRUSHED ,,- 1.6 - 2.4 TRUNCATED DOME C -C O O OT O 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 + "a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O, - N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ro o' ;0 O N o00000000000000� 0.2" 0 0 0 00 000 0000000 50Y - 65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG -12 DETECTABLE WARNING SURFACESPECFICATIONREFEWIDE REV, 7/05 GENERAL NOTES 02 203.05 VIRGINIA DEPARTMENT OF TRMISPORTATION SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS; SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC �IL�111��LIL'�'1�1�Y171MR TREE PLANTING DETAIL O I L (D \(;� 1 /Not To Scale 5EE PLANS FOR EXACT LAYOUT. 5PACE PLANT5 A5 SPECIFIED IN PLANT L15T OR A5 5HOWN. ADJUST SPACING A5 NECESSARY OR A5 DIRECTED BY LAND5CAPE ARCHITECT. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER 04� 04 4 4 4 REMOVE BURLAP FROM TOP 1/3 THOROUGHLY. PLANTING PIT. PREPARED 501L FOR SHRUBS 501L SURFACE ROf TO BIND NEW 501L 0� 4 OF ROOTBALL 4 0 � 3" TALL WATERING BERM D 0 r--FINI5HED GRADE 112 BALL DIA MIN. I W > 2 SHRUB PLANTING DETAIL C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE z4 A < d 0 0°0°0°0°0°0°0°0° -I 1IIIIIIIIII 1- 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE 0.5' Q COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECT ON C11 Not To Scale CD -1 ` EW -12 TOP OF CUT PAY LIMITS FOR (TYPICAL) CUT OUTLET PPE TO PAVEMENT BEGIN WITH 45" SUBBASE DITCH LINE ELBOW UBGRADE FILL HOLILDER LINE EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS CENTER LINE SECTION TRAVEL LANES /.';" CENTER (WITH TYPE 1 SELECT MATERIAL) - -q- - - -�-,r - 5 --- ♦;.1 5• TRENCH PLACEMENT EDGE OF PAVEMENT is PAY LIMITS FOR OUTLET PIPE TO SHOULDER LINE \ BEGIN WITH 45" F PAVEMENT SURFACE & BASE OW TOE OF FILL 0 0 0 0 0 0 0 0 0 o OF 00000000000000000 00 -----SUBBASE -12 0-0 -0 - 0 - 0 .0 - 0 .0 . 0 - 0 - 0 . 0 0, (TYPICAL) -0 - o - 0 - o - 0 - o - o - o - o - o - o - o - --K-SELECT MATERIAL TYPE I OR II o -o -o -o -o -o -o -o -o -o -o-0 0 #57 AGGREGATE, 08 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW f� �( GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD -1 COMBINATION UNDERDRAIN) OR F- PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 0 0 0 F SUBBASE OR CEMENT STABILIZED SUBBASE 00000000000000000 00 -*-SELECT MATERIAL TYPE R OR SUBGRADE o o o o 4oo - o - - - - - o - o -o -o (CEMENT OR LIVE STABILIZED) #57 AGGREGATE, #8 AGGREGATE OR CRUSHED ,,- GEOTEX TILE GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES DRAINAG FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMD TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) GRADE. CRUSHING STRENGTH 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE TYPE OF PIPE OUTLETS FOR UNDERDRANS,THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP j(W.T. 4" NOM. DIAMETER i(W, T. 6" NOM. DIAMETER INLETS OR MANHOLES. SMOOTH WALL PVC .10310.15,31 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SMOOTH WALL PE 70 PSI xxx 70 PSI XXX WITH OUTLET PIPE ON LOW SDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T -O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN)INCFES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 1)00( TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. 8, OUTLET PIPE TO BE SECURELY CONNECTED TO EW -120R OTHER DRAINAGE STRUCTURE. xv=r STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (AT LOWER END OF CUTS) 232 SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 108.04 COMBINATION UNDERDRAIN CD -2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIAL) TRENCH PLACEMENT F -PAVEMENT SURFACE & BASE A6-. Zt.. 0000000000 o SUBBASE - o - o - o - o - o - o - o - FSELECT MATERIAL TYPE I OR I O -O -O -O -O -O -O O #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTLE GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE 1,�„ FABRIC OR F PAVEMENT SURFACE & BASE 0 0 0 0 0-0-. 0 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE _ 000 0 �o' : o-6-6? 000 �- (CEMENT OR STABIL�ED)SUBGRPDE 057 AGGREGATE, 08 AGGREGATE OR CRUSHED GEOTEXTILI I GLASS MEETING #8 GRADATION REQUIREMENTS. I DRAINAGE 11II (DATE) (DATE) 0.5' 3.0' TOP OF �NLTH o� �r U JUSTIN M. SHIMP Lic. No. 45183 L I < < 4 4" Class A3 Concrete 5 PAVED FUME SECT ON C11 TOE OF CD -2 FOR mt ILL I EDGE OF PAVEMENT I� 90• TRAVEL LANES -1-- -- �-- - - - - -- -- - I I J EDGE OF PAVEMENT SHOULDER LINE Y IOALp,- I TOE OF FILL LIMITS OF PAY FOR OUTLET PPE PLAN VIEW SHOWING PLACEMENT OF CD -2 UNDERDRAIN NON -PERFORATED OUTLET PIPE CRUSHING STRENGTH TYPE OF PIPE )( W T NOM. DIAMETER )(W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 0.153 SMOOTH WALL PE 70 PSI X)(9( 70 PSI )004 iE WALL THICKNESS (MIN) - INCHES )00(TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. FABPoc GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3% DESIRABLE) GRADE. BRIO SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE R IS IMPOSSIBLE TO OTHERWISE PROVIDE CD -2 OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD -2 - INLETS OR MANHOLES. 5'-0" GREGATE SIZE NO. 21B8(6"" MIN. DEPTH) ASE MATERIAL TYPE 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5, INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE NVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD -2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION REFERENCE STANDARD COMBINATION UNDERDRAIN 1v=r ROAD AAND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 O 4 ��SSIOIVAL � 0 1.5" min. NOTES: * Asphalt Concrete Surface Material: SM -9.5A for ADT < 10,000 SM -9.51D for ADT > 10,000 The district administrator's designee shall determine the restoration requirements for other pavement types. ** Trench width and pipe bedding shall be in accordance with VDOT Std. PB -1 *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendicular open cuts, or as determined by the district administrator's designee. Date: August 27, 2014 7.5" total asphalt concrete pavement depth or equal to the depth of existing asphalt concrete, whichever is greater Sub -base course depth shall be 10" or equal to depth of existing sub -base, whichever is greater Horizontal and vertical surfaces shall be tacked with RC -250 liquid asphalt at a rate of 0.1 gallon per SY, or as determined by the district administrator's designee Select Material Type I with minimum CBR = 30 Class I backfill material in accordance with Section 302 of the Road and Bridge Specifications No. 26 or 27 aggregate pipe bedding in accordance with Sections 205 & 302 of the Road and Bridge Specifications Not to Scale Ar DUNBAR MILBY WILLIAMS 4'-44'-4 4'-8" 1'-4" 2'-6 PITI-MAN & VAUGHAN, PLLC (4} - #W----------#4 C�18"4'-06'-01'-12'-0"3'-11#1a�18"(5}-#W----------#418"6'-0"-8'-0"1'-4"5'-0"7'-2�a�18"(6}-#�#418"#518" CONSULTING STRUCTURAL ENGINEERS I 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 I 434.293.5171 F.434.977.5191 IAS RAILING BY RETAINING WALL SCHEDULE o m rr, m OTHERS z o o oCn DIMENSIONS REINFORCING I 2 Hw "B" "C" "W° "D" BARS "L" BARS "M" BARS "❑"BARS MBAR CCD w a ry a w = c MAX SLOPE 2 r —C LR . "M" BARS (VERT) U) r NOTES: J J .• #4 AT 12" 1. CO NC 3000 PSI AT 28 DAYS. 5 R (HORIZ} 2. REINF: GRADE60. 3. MAX SOIL BEARING PRESSURE= 2000 PSF (ASSUMED). 0 #57 STONE BACKFILL 4. PROVIDE WALL CONTROL JOINTS AT 20'-0" MAX. (FULL HEIGHT) LU LU SIJ DIA PERFORATED ' -• "O" BARS (DOWELS} [� W W LJJ in D DRAIN ENCASED IN X57 :• 0 � � J CRUSHED STONE _� v C) < WRAPPED IN FILTER r LL FABRIC. DRAIN TO q s+ "D" III ' CD SUITABLE OUTL� - BARS 6 a (SEE DETAIL A) r 2" C LR _ w # "P" BARS n? / J 2 a L" BARS 7 1 DETAIL A LU CONT f rr� DATE: 08f26I�015 0 , a . r b.'. • 'LT QFI; DMWPVJOB NUMBER: 1500-40 �� SHEET NO: D. Barber r � iStephen Lic. Na. 025731 J "B"10" 1 t C.. GS-2Ga—d5 � hfAL O� Gr U JUSTIN M. SHIMP > 4'-44'-4 4'-8" 1'-4" 2'-6 #1@ 18" (4} - #W----------#4 C�18"4'-06'-01'-12'-0"3'-11#1a�18"(5}-#W----------#418"6'-0"-8'-0"1'-4"5'-0"7'-2�a�18"(6}-#�#418"#518" Lic. No. 45183 ��SSIONAL ��� Mill & resurface*** Mill & resurface*** 1 2 3 4 5 6 7 8 92 0 450 = 450 00 z ww w L'ir w z z z z z z zEr w w 445 � 445 IN Q w ^z Cn cn M (7 --- 440 __— 440 W -- — z 2 o 435 _ 435 O Grade_ az w� z 430 430 — +xisting Grade — — I� 425 _ — — _ _ 425 . i _ 51 E — 0) — 420 _ 420 N q _ w _ _ o o > - > 415 o — 415 w 164.! 4EF_ F J_ » ° > - 410 ,L, 410 z w J w 0 0 w � 405 , , C"i— a, r-, 405 Q 00 N O �� �� 01 0 o w O N 400 a, a- w 400 » » zz » zz > _ z » » zz » zz zz » zZ > 395 9+50 10+00 450 445 440 435 430 425 420 415 410 405 409+50 10+50 3 = a, o z 00 z o- 10+00 2 SANITARY C14 SCALE: HORZ: 1"=30' 11+00 11+50 0 10+50 SEWER PROFILE: VERT:1 "=10' 455 12+00 3A w z ,�, z J a, — of I�Pq N 11+00 z 3 THRU 3B 12+50 36 = o � �o o — - o— 11+50 12+0000 13+00 450 445 440 435Min 430 425 420 415 410 405 13+50 1 SANITARY C14 SCALE: HORZ: 1 "=30' 14+00 14+50 SEWER PROFILE: 1 THRU VERT:1 "=10' 15+00 8 445 440 435 430 425 420 41 15+50 16+00 O N CD CD � �o 00 X X +50 10+00 4 WATERLINE C14 SCALE: HORZ: 1 "=30' 16+50 17+00 17+50 — — — — in. ove L N O z X 10+50 11+00 11+50 PROFILE: LIBERTY HILL COURT VERT:1 "=10' 18+00 445 440 430 425 420 4 12+0015 18+50 455 395 19+00 PLTH o � U JUSTIN M. SHIMP Lic. No. 45183 N In In E o EEEE" LLJ EEEEQ 0 0 0 0 cn U U U —� Q " Q U 0 _ = =o a o �� UUU> 0 o D �LOCcCO CID o 0 0 0 0 CV N N Cil N K, o0_ N XIS in Grade-, O N N — � O O O 450 — — — — 450 Of ��"0 r] CIO 445 0 445 Lr - CD � z 440 + 440 w w .a 435 CO 00 435 ,1,oo oo _ Xis in Grade / 430 z ,�, �, 430 O in. ov r — N ' R ro posedGrade � w O w " _ _ u 425 in. LL " z 425 Cow w _ 420 — Q 420 n m� w J �N 450 415 410 9+75 3 00 WAT E R � N E 0+PROFILE: C14 SCALE: HORZ: 1"=30' VERT:1 =10 F R1E E0 STATE ROAD o 12+00 w� 00 °O — (' C' 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 415 410 17+00 450 Z W 0 O 445 445 W W 440 440 W Q \ "rode I Ling Vred, 435 435 W 430 43000 W 0 LuAl �JJ 425 a- w „ 425 J Q J — e ara ion Zz 420 420 LL Date 415rit J = ``' 415 11 Q0_j 03/10/2015 o �, 1--- 0,4 �; ate, a� Q� moo, a z � �N Scale 410 z z N 410 0 ,�, � L, 40 9+50 LLJx 10+00 10+50 11+00 3 WATERLINE PROFILE: C14 SCALE: HORZ: 1"=30' VERT:1 "=10' 11+50 FREE STATE 12+00 DRIVE > - z 12+50 > - z 13+00 > z 13+50 > z x - 14+00 I — I > > z- z 14+50 15+00 15+50 x x 16+00 16+50 > z 17+00 > - z 05 17+5� Sheet No. C14 OF 22 File No. 13.0401 430 425 420 415 410 405 400 395 &.1 455 450 445 440 435 430 425 420 415 410 405 1 � STORM SEWER PROFILE: Bl THRU B4 430 425 420 415 410 405 400 395 430 425 420 415 410 405 400 9+50 10+00 10+50 430 1m 410 405 400 11+00 STORM SEWER PROFILE: B3 THRU 33A C15 SCALE: HORZ: 1"=30' VERT:1 "=10' C� SCALE: HORZ: 1"=30' VERT:1 "=10' 435 430 425 420 415 410 405 400 395 C•1 1 10+00 10+50 11+00 11+50 12+0012+50 SEWER S�PROFILE: C2 THRU 13+50 ('-- THRU C8 430 430 z —.c 425 N 425 420 420 415 0 415 CD0 410 410 405 >z 405 9+ + +50 ,STORM SEWER PROFILE: D4 THRU D4A SCALE: HORZ: 1"=30' VERT:1 "=10' SCALE: HORZ: 1"=30' VERT:1 "=1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 (--9�STORM SEWER PROFILE: Dl THRU D5 SCALE: HORZ: 1"=30' VERT:1 "=10' 435 Ml :per :pit 405 400 395 13+590 14+00 14+50 15+00 455 z o 455 450 450 z 445 445 440o C"4 440 N 435 435 > > 4 43�+50 10+00 z 10+5030 STORM SEWER PROFILE: F1 THRU F2 SCALE: HORZ: 1"=30' VERT:1 "=10' 445 440 435 430 425 420 415 410 40�+50 455 1tail 1m 11 Is, :pit 415 410 405 15+5000 445 440 435 430 425 420 415 410 405 400 395 399+50 10+00 10+50 11+00 11+50 ��STORM SEWER PROFILE: Al THRU A4 SCALE: HORZ: 1"=30' VERT:1 "=10' 435 435 n 430 `�' 430 0 w z 425 425 420 420 411 415 0 415 00 0 rn 0 410 410 z 405 f= 405 9+50 10+00 10+50 STORM SEWER PROFILE: JUNCTION THRU D3A SCALE: HORZ: 1"=30' VERT:1 "=10 10+00 10+50 11+00 11+50 STORM SEWER PROFILE: D3B THRU D3F SCALE: HORZ: 1"=30' VERT:1 "=10' 445 440 IF, SH 420 415 410 12+0005 445 440 435 430 425 420 419+50 445 440 Firm Mg, wife 1pill 5118 511 405 400 395 12+090 �NLTH O/, :Ar i Gr U JUSTIN M. SHIMP Lic. No. 45183 SSIONAL - NOW. . 110111 w- Ewa 911�11111111111 110.1 •1 i Gi - � c •1 • 1 1 11 1 1 11 SCALE: HORZ: 1"=30' VERT:1 "=10' 10+00 10+50 445 440 my 430 425 420 11+0015 STORM SEWER PROFILE: E1 THRU E3 SCALE: HORZ: 1 "=30' VERT:1 "=10' GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL RAC KFiL BEDDING 8 STON E ' STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH_ REMOVE ALL STONES TO INSURE THE PIPE DDESN'T REST ON ROCK AND THEN COMPACT THE 'SCJL OR PROVIDE A 4" BEDDJNG DF AGB STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 14JM'N INFTiAL BACKFILL -,\.I,. UNSTABLE a' a' t 5C)iL MIN MIN hA 1;N U68 5TCNE GRANULAR FILL ASs.-µa;z;F APPROVED BY ACSA TA RIF S011_ OR RICK STABLE SOIL OR ROCf2 NOTE : I_NO MOCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2 -NO ROCKS LARGER THAN 6` IN AIgY DIMENSION SHALI BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.T -IE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6' LIFTS_ 4.N10 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE RON WATER PIPE INSTALLATION 8c BEDDING IFFF,1,1 F,1,11 -F)' Mk: -L I'L '_I -L K LQ_,,4_ F R �_T II J N L F*"I LY L IL � I IA- N L " _ll iE DEV AL ..1,F, 1,-.I., f, -..I. ,FF.K F,. :,� P F,�I .I: s '/4" MAI F F '--'l I[ ,F F FF. F,21,'I - I, F I,. T <IIF- :,III F� �I�• L a. erer I- Fr., Ic c, TYPICAL SERVICE LATERAL INSTALLATION NTS FIG, VV- 6 T -MH -2 45' • w, FOR ALL BENDS FOR TEE OR WY WIDEN TRENK ACCOMMODA ANCHOR IF R EQUI RE D_ min BE€SDIHG A - REQUIRED 45 " r THIN T NIG5 SECTION PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. 'SIZE OF (FEET) CU_YD_ (FEET) CU.YD BEND 8, SPACER UNIT IS TO BE DOWELED OR MORTARED TO L H T L 11 T' 22 1/2' 9P 2.513 2,59 3.01 0.24 MINIMUM, ELEVATION SOLID CEMENT BLOCKS N-3" 4'-0 5'-8"2 1/2" 4' & 5• 45 2- DO 2.25 7.60 0_)5 4'-6"17'-6] V-0" 4'-3" 5'-0" 2 1 4' 12" 5'-3 9'-0 3'-3" 5'-0 2 1/2' 22. 112 1.50 3.00 2.52 O_FD 2.00 2.25 2.50 U.15 11 T/4 1.5D 2,09 2_Sp 0.10 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 90 3.66 3.16 3.21 0.48 AIR RELEASE VALVE (ARV) DEPTH FLO'.^v NTS &" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.115 2.64 0.13 3.16 2.91 2.66 0.32 11 114 1:56 Z.16 2.67 0.13 SEV'VER. T 90 4.83 3.83 3.42 0.83 10" & 12 45 3.33 3.58 2.95 0.43 3.83 4 -OU 2.83 0.52 22 11.2 2.33 2 -SE 2.86 0.24 MIN. 6" B EDDING NOTE W/ NO. 68 STONE 11 T/4 1.83 2,33 2:84 0.18 2. THE CONSULTANT WILL DETERMINE (WHETHER MANHOLES SHALL HAVE 1_ THRUST BLOCKS ARE REQUIRED WHENEVER T11E PIPELNE = CHANGES DERECTION, CHA SIZE. DEAD ENDS AND AT VALVES. 2_ USE 2540 P_5.1_ CONCRETE. 3_ NO CONCRETE SHALL I3E POURED ON ANY PART OF THE JOINT_ 4_.THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE 8 51ZE ALL THRUST BLOCKS_ CONCRETE THRUST BLOCKS J FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES A�j I�s" a { _ B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D Erll/4- 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON 4" - 6" l'-9" 2'-3" 2'-6" V-2' 2'- WEEP HOLES STEP REOUREMENTS, "H" (LIN. FT. FOR B" 2'-3 S-0' 2'-6" 1'-6 2'- 111/4' 10" 2'-9 S-9 2'-6" 2'-0 3'12" ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS 3'-0 4'-3" 3'-D" 2'-3" S-18" 8, SPACER UNIT IS TO BE DOWELED OR MORTARED TO S-6"5'-63'-3"3'-0"4'-4" 3. CONCRETE SHALL BE 4000 PSI. - 6" 2'-6" 3'-0' 2'-6" V-6' 2- 4. FOR STEP DETAILS SEE STANDARD ST -1. 2" 22 1/2' MAY VARY WITH MANUFACTURER. 3'-0' 2'-9" 3'-9" 2" BRICK SUPPORTS OR 3'-0' 3'-6" 4'-3" 2" MINIMUM, ELEVATION SOLID CEMENT BLOCKS N-3" 4'-0 5'-8"2 1/2" 4" - 6" 3'-0" 6'-0"3'-0" 3'-3 V-3" 2 1/4" B" 3'-6" 6'-6 3'-0" 3'-8" 3'-9" 2 1/4" 45' 10" 4'-6"17'-6] V-0" 4'-3" 5'-0" 2 1 4' 12" 5'-3 9'-0 3'-3" 5'-0 2 1/2' 18" 6'-6 11'-0 3'-9" 6'-0 7'5'-9" COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. AND SHAPE DEPENDING OF STRUCTURE. 2" MAX.J 2'-0" 4-70" FLAT SLAB TOP UNIT x TYPICAL METER BOXES (5/8"-1" METERS) I MH -1 FRAME AND COVER INTERLOCK SHALL BE PROVIDED BY 1" DIAMETER HOLES 3" OVAL SLOT OR OTHER VDOT XMROVEO METWDS. FOR 4 STEEL DOWELS. CENTERS TO BE 180•APART. _ !-T4 SEE NOTE 8. n � 7 W SPACER UNIT og (AS REOURED) 4g I ISTEPS 3 (AIS REa'D.) I w /I 1 5" MIN. I \ / 5" Mil CHART FOR UPPER VERTICAL BLOCKING I I STEPS I (AS REO'D.) CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES: /-FINISHED GRADE 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON 6. SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS WEEP HOLES STEP REOUREMENTS, "H" (LIN. FT. FOR "GRADE RINGS" OR ADJUSTMENT RINGS". MANHOLES) DIMENSION. ETC. 7. WHEN SPACER UNITS ARE REQUIRED, "H" 19 TO BE 2. ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AA4SHTO M199. 8, SPACER UNIT IS TO BE DOWELED OR MORTARED TO TAPER UNIT OR FLAT SLAB TOP. 3. CONCRETE SHALL BE 4000 PSI. IN 4. FOR STEP DETAILS SEE STANDARD ST -1. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS "O" RING SEALS MAY VARY WITH MANUFACTURER. 16" MAX ROAD AND BRIDGE STANDARDS STANDARD PRECAST MANHOLE TOP UNITS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 103.09 SPEdFICATION REFERENCE 105 302 3" THREAD 1 -NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4- STAN /4" STAND RD HEX NUT 1/4" THICK PPLATE WASHER 3NCHOR LARGER C� SECTION NOTE: STANDARD 90" HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS 44" MIN. 60° ` 36" d Q Q n (22.5" FOR COMPOUND METER) 16 MIN. 17.6"� 37" MIN. 12" MIN. WINGNUT LOCKING ASSEMBLY 1 BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8" 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W -7C NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (27a-) 7 CU. FT. 18" rVALVE BO 968 STONE( 1 2500 P.S.I.CONCRET �o'p' BASE AND THRUST a i "A�' BLOCK AGAINST P' . eA )` " UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE' Z11AIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 0 MAX 2'-01 RUBBER COATED STEEL /-FINISHED GRADE -ll1. ,1I . ,ll1 J1, 1I L ,ILL ll L ll L AIR RELEASE VALVE PRECAST REINFORCED BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE III IF POSSIBLE III -II. CONCRETE SECTIONS IN "O" RING SEALS Ill- IF 16" MAX BRICK SUPPORTS OR MINIMUM, ELEVATION SOLID CEMENT BLOCKS CRUSHED STONE TYPE "K"SOFT 7 4'-0" COPPER CORPORATION STOP NOTES: 5'I 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED FROM INLET TO OUTLET EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT CONCRET THE MANHOLE CONE. VARIES AIR RELEASE VALVE (ARV) DEPTH FLO'.^v NTS FIG. W-9 TD -17 STREET SURFACE OR NON -PAVED AREA 0 MAX 2'-01 RUBBER COATED STEEL STEPS CAST IN PLACE 31 - 0" MIN PRECAST REINFORCED CONCRETE SECTIONS IN "O" RING SEALS 4 16" MAX MINIMUM, ELEVATION DIFFERENCE ACROSS M.H.5" 7 4'-0" 5'I FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRET VARIES DEPTH FLO'.^v L CHANNEL TO BE F_LFILLETS 3/4 DIAMETER O CONTRIBUTING - SEV'VER. T a ' A FILLETED INVERT FOR A SIVIQOT TRANSITION OF FLOW BETWEEN HLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" B EDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FCT+-E SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE (WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN E .- E rn M E _aoN w = N E uj m �J (n \M Om ` J O EW Uy va E U E � m Ew Na U W m O O V� �E0 _�It Erl O i0 V' N� CMN F N EL, '__' "au W w ¢ E z v) �W o J ❑ va o E\Z o E� =E E_ O E Ln vU co �"1- E U �111J N E �E z o \_ E LO vom O O FT I 5 ¢ < O 0E �E E 5E U \E �E Ei E ro N o f LU ntO, mu Ncoo nu nu c14 U)W N N N Q Er LL O O TYPICAL MANHOLE FRAME & COVER F - w z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 11 MIN FLEXIBLE CONNECTION--/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL ~ BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED 2 BRANCH SEWER SERVICE LATERAL CONNECTION NOTES: H_ -E A `E1,EF SER'✓ E ATERA M TS - A f AKHGLE I 1JP I I I !A 11 N I GP I SI ' l I A I NAI S INDILaTEG THE T : . JK) E ATIL K - THE vl+ E LAT -RAL PIPE 'HA -L -E 1- LEA -IT HICH-1, THAN HE h "V \I) I F',/,A 11 .N "F IHF IHF I S FII F «N\1FC- F1: TJ I_ i, A1F1l_LE. 2. -E�,,EG_ LINE VL, TIP"E) N O 'N S 'J IE`,L EF' fdA N SHALL 1 f -NVII CII I l.SlylE A PIP( a I:I I MINI IUf &,AD- FGR _,E VER S-'1 I E (____)NNECTGH SHALL - jA (1/- P R 1,--1 ) P. ALL EJ/EF _AT ,ALS '_ iPl_ H.A'E A MINI Wll C 'J -R DAME -EP M. N GF 4 .. AI I VVI H AI jAl S S AAI IIAVI A VIMMUIM C:.:',i F: FEET. SALT Ts -A ED -INI-HEN GROUND ` x 4 MARKER SLUG END OFLJ MAIN _A SECTION SzRVICz LATERA_ 45 C'D'' IR L V- 1r;E`(E TE- PLAN VAR ES L SEWER SERVICE LATERAL CONNECTION TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN PLACE 5' GALVANIZED ' WFrNES5 POST WITH CAPPED ENDS PAINTED BLUE IN RVMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SOBJEC TO HIGHWAY DEPARTMENT APPROVAL. f1415HEO GRADE Nis ADJUSTA13LE VALVE BOX 4111 LID II II z U z 44 LL �1 I_ i ---- ✓W_J_ GATE VALVE WATER LINE 1 �' 1 I. w I-- - 2500 P.S.I. CONCHEif +F a �'x _V HEARINGAITEA_ THRUST BLOC t. V NOTE : IN REMOTE AREAS, VAI.VE BQXES SHALL EXTEND SIX (8) INCHES ABOVE TYPICAL GATE VALVE O� Gr U JUSTIN A SHIMP Lic. No. 45183 �_SSIONAL Vl�