The URL can be used to link to this page

Home My WebLink AboutSUB201700187 Plan - Approved 2020-02-28ROAD PLANS FOR LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 x 12"- SPOT ELEVATION 165 TW x 125 TW TOP OF WALL ELEVATION 165BW x 12seVV BOTTOM OF WALL ELEVATION BENCHMARK ® STORM SEWER _.o-.o-.° ROOF DRAIN ® SEWER LINE -w -w -w - _w -w -w _ WATER LINE GAS LINE OVERHEAD ELECTRIC WIRE UNDERGROUND ELECTRIC OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - - ADJACENT PROPERTY LINE _________ VACATED PROPERTY LINE _ BUILDING SETBACK D O I- DRAIN INLET (DI) 0 O 0 SANITARY MANHOLE E C PLUG (O" X,,'" WATER VALVE & BOX _. FIRE HYDRANT ® ®"' WATER METER ♦� ♦� LIGHT POLE f UTILITY POLE SANITARY EASEMENT - -- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE --�-�-� FEN CE STREAM 312 12- INTERVAL CONTOUR 300- oo- INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-C COMBINATION 6" CURB & GUTTER a a CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND to io PARKING COUNT - CROSSWALK HANDICAP ACCESSIBLE AISLE ® CG-12 & & HANDICAP PARKING CROZET COURT 5UB201700187 TAX MAP 56 PARCEL 45 AND TAX MAP 5GD PARCELS I AND 2 WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' FF I SITE ►.: \ V r ■ ■Ras EN�� - .4 w rI 11 EL a-= ..40 IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDEX CI - COVER SHEET C2 - EXISTING CONDITIONS C3 - SUBDIVISION LAYOUT PLAN C4 - SUBDIVISION UTILITY PLAN C5 - SUBDIVISION GRADING PLAN CG - ROAD PLAN - AGATHA RIDGE LN . C7 - ROAD PLAN - AGATHA RIDGE CT. C6 - LANDSCAPING PLAN C9 - SITE DETAILS C 10 - SIGHT DISTANCE F)ROFI LE5 CI I - ACSA UTILITY DETAILS C 1 2 - 5AN ITARY 5EWER PROFI LE5 C 1 3 - STORM SEWEK FROEI LE5 PROPERTY INFORMATION OWNER/DEVELOPER: STONY POINT DESIGN BUILD 200 GARRETT STREET SUITE 0 CHARLOTTESVILLE, VA 22902 LEGAL REFERENCE: DB 4951 PG 170 DB 1479 PG 180 DB 666 PG 109 DB 488 PG 007 DB 5126 PG 635 WB 128 PG 705 PARCEL AREA SUMMARY AREA OF DEVELOPMENT: 12.62 AC DISTURBED AREA: 9.00 AC PARCEL 56-45........................................................... 7.28 Ac. PARCEL 56D-1........................................................... 0.51 Ac. PARCEL 56D-2.......................................................... 1.03 Ac. LOT 56-D2 ROW ........................................................ 0.13 Ac. JAMESTOWN RD ROW .................................................. 0.20 Ac. PARCEL 56-45A2....................................................... 3.47 Ac. TOTAL PARCEL AREA..................................................12.62 Ac. NOTE: RESIDUE OF 56-45A2 = 1.29 ACRES. RESIDUE WILL NOT BE DISTURBED AND IS NOT INCLUDED IN THIS SUBDIVISION. BASE INFORMATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING BOUNDARY SURVEY COMPLETED ON 7-25-2017 SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING FIELD SURVEY COMPLETED ON 7-25-2017 MISS UTILITY TICKET #04368 A720000816-OOA SUPPLEMENTED WITH FIELD TOPOGRAPHY BY ROGER RAY AND ASSOCIATES. BENCHMARK(S): NAVD88, IRON AND CAP SET ELEVATION=677.22 NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R2 - RESIDENTIAL MINIMUM BUILDING SETBACKS: (APPLICABLE SETBACKS ARE NON -FILL) FRONT: 5' (18' FROM BACK OF SIDEWALK FOR GARAGE FRONTS) REAR: 20' SIDE: 5' MINIMUM BUILDING SEPARATION: 10' VDOT INSPECTION NOTES VDOT'S LAND DEVELOPMENT SOUTH STAFF (540-967-3715 OR 540-967-3716 SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED ROAD/SHOULDER CLOSURES", "THE PERMITTEE OR HIS OR HER DESIGNEE SHALL REPORT ALL WORK ZONES IN THE VDOT RIGHT OF WAY ON A DAILY BASIS AT SET UP AND TAKE DOWN TO VDOT'S SMART TRAFFIC CENTER (540-332-9500)", "COPIES OF ALL INDEPENDENT TESTING REPORTS TO BE SUBMITTED TO VDOT FOR VERIFICATION", "A MINIMUM 48 HOURS ADVANCE NOTIFICATION OF A PROOF ROLL OF BOTH THE SUBGRADE AND STONE BASE IS REQUIRED BY VDOT." "ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC." And that "TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION OF THE TIE-IN AND MILL OF THE ADJACENT TRAVEL LANES." 'WATER LINES, SEWER LINES, ETC. CROSSING FUTURE VDOT MAINTAINED ROADS HAVE TO BE SLEEVED WITH DUCTILE IRON PIPE "TWO (2) TIMES DIAMETER OF THE UTILITY LINE)." And "A VIDEO (3 ELECTRONIC COPIES TO VDOT) OF ALL STORMWATER SYSTEMS CARRYING VDOT RUNOFF OR RUNOFF UNDER A FUTURE STATE ROAD IS REQUIRED TO BE SUBMITTED TO VDOT FOR REVIEW AND APPROVAL PRIOR TO PAVING OPERATIONS. SUBDIVISION AND ROAD NOTES 1. ALL PROPOSED LOTS CONTAIN A BUILDING SITE (SHOWN ON SHEET C3) THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. AN EXISTING CEMETERY IS LOCATED ON SHEETS 2 AND 3. THE EXISTING CEMETERY WILL NOT BE DISTURBED. 3. THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL-FORESTRAL DISTRICT. 4. THIS SITE LIES WITHIN LICKINGHOLE CREEK WATER SUPPLY WATERSHED. 5. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 6. SEE MAP FOR LIMITS OF THE 100 YEAR FLOOD HAZARD OVERLAY DISTRICT PER FEMA FLOODMAP #51003CO237D EFFECTIVE 02/04/2005. 7. PROPOSED ROAD NAMES: AGATHA RIDGE LANE AND AGATHA RIDGE COURT. 8. ROADS SHALL BE PUBLICLY MAINTAINED AND OWNED BY VDOT. 9. DESIGN SPEED LIMIT: AGATHA RIDGE LANE: 25 MPH W. 3% ESTIMATED TRUCK TRAFFIC. AGATHA RIDGE COURT: 25 MPH W. 3% ESTIMATED TRUCK TRAFFIC. 10. PROPOSED 10' SIDEWALK AND LANDSCAPING EASEMENT WILL BE MAINTAINED BY THE CROZET COURT HOA. 11. RETAINING WALL ON LOTS 17-20 SHALL BE MAINTAINED BY THE CROZET COURT HOA. 12. FUTURE LOTS 2 & 3 SHALL BE PLATTED BY OTHERS. ROAD IS DESIGNED TO SERVE A TOTAL OF 26 SINGLE FAMILY LOTS. TRIP GENERATION PROPOSED USE: 26 SINGLE FAMILY DETACHED DWELLINGS, ITE CODE 210. AGATHA RIDGE LANE: 20 DWELLINGS, PROJECTED AADT = 260 TRIPS/DAY PEAK HOUR = 35 TRIPS AGATHA RIDGE COURT: 6 DWELLINGS, PROJECTED AADT = 60 TRIPS/DAY GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 7. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. 8. ALL BARE AREAS SHALL BE SCARIFIED, LIMED, FERTILIZED, SEEDED AND MULCHED. 9. ALL TREES, SAPLINGS, BRUSH, ETC. SHALL BE REMOVED FROM WITHIN THE RIGHT OF WAY AND THE DRAINAGE EASEMENTS. APPROVED by the Albemarle County Community Development Department Date 03/03/2020 File SUB201700187 Vq i o .sHr) M lo, 4 183 T NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TMP 56C-B-26A DB 2575 PG 395 10 N/F WESNER, RONALD DEAN OR DEBORA T. DB3303PG611 0 {- ,--- --- = L r / o , / / / ---- s o TMP 56C-B-26A ,' i p49 ' �` N/F WESNER %' , - - -'_ ---"" DB 3303 PG 611 '�' / �'' ,---- --- - /�// ,',/ ,� ,� / / / �' --ice' i' \ -sTFFEAM BUFFE�------- o ' i i m MB - rl 71 y / /','"" -- _-------- ,j SSMH �� /' j II'/� 1 '% / / ---- ASPHALT WOOD 2 0 0 i _ DRIVEWAY WALL - \ STONE'' �d ,,"----- ---' �/ CONDO. R�ETgTE m i l - � I 'I I l I l l I /' i' /'r 1-STORY vv v _ A Gp / / /' / _ FBRICK/FRAME __, A / i 11 // / \ ✓I / / /- GR \8 0 \ i/ / ✓ / / BASEMENT = / 11 g5685 �_---oD 7' ACSA EASME NT WALL DB 4862 PG 565 l�'MPi 56-45A2 I / �' /'� --- 0 � v �_____�I i `v 31472 ,AC o � --- EXISTING HOUSE TO REMAIN ` v / i i i STONY POINT ' m ' - DURING REMOVED ASTRUCTItiNT, 1/ ,� ,' ,' // r / __-----___-'r1� \\ \\ \ \ \ \ DkSIGN/BUILD, �LC. r SUBDIVISION IS BUILT OUT. o \ /i ' // \ \ \ \ \\ I I1 Dl� 5126G 6 5 _ N1 °08'50"E ' 1 .1 PF oO 9-18°08'50"E 279.70' - �� \ \ \ S1808'S 'W 477.84' PF @`\72.13\ \ i--------- - ---- '� TMP 56D-1 IG- s�0 \ / = 0.514 AC / I \ \ ETAL ST�NP PORT DESIGN 00 /'/� II l / ' \\ \\ \\ \ \\\ \ \\\ \\ \ \ I PIN \ \oBLOCKHED 1-STORY HOUSE / BUILD, LLC. - g - BUILDING /TBR #5665 ON ,' DB 4951 PG 170 � m� MAPLE TMP 56C-C-6 / / �,�\. -, ; I I / / l J \ \ TBR IT ocusT / �j BASEMEN TBR WOOD WALL I N/F BELEW �� ,---'� _�✓ // //- // I ,' vv vv vv \ - ROCUST v DB 2012 PG 716 _ _ _ _ \ I / \ \ \ ��' s __-__-__ I I / v v - -vPH i �� / / / /\/ I \ \ o�N\ ` I o � THE / �/ / / / / . / / I )C \ I \\ \ ;;A to I s c /0� 40819090 ' v v v v o, $ \ i m t y " 6�2.625 V v� I � O Faucet i vv I I I& x I SDMH CONC. ALI p �r \ I ITBIR TBR g /TBR \ �J x I m �- / BENCHMARK= I ' / � 1 CD \ FFE 667.64' CD / / 1 I I \ V A N O \ v A ��, v O %' / l TMP 56-45 A 0�4 P o BrkWd-2-2 /� / /' /' �l ' % / ,' /' '/O rr ' // I 7.277 AG. ` \ \\ \V �� vv� POLE T OH6 OHS 0 E- 1 /i r r / / RIM=599.76 ' % / ' /' i' // ' / ' ' / / / r rn �/ _ � TMP 56C-C-11 INV IN=590.45 / Y/'/ / ' �' ' ' / ' / / ' a o A �'TONY POINT DESIGN BUILvw INV OUT=690.25 i ' /' �' '"V �' ' / ,' / /' ' / A R v v �' �-�__ / o \ \ TMP 56D N/F WITT / l �' v/ ' - / / I \ \ I STIES w/ \ ABANDON & CONC. W ALK m �B 4951 PG 170 fi �AVED DRI DB 1505 PG 731 r' �l l i i i i� / / ,/ \\ l G ' 1.08 A C TB�t / v v / v o v2 REMOVE SAN TBR v ABDON MH & 160 LF STO�Y POINT DESIGN v OF SE R BUILD LLC. WAR A ME R 1 DB 1 PG 4 70 \ 8 8 0"W 79,82' m \ \ \ \ \ \ o it 0V \ I� 1 -V�° k- 0 5 40 ROW 128 AG o F N, S18°08'50"W 279,83' ,� ;� \ \\ / I PJ AYEG OLD ' DRIVE \\ kWd-2- �__ \ \ , \ \ \ \ \ v I `\ \ \� \ \ \� \ \ \ 1 -�\ TBRNDA710NS ` � - ��` \\ I I SAN. ESMT BLOCK D, SECT. \� ;\\`�\\\ `.RIM=6o7\ _-- BrkWd4 �'�� \ �\ \ \\ - \ \` \` I i 925 LOT 4 WM�I II LOT 7 / IaV 0 69503� -�-__ RIM 610.99 \ \ \ �\ \ '' \ PG 584 TMP 56D-4 - .\ \ \\ \ V IN=600.84 \ \ l IS TMP 56D-D-7 \ • \ \ \ \ \ WROU IRON FEE 1\ N/F MORR IN OUT=600.64', \ \ \_ \ w MA ED GRA s ti �v o - v \ �v v �v A v v �v / N/F SNEAD �-- \ �: � �\ ��\ \ � \\ � � \ \ �\\ \ \\\\ \\ \ ` \I 1 I `\ I DB 607 PG 34 I � �F_(� 444'55, �- DB 4171 PG 306 , - - _ \ \ INTERN NT �\ \ \ \� V �\ \ `\ �\\ -� 1 ` \ \ 1 1 I \ STREAMS\ \ \ \ ................. \ \ I I I \ \ \ h7 , / A v v - R s57.95 FI ri- BLOCK D, SECT. 2 LOT 6 ' ,�� w� �' ; � � I i vv �`v � � � �T� ` v �� I � v � w � I I v v V v 11 � �r�wd-2-s � TMP 56D D 6 RIM= �s 2s� v ti \ 9.�5' I v w=s48.07 m IF @ 344.34' `� IN=�e� 1 \ Iry our=s47. 7 I N / N/F ROACH / -1 r=602r �i ` E 00 1 DB 2254 PG 508\. LOT 5 4 \ 2�2 j 20'\ A£&A I / I 6 / `\ l TMP 56D-5 ' I SAN--ESMT S D. s25 N/F CLAYTON BLOCK D SECT. 2 �S \ \;, r' P 584/ / ! ,' / l DB 4614 PG 435 LOT 5 �� / / l / /' / / /' / , PAVED D DRIVE I Z TMP 56D-D-5 F @ 244.43' `.� ��V �`� / f /'/l II �/ l' �0 ------------------------------------------------------------------ m �i N/F CARVER v �� //' v vv DB 1360 PG 87 �" ; .�-- / l ' BLOCK D, SECT. / IF @ 44,42' 2 LOT 4 TMP 56D-D-4 ; I \\ -14 \\ ' N/F FISHER ' \ \ ' DRIVE I 1 BLOCK D, SECT. 2 I vv ��I / 1 \ / ` DB 631 PG 497 LOT 3 \�.�� vv \ vv \ i� �FHw ' TMP 56D-D-3/ `Y �� \ \ BrkwdTP -z-7 - - - - - - - N F MAC//Q�UEEN �� BrkWd-24 WIRE FENC INV IN=839, / \RIM=63�26 DB 3777 PG 710 , / V, IN=628.ss �___�---}\ y\ LOT 7 i NV air-rs�sv J ' BLOCK D, SECT. 2 1 ` TMP 56D-7 GRAVEL IF BENT p -x_-- `I (Tp LOT 2 F @ 11� 16 �� N/F PEMBROKE -- TMP 56D-D-2 �� 7 245.93' IF @ 57.58� IF DB 1861 PG 708 ' AT WINSOR ' / DB 4525 PG 5 3 / BLOCK D, SECT. 2 ' LOT 1 TM 6 -D-1 �RFFI/NFBS , l 4760APG 474 AlSi'0 R BLOCK A, SEC . TMP 56D-A-5 / BLOCK A, SECT. 2 ---ROAD N/F RALSTON LOT 4 / ' \ 56`-RI . TREE TBR sDB 4711 PG 692 TMP 56D-A-4 / \ 0/ N/F PITSULKA / op20 _ \ AC 1 / DB 2461 PG 290 r �I I OUT. 64 64 LAU 50' Rpty 18 / ' PAVEVE \ A'T � \ a TREE TBR B s0\ SAN MH-1 INV I RIM=648.74 644.01 INV OUT=635.31 BOUNDARY LINE TABLE Line Direction Length L1 N 30°03'00" W 29.80' L2 N 79°36'31" W 12.77' L3 N 35°23'20" W 36.01' L4 N 14*16'35" W 35.63' L5 N 13°54'31" W 32.33' L6 N 11°31'36" W 16,92' L7 N 49°51'24" E 6.72' L8 N 30`12'54" W 36.71' L9 N 35*02'17" W 26.10' L10 N 26'13'04" E 17.94' L11 N 37°23'16" W 12.82' L12 N 80°54'29" W 13.95' L13 N 27'34'06" W 54,21' L14 N 14`10'37" W 33.39' L15 N 26`39'33" W 25.50' L16 N 52°24'38" E 20.60' -17 N 02°39'30" E 23.49' L18 N 33*19'53" W 30.64' L19 N 07°46'32" E 17.45' L20 N 37°04'25" W 40,27' L21 N 85`07'57" W 16.94' L22 N 21"49'44" W 23.43' L23 N 00°48'07" E 36.94' L24 N 44`26'07" W 22.02' L25 N 40°42'52" W 35.67' L26 N 61`17'45" W 17.53' L27 N 33°16'36" W 29.99' L28 N 33`05'56" W 1.82' CLAUDUIS CROZET PARK 0 rn N N Q I,j J I J > I � W � F Q 0 W J N Q rn 0 r 0 U Ju M.SH tc.1yo. 4 133 A , , A& "-T-tCWAL � N co � N O L Co Co r • • U o Vj c cn c E c E .S O a O O 0 U U a U (o O i ¢ O O O O rCD v a' cn U c W a O O a'a'a'CD CD N -4- N N 1 CD In CO O00 N CD CD N W 0 0 N .40001 Date 11 /01 /2017 Scale 1 "=5V Sheet No. C2 OF 13 File No. 17.014 OPEN SPACE m PARCEL A r 154,351 SF- \ r% SWM FOREST 8t (3.54ACRES) 100' STREANEW TREELINE-m / _ i 1 , M BUFFE� OPEN SPACE 2.37 AC 10' PRIVATE I O SSMH i. J / / DRAINAGE ESMT I I m N mj ESI DUE ----- 5A2- \ ( VARIABLE WIDTH % / \ - - - - - - - 174 E5 m , SWM FACILITY I ' ESMT �J J _ - _ _ - _ J ' BRICK/FRAME ON BASEMENT #5685 m 10' PRIVATE I �` 0 VARIABLE WIDTH DRAINAGE ESMT \ / i / / SWM FACILITY I m \ SSMH _ �% / i /' ESMT EXISTING HOUSE m , _ TO BE REMOVED. I i o FUTURE i FUTURE LOT 1 LOT 4 LOT 2 14,841 SFLOT 5 7 SF LOT 3 LOT b g993 SF 10,368 SF FFE=676.38 S1� 9,790 SF FFE=670.55 B66LD10 592 SF FFE=664.85 BFE=660.55 i RONOA m 'I I$G LOT 7 FFE=658.83 FRONT LOAD FRONT LOAD I 60.0' 11,603 5F FRONT LOAD SLAB IN -GROUND I 40.0' z FFE=653.33 SLAB m I u FRONT LOAD /SLABI- f \ LOT 8 60.0 _ - - - / 11691 SF 40.0' L - - m NEW TRFELMIE'' / PUBLIC / \ LOT 9 CG-9RENTRANCE/ I , BEGIN 6" DRAINAGE f FFE=648.33 6' PLANTING - - ----- _ f 10 938 SF BFE=638.33 L - --- -- -_ W. ESMT --- \ _j STRIP -� - (TYP.) - -- - - - - _ � _ _ _ _ PR POSED ROW 10' LANDSCAPING ' 2 iRBAPER FFE=645.00 FRONT LOAD i , _ - _ _ & SIDEWALK ESMTf z GUTTE g BFE=635.00 _ m FRONT LOAD_- 'PLANTING : PRIVATE AGATHA RIDGE LANE STRIP "NO PARKING" 0 . \ ` / SAN. LAT. ESMT MUTCD R$_3 3f PUC R0� _ _ •' 'J SIGHT _') - 00 25 MPH, ADT = 260 12 0+ 0 _ y \� \� DIS R 7 5- _ x R25.0 �1 20' PUaLIG �LOT 10 - ,� R� 53' tu ESMT 29.0 11100 PC STA DR/{R�iAGE�MT 13,743 SF \1 20' P BLIC PROPOSED ROW /- -` / \ zs.o' C3,)\ - '5 U .SH tc. o. 4 183 CIA FFE=639.90 �� f DRAIN GE�c / i �� 10+00.00 Q - ogJ BFE=629.90 SwM CCESS /-- '� �. OPEN SPACE ��; , 7/ �\ \ FRONT LOAD \ EMT 1A+ / --� ® DRAINAGE ESMT PARCEL A o! / ��``/ \ \ J �L � - �/ 154,351 SF h, �J f `\� -� \ ,� - 10' LANDSCAPING - �- _ _ _ - PROPOSED ROW - R25.6o� / / gh A ` • ' iSIGHT 1ykp0 15+94.70 �i�` _ & ISIDEwACK ESMT - _ y (3.54ACRES) �' % `Q�Pf /> \ �3 \ MUT D R8�3 /DISTANCE STV SIGN -SIGHT WP-2 ESMT MUTC Ri-1 6' PLANTI i 20 SANI A STANCE OVERLAY `'� \ \/ R25.0 20' SANITARY ESMT ( ) _ STRIP MT VARIABLE WIDTH /29.0' \ I SWM FACILITY ESMT 5' LANDS�I G '' / I i ESMT (TYP.) �' ESMT. ��,� I LOT 22 LOT 23 LOT 24 _ V RP STD. 18' DRIVEWAY / �g� m / I 10197 SF cuR6 W. CLAUDUIS CROZET PARK W/ CG-9 R C0�6 ! � ` o j 11188 S F , i STREET SIGN B'GITAPER / • NEW TREELINE I 10 220 5F LOT 25 LOT 26 TO GUTTER / // / �/ � it PLANTING R30.0 ENTRANCE (TYP.) �6 �� % FFE=665.33 1( LOT 11 'STRIP /�E I BFE=655.33 FFE=670.63 FFE=674.83 / R25.0 �/`�' ,T. ESMT cc 12 BFE=665.83 ' / ( 12,630 SF �PT STA. - ` E B FRONT LOAD FFE=660.63 9,804 SF 11,527 SF E W `VARIABLE WIDTH / % FFE=638.83 (� �` 16+38.39 (nP) ; I y' I I LOT 21 FRONT LOAD FRONT LOAD FFE=677.80 FFE=677.00 I f RC C9 ' �1 ` SWM FACILITY ESMT BFE=628.83 I ' yD STB.'STRE SIGN & I NO P KING" 12,266 SF 66.0' FFE=668.80 / �- FRONT LOAD 2a.7' wu 2-1 25 MP SPEED MUTC R8-3 I FFE=659.33 40.0' FRONT LOAD o "NO PARKING" O LI T SIGN , FRONT LOAD I m BFE=649.33 SLAB = MUTCD R8-3 • `, ST PLANTI I I TRIP NTIN FRONT LOAD so.o' I I ( , 5' LANDSCAPING 40.0' oo I 0' AN ITARY I I j' L- 1 , I ESMT. r '/ 10' LANDS PI G ESM (TYP.) I i o - -_- 16 I ROPOSED ROW SWM FOREST & \ /% - - a & S EWALi E MTI. "NO KIN " - - - - - = PROPOSED W ' ' • ' MUT FR8- CEMETERY ESMT. \ m �~ OPEN SPACE ��- I / / --�' I 6' PLANTING : 10' LANDSCAPING GRAVEYARD LIMITS. \ ---- 1 \ / I LOT 14 STRIP NO DISTURBANCE . / \ I PC STA. ' &SIDEWALK ESMT. I I I W ' / WITHIN GRAVEYARD. 2.37AC -- sue. I II 11+13. ! L --J L-----J J-----J ----� 13,546 SF I I "CEMETERY / % LOT 12 I FFE=649.60 I ------------------ ----------- m� ACCESS" SIGN _ _ _ 12,271 SF I I BFE=640.60 ' 290 ' ' ADD N NIF 9N TO I 10' CEMETERY 1 60.0' I FRONT LOAD I I L-_ END OF X. SAN. PIPE o.o' FFE=639.40 ACCESS ESMT. 10' LANDSCAPING BFENT LOAD I I i I - 5 GRAVEL PATH - / I ESMT. NEW TREELINE �\ '� � FRONT LOAD � LOT 13 I _ ---- 1` �\ �`. I o I II I ' •, 2?J`--_-- `\�I 40.0' 013925E 18' 65.5' J FFE=641.10 BFE=631.10 10, W CG-9 20.0' Tw: s47.5-__'TRANC (TYP.)FRONT LOAD & SIDEWALK I 44.0 \ \ \ I I I f 1 II I Ig II 0� •• ', I I \ I `� NEW RETAINING ALL/< MAIINENANFE &VAR1xkE WDTH 1 40.0' �I PROPOSED ROW LOT 20 k�l \ I : 648.5 ACCESS MENT FA ITY ESMTTW SAN9,778 5F BW: 643.0 40.0 FFE=644.20 SEGMENTAL BLOCK ESMT (TYP.) `\`. 1 1 I I II I II fI I I ¢ I SLAB RET. WALL W. 42" E �. - - _ _ _ I 3 I 60.0' ANDRAIL. MAX H=5.5' I I ERMIT7E T STREAM - ```�\ 8 4 \ �` _j "NO PARKING" v i - - ULCM- MUTCD RS-3120' PB I--152.-5' GE EST _ DRAINA _- _ -- - - -- -- .0I I / - - - - - - - - - - - - - 70.0' O 20SANITARY 70.0' 22.0VARIABLE WIDESMT (TYP.) TO 7- - I E BW SWM FACILITY ESMT \ ' - - --- -- W / \ - - ' : 41.5 6/ f \ ` EX. SANITARY ESMT � � � x �, I I 60.0' o.o' LOT 19 ¢� N / I 10 051 SF LOT 15 I , r I I FFEf=64210 .F 40.0' 9,702 5F � ' �I i I I SLAB SEGMENTAt1 BLOC / I / I FFE=639.30 RET. WALL W. 4 " BFE=629.30 I HANDRAIL. MAX H=7. 101PRIVAT E 29.0' DRAINAGE 156 ES TFRONT LOAD 7/ 1 ' PUBLIC 29 0 o T -- D INAGE ESMT f1 ; ---------------------------------------------------------------- VAC 2' SWMFACILITY . • . 10 LAND APINGCESS ESMT ' ` I & SIDEW K ESMT. LOT 18 I / I / / LOT 16 6' PLANTING I - EX. SANITARY I STRIP / R30.0 ` 23. ' 9,853 5F RIVATE I I III / / ESMT I 20' PUBLIC 11535 SF POSED RQ FFE=641.8010DRAIN AGE DRAINAGE & S FFE=639.60 ' I ESMT i : v ACCESS ESMT SLAB I 1 I BFE=629.60 1 , _ 1 / / \ MUTCD 8-3 I� - - - - - - - TW:�47.0 N�L BW_�41.I I \ ` • 149.7' I f •I/' �60.0' I P S } 24.0' I LOT 17 I I II I f / I PROPOSE ROW 3 75 4 'S' 10 751 SF - I - - - - - - - - - 50' Ow oo, ® FF SLAB .30 3s.o'647.0 3 0 / I L J / - - - - - - - CONN TION i I NE RETAINING WALL - - =J E & PC STACCESS `\ . I o _ / SS EASEMENT NEW TREELINE +14.82 MOVA 20' PUBLIC OLLAR I j/ DRAINAGE & SWM ($� - - / X - -172� ----- ACCESS ESMT TP � x_ � � � _ _ - J GRID REINFOR D FIRE / / TP APPARATUS AD & _ PEDESTRIAN CON CTION / EX. SANITARY / ESMT / EMERGENCY / ACCESSWAY / 1 / 1 / / / 1 REMOVABLE / 11 BOLLARDS R25.0 rr R25.0 1 / 40 0 40 80 120 Q Scale: 1 "=40' 501 R AUDI US CT N O 0) (14 N Q W J I J zV) W Qo W J lY N Q 0) 0 a� L � o O c Ln co • c E co • c E 0 U O w o U ct) E O a �, i p U p U .S a a_ \ O ¢ O O 88 Oa co c (D U w CC O O O O Q CV O O 00 CD CDN N N 00001 •• 01 Q Z r� V n Z D 0 � U 0 W LL J V/ Z Q J LL w OW Q J 0 Q I Date 11 /01 /2017 Scale 1 "= 40' Sheet No. C3 OF 13 File No. 17.014 O Fri Z F1 w N W CD � 0 CURRENT ESI DUE � I _ TM P 56- TA2 W VARIABLE WIDTH // /- - - - - - - - - - I M I SWM FACILITY �/' _ DITCH 1— Z ESMT � / J — — — _1—STORY _j �) p I REFER TO WP020170075 BRICK/FRAME o Q d AMENDMENT 1 FOR FULL ON BASEMENT = w �" Z_ BUILD -OUT OF DITCH 1 #5685 m z 10' PRIVATE w DRAINAGE ESMT VARIABLE WIDTH I o SWM FACILITY �i S S M H _ - ' / / // ESMT EXISTING HOUSE i m \ / TO BE REMOVED. gel �p FUTURE FUTURE LOT 1 EASEM 7N ACSA > H P - / LOT 4 w ---- ---- ---- ---- LOT 3 I LOT 2 (n J 5 D E LOT 6 LOT 5 i DB 48 2 PG 56 WI OL j STORM , D '�, - ��v��. LOT 7 o Q o A2 ' / -� I m ST EX. FHDAUTO MET -1 rn U _ �O \ .' I � ACSA SPEC 75 LF CLASS Al ; LOT S I = v RIP RAP. INSTALL SAN. LAT. W/ m EC-3 MATTING I C/0 (TYP.) NEW TRFF,L�PE- 20' PUBLIC \ / . \ LOT 9 UNDER RIP -RAP. DRAINAGE ; \ I ' SWALE FOLLOW LOWTO EX. �' ESMT _ �� 1" OPPER WATER \ SER ICE LATERAL TO o SIN LE METER (TYP.) r= r I �I TCH 6 ,/ \ o� SAN. LAT. W/ y • • EW PRIVATE 3AGATHA RIDGE L, NE o A7 3 HDPE j \ \ C/0 (TYP.) 1SAN. LAT. ESMT I 36' PUBLIC ROW w I 3 U M. 5H tc. 0.4 183 _FOR= _ C2,� '' \ o I I (TYP.) — w L� w5 MPH ADT W 26 w = w — w — 3 8 x6 I = y LOT 10 \� 0 �, w — w l� w TEE w — w 20' PU�11G' \ s�- \ �s CD-1 wl�w o G w w 8: % WL I + DRRAgAGE ESMT ` ` M o_ W w w— w / 9 , 20' PUBLIC E S�OR w - t _ _ w ' +iA'K• gi ` \ ' \ \ f DRAINAGE & 15 NGP $' 0�� w s, - - - 0' PUBLI - - - - - - w — w w w I 400 SWM ACCESS 8"x8" 6" iW - - - - DRAINAGE ESMT FHA 3 m b xb OPEN SPACE ell, ,/ �� i' ` \ ESMT GRM 8'X UGER w - - 8" S R-26 AN. I d PARCEL A �� lz�J� �i \ \ f N°P� S� RE° 8,>x jw �w - 8„ SD = 5A ' O M - - - 20' SANITAR /�VARIABLE WIDTH New 6REO�M G`� CD-1 j 20' SANITARY ESMT (TYP.) SWM FACILITY ESMT y �/ SP ESMT (TYP.) I BOA V.W. ACSA 4 j M�j M -', S0� '2 SAN. LAT. W/ LOT 22 LOT 23 LOT 24 `� WL ESMT I M e ' NEW TREELINE / ' M C/0 (TYP.) E i �� 45' y - '� LOT 25 LOT 26 LOT 11 o M , CIE VA?E � � _ 4�OQ`w w w BEND Ails T. ESMT I L O 1 o c cn E E .E (TYP.) LOT 21 r O °' 0 0 ' VARIABLE WIDTH �� I I j r I � o 'o a- , a;= a o o � ��0w SWM FACILITY ESMT / , 3 3A �1 o 88 6 SA o 0 0 I2A - - 0' ANITARY ESM (TYP.) I — \ o I L v w BMP B .� 3.96 ac DA I / i M -- -- -- -- -- -- 1.25 ac Imp I V.W. AC = o� _� o, CA C14 o 0 N N WL ESMT LOT 14 �_ I 18"DIPWLL N � � 0 0 w w o Q�cvo�n co o cal LOT 12 / 9N m ooNo 0 II / END OF X^.HSAN. PIPE \ -lA I I >� r` co M o NEW TREELINE ' ' LOT 13 5'x10' ACSA x� / I Iof WL ESMT (TYP.) SAN MH S�OR \.y BrkWd-2-4 �8 �i - --E N' I \ — � SD VARII61tE WIDTH LOT 20 I Q ,/ \ _, \. rSWM FACiJ ITY ESMT 20' SANIT�A M_M ' ESMT CD-1 Z 1" COPPER WATER I I SERVICE LATERAL TO I I SINGLE METER (TYP.) I INTERMITTENT STREAM\ _ `�� SAN. LAT. W �� _ �` �� i I INV. 8X SAN H 20' PUBLIC C 0 TYP.) 638.0 rkW -2-8 DRAINAGE ESMT 2C- 12 LF CLASS Al \ �` E RIP -RAP. INSTALL TO - I O o 20' SANITARY EC-3 MATTING \ VARIABLE WIDTH ��\ �W 0 u ESMT (TYP.) 5X _ SWM FACILITY ESMT < O B2 15 HDPE STORM I C) - I UNDER RIP -RAP .\� B1 C) - o / \SAN MH ` ` EX. SANITARY B3 ��L a = ICI BX d-2-5 ESMT d - <o I I n I LOT 19 LOT 15 i SAN. LAT. W/ I I \ I - / \ / C/0 (TYP.) I 10' PRIVATE(/ / 0 V. DRAINAGE / ESMT 5� HDPE STOR o z INV. _ 12 HDPE DRAIN -636.2 1 'PUBLIC 4 CN CN 634.0 D INAGE ESMT __---- II� �12' SWM FACILITY I I I I J S ACCESS ESMT —W I LOT 18 I 1 EX. SANITARY LOT 16 I I �� ESMT c� 20' PUBLIC ACSA o f I I Z � '' WL ESMT 10' PRIVATE DI o / Q �� DRAINAGE & SW I DRAINAGE CONNECT TO \ ' ACCESS ESMT ESMT ' _ / J SANITARY MAIN WITH PIPE SADDLE �M-MMM D3 I 34 LF C SS Al I / W RIP -RAP. INSTALL _ —41 EC-,b MATTING 45' "� f 15' HDPE STORM D W ND R RIP- \ \ \ 21 LF CLASS Al GV BEND �`(` DRIP RAP. INSTALL Ne A I/ " INV. J \ � \ U C-3 MATTING � y FH LOT 17 637.5 CONNECT TO sTQ�� \ o�� 1 C L. / SANITARY MAIN / / / ET / WITH PIPE SADDL `\ , °e SAN. LAT. Date \, W/ C/O( �_ / 11/01/2017 NEW TREELINE 2 — 7X / Scale SAN MI 1 " - 3 0' 20' PUBLIC f- ROOF ozz DRAINAGE & SWM ° X X DRAIN 2-7 u�" — Sheet No. ACCESS ESMT P4� x - - - TP y�p ST 18 SAN MH - - - � 30 0 30 60 90 C 4 OF 13 r -276 _ EMERGENCY Scale: 1 "=30' File No. ACCESSWAY 17.014 i _ - \\ v rn 0\ - ,// o l / / / -- C_UfZ_REN_T ESIDVE �x 28°g o / / - _ _ - TM P 56- �C2 - - - - - \0 \>�� 3:1 U / / / /-' CH 1-STORY AFTER HOUSE IS REMOVED, GRADING IN / _ REFER TO wP020170075 BRICK/FRAME THIS AREA SUBJECT TO VSMP PLAN. jl I y%` / "AMENDMENT 1 FOR FULL i ON BASEMENT FINAL GRADING WILL INCLUDE DITCH - _ 0 -OUT OF DITCH 1� ACROSS FUTURE LOTS 2 & 3. REFER m #5685 TO WP0201700075 AMENDMENT 1 \ y' I 1 / o i---_ / I 0 ��'- / 30_ I I I A I / / i EXISTING HOUR I r`1 J I , / i Cob BE REMOVED. I - - - - - / __BMP A,IJ- /''-,4,30-116 DA Y \ I I I II I I / �� - -' FUTURE LOT 1 0 \ 1.71 ac Imp 284° \ \ I \ 1 I I I // - - - - _ m _- - \ I LOT 4 T - -I-- i x2800 \� - zs \ LOT 5 I o FFE=676.38 LOk �o Z. vII FRONT --- _ D67055 BFE=666.38FFE �FRONT LOAD FFE=664.85BF�660.55 oLOTFFE �, 6588\ FRONT LOAD I vFRONT LOA% SLAB ID -GROUND � I- - - _ SLAPI I /-I 7605 7605 x �-j rn - l \ FFE--53.�3 \ \ I \ / ' I 41 7300 , --- 75 FRONTvLOAE� v v v v 5z x 7 x I x 52 v \ � \ \ \ 16 / 6 n 6 n /T�s7 73s7 LOT 8 / v vvsLA�v v \ vv� v 1/ / I _ 0 ` -- 5 00 rn NEW TyRFF.haNf' t I II / --LOT FFE= /48.33 \ A\ I 29s I 824 BFE738.33 / 5 I I \ I V 0 0 ` 0 z N W Z z ` v w w d z:i w oI 0 I 2 w Z w� N N Q w w r� � V J I J '� - 5;q� I � w 4 w 0 � NQ w FFE=645.00 FRONT LOAD / s \ I I 661 o \ �- .- N BFE=635�,Ofl- , � / \ I � \ - - _ _ = D � � • 34 \ 7�' FRONJ'LOAD � , , / I 9° � � � vv GA HA RID E L NE A7 � .• � � � 0 c2 -_ �- �/� I 43 00 4 / 1 0 v 3s y\PUBI R vvo.�U I.SH I 90 - _ 25 MPI AD - 26 12+00 - - w r tc. P. 4 133 � I �� `13+0 v 1 o I 1� z � -_ _W w -w w w w - - - �`4 4 I I I wv- �wv- rn �- w _ _ w _ _ .e LOT 110 I , I s7 s� 24 , ' CD- R7 3� - �s o \ N P �� w - `J w'\ �� \ Cj 4� , -- - R753' w �28 I 4 / 4 \ 14+ w Iw w 11+00 "i' �PC F� E=649.90 / N 400 / o\,q' o�,' / / / I BFE=6/29.9 I j / I �w I 8 _ y w 10+00 OPEN SPACE / �� Q , /� rRONT LOA� PAKFL A o. i / I / \• v I \ -h / h. J / / I I , I / \� w , \ �I �'� I I k N` PT Sl � V' • rn A \lf�ri / / 1 5+94.i A by 1 o l o o6, \ 6 7 > 6 7 76 7 x I l l' l/ / �/ / // / /�`� I i M� �� ` ; I \ II \ \\ \\ LOT \22 \ LOT 23 \ �\ Lb,T 24�1 \ 5077 °x 00 600 / NEW/TREELINE �' �� i i / / I k��l M zs \ \ /� I Oo o / / / I �h A , • 4 o I,a \ \ BFE=665.33 1 - \ \ - I [ v �OT 25 LOT 26 1 ov LOT 11 / / �� I M I \ BFE=655.3 ICE-670.� \ FF 674.83 o II i V _ v L0� 21 v F =660.63 BF �665.83 p / 8� 0 /3% J 47 rn 5 w/ PT sTA� �� 1 FRONT LOAD - v v / a FROND LOAD - I v X / o . / - I 8,9 0 38 \\ 16+38.3�V A / F E 638.83 �-' , - v v FRO T LOAD vv v `_FFE=677.80� v FFE=677.00 / / /BFE=628.83 1 I I, 3A ' , I II \ \ ss \ `� FF=668.80 `\ RONT LOAD /FRONT LOAD 3850 I ° �`w \ v 3880E FFE=d9.33 I \ v v v FROM LOAD 0 -_ \ \ o SLAB �' / / / I I \: \ ► BFE=649.33 I \ \\ \ \ m FRONT LOAD I v v / v vv » x BMP/B x�00 ( / ° V A\ r� \\ x \ 4 c°r' 47 o 1 l 60 A\ \\ �6� V o sox 18 1 1 7\ \ ' �86 v v v �• / V A �6 �� m / 18i� 3.96 ac DA \ I o x \ \ \ \ \ - - I �� Q \ I 1.25 ac Imp L)aT 14 A g W 07 Am0n4LOT 12 FFE�649.60 \ / 43FE=64�O 60, \ 38_ FRONT LUAU \ / \ ` ' =639.4b TREELIN ` ► - � I �x � 1� � � ` BF 629.40 \ INN 18° \ FRONT�OAD LQT 13 \ \ \ 4 oox I � SAN MH ' a10 6FFE \ ---E2 \ BFE=6-3110 � \ [ \- - \ TW: 647.5 B3 kWd-2 _ ` \30 I \ �.` x28 FRONT L0/A@ \ I 41zo 4287 \ 644.0 4 x\ \ \\ \ NEW RETAINING LL 20 •� \ \ 40 _ 7 I LOT 20 I MAIINENANCE & \ �• 42� / \ \ ACCESS EASEME \ � \\ \4030 W:643.0 43V LOCK�\ I A Q �\ \ SLA� \ R WALL W. 42" 4 \ ANDRAI . MAX H=5�5' w S�REAM - - - �_�_� _ \� �� o\ '42" \ \ 1 SAN MH V I V A 8X rkWd-2-8 - _ A ♦ V A \ 50 - - 1 0 647 I \ 5X - V 1 62 v �� s7 8.6% 400' \ 4 r\ B • 6C \ SAN MH BrkWd72-5 .� I 1 2880 / I I � 7 A \ II A 8LOT1� > \ I I v 3897 LOTH 15 2.9% / /� / r / / FF =4 .10 ) 3897 / / wJ� / / // SEGMENTAL Bt�QCK I I FFE=6 9.30 4 0ETJ WALL W. 2° i I BFE=6 9.30 / i 000 / UDRAIL. MAX H �70' II o o N{ i 80 FRONT OAD // s I B / 28 / 7 LP / 9 40 1 I 4 x4040 4110 / I i / ( I x4110 / so LET 18 / LOT /16 I I vv ` / / \ i \ a 1 f I 40 I I P FFE1 80 FFE=6139.60 I 1 / 3810 \ 10 \\ SLAB BFE='29.60 1 I 836 \400.7 � V A 2:1 I D - I I (• I I N� I 3 90 N 2900 I I I \ 4110 \ \ : 647,0 i ll BW: 6 o \ 1 381z y 852 ° 865 I x 415� 4 00 0 2 D I \ i I _ 37 P S A. I , LOT 17 v �� \ 3 75 4 \ I / \ 64� 91 1C 9 \ o / - - - - 00' a 9�5q 41 FFE'-643.30 \ 647.0 - - - - i ,a \ \ SLAB 4W:643 I / ET \ 01 \ \ 97 A � 43°� I NE �ETAINING WALL PC TA. \ �`O 89s 41 Ro �� I I I ENANCE & / , 1 82 + RD �� 4260 L 7X C SS EASEMENT 2 3060 NEW TREELINE \ A 42 I AO \ 5 38 I r SANB� � `wd-2-7 �I ACCESSWAY / SAN MH/ I \ it TP / CO- / BrkWd42-6 / / 30 0 30 60 90 6�201 / MATCHLINE, THIS SHEET / w l MATCHLINE, THIS SHEE Scale: 1"=30' V L Q co co 0 • E • U o a o o 2 ❑`I' U E O D U a w (!) O i a_ 0 0 88 0 0' a � cn U W o 0 o 0 N -4- N N c V 0 00 Ln 00 M N O O N N .40001 Z r� V Z D 0 � U 0 W L J U Z Q J LL W O W Q J 0 Q X Date 11 /01 /2017 Scale 1 "=3V Sheet No. C5 OF 13 File No. 17.014 GENERAL CONSTRUCTION NOTES FOR STREETS V I I 1. Construction inspection of all proposed roads within the development will be 8. Road plan approval for subdivisions is subject to final subdivision plat validation. made by the County. The contractor must notify the Department of Community Should the final plat for this project expire prior to signing and recordation, Development (296-5832) 48 hours in advance of the start of construction. then approval of these plans shall be null and void. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the 9. All signs or other regulatory devices shall conform with the Virginia Manual for contractor shall have CBR tests performed on the subgrade soil. Three (3) Uniform Traffic Control Devices, the Virginia Supplement, and the Albemarle ' I Count Road Naming and Property Numbering Ordinance and Manual. copies of the test results shall be submitted to the County. An additional three Y 9 P Y 9 /VARIABLE WIDTH I I / /t / / (3) copies of the test results shall be submitted to VDOT prior to placement of 10. Traffic control or other regulatory signs or barricades shall be installed by the SWM FACILITY I /F' / / // I i pavement to ensure adequate design. If a subgrade soil CBR of 6 or greater is developer when, in the opinion of the County Engineer, or designee, they are ESMT \ �J.- I I I not obtainable, a revised pavement design shall be made by the design engineer deemed necessary in order to provide safe and convenient access. / 11. The speed limits to be posted on speed limit signs are 5 mph below the design and submitted with the test results for approval p p p g p g 3. Surface drainage and pipe discharge must be retained within the public speed, or as determined by VDOT for public roads. 9 pp 9 right-of-way or within easements prior to acceptance by the County. All 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the drainage outfall easements are to be extended to a boundary line or a natural subbase material at all cut and fill transitions and grade sag points as shown watercourse. on the road profiles. xW \ 5. Where urban cross sections are installed, all residential driveway entrances shall 13. A video camera inspection is required for all storm sewers and culverts that are -��•/ / / / - / / % \ I j/ I % conform to VDOT CG-9(A, B or C). deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT s video camera inspection procedure and 6. Where rural cross sections are installed, all residential driveway entrances shall p %30' / I 1\ \(\ I \ conform to VDOT standard PE-1. Swith a VDOT or County inspector present. AP A I \ 7. Compliance with the minimum pavement width, shoulder width and ditch 4.30 ac DAe\ Y\ \ , \ sections, as shown on the typical pavement section detail, shall be strictly 1.71 ac Imp \ 28Q° \ adhered to. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes 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 Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1 I 7605 7, x ,- A2 i // -� - - - -' l / \ \V A x x x7541 7x 41 7300 \ _ / / \ 52 I6 n W / 6 6 n /736' 7367 00 �� >o o�i �6 m �v NEW TREELINE I 2I0' Pl)BLIC / ` \ D AINAGE I \�I \ �� \ I _ - - - - - - - - - 1s4 - I i 6 i BE IN 6 MT I 5 1 \ \ _ -3 95- i CU B W. _ _ o \ 2:1 TAPER 6�8 _ - z GUTTE I DITCH 6 GA HA RID E L NE A' / i / C1 - - - C2� -- - �/ V I I II I� �� I 4 °° 4 // -' I ; \\ ANV LAT. M NUTC Rt253MA D = 26 A 12/(- _ 3 /Ell SIGHT +0 "`TERS CTIO rn w - w ow - w I- w J r' R 7 5� _ 3 ESMT 1 I F�lSri a ° I- _w w __ \ / 20' P BLIC 1 I I I , CD- ?0 3� w� w ° io w Q \ J 1 s� s� s/1 � w Iw � � o �� 00 3 INTERSE ION / DRAINAGE MT , /2$ / / I I �o / 4 4 / \ V� 14+ - - - w 0' P B iC \ �w - < w w-��w SITEODIST G E PC A. ' L , E & /�� w �� I - `_ - --- - w 10+00 0 O i / SWM CCESS / k DRAINAGE E • _ 3 ESMT �� w w V `o A -- � A 9s7 PT S7-- "NO A 4.957XHT \M WP- 2/MUT STmP SIGN RI 20' SANITAR TANCE OVERLAY VA ABLE WIDTH/ //2 • / �� M CD-1 I \ \ \ 20' SANITARY 6& ` ESMT (TYP.) I MT �i o / / 9 i // � \ 'I \ V A ESMT (TY�� V A V � I � � \ $ � � � � 6 � 76 � x FACILITY MT ^� i / / l l ERSEC ON V A x6 - � / / � � / / � '� SIT DISTd M� �� • > � I \ \ � \ i �� / / VFW. ��A , I /I o A \\ \\ I \\ 77 7 STD / I 5 / / I \ 1 \ �0 _ i STRUT SIGN BEGIN 6" 6 / yi / i I 1 k001 �M I o \\ '= 1 \ 11 \\ \\ \\ \�� \\ \\ ��4 \��\ I �� 11 CURBAW. CLAUDUIS CROZET PARK o 0 1 \ 1 \ \ V A A A p I I TO GUTTER 1\ 8 \ 3I (0 S'STR I I / RCOL W'TYP.) 4� 63g38 0 PRKI�„ �r E IGN & - 66 A SPEED kQTCD R8-3 8D 2-1 2o o PAR IN 38 F LI T SIGN 1 I V A �0 \ z - MU D R 33 \ ' - 1 I \ \ \ \ INTERSE ON I I �� \ I I \ \ A \ SITE DISTA CE , I 2A \ 373 5z \ 45� 0' nNITAR� °� I I I�i I I _ // \ \ \ \\ 280' LENGTH 1 x V �� v x Est O 47 1 o 1 - s A A v sa 0 of x I BMP B 1$00 (� / / 7io - '� s \ \ \ "NORKIN 1 / I CEMETERY /ESMT. \ \ \\ \ �6 \ m 1 18i� 3.96 ac DA A I o x MUT (�R8- _ \ \ 66 ` > >� v v 1 I 1.25 ac Imp 3907 \ \ W�ESMT g� 4- C STA. 1 I j \ \\ \ \ \ I •• W I \ -_W11+1v3. g� v 3940 V I / I / IV M 1 I _ A? ADD NE H 9N TO - ---- - ----- ---- ----- ----- 38 \ � � � 1 + i f 1 END OF SAN. PIPE - - \ 42 EELIN - 14 'C \ \ \ \ 5'x10' Al SA 1 , - - -_ - - - -- r / - 1 014 \ \ \ \ \ \ \ \ \W1�F'WT (TYP_1 \ \ I \ I 30 0 30 60 90 Scale: 1 "=30' 685 680 675 670 665 660 655 650 645 640 635 630 0 o o00 co �� co +Ii7_ +I� 1110IIIIIIIIIIIIr�LEEE111EEE11I■ ■ • 1 EEEEE0EME1EEEE _ ME �� _ �•I•u� No • //��-- .Lit'-! �� If�►fE'� ■fail •.'t�'J�:f• � Fi�iirill�li�� 7 MEEEEE EE1E1E1EEMEEEEE - � ■�� -�� _ • .MEEEEE.. �., .I,_. .-36' -- AGATHA RIDGE LANE 111�1011111111111 ROW MIs �;►�lI:7117� �■Cif MEE1111E MEE MEE1EEE11 M MEEEEE !wl• MEE MEE1111EEE M �� 1 •1 ■III'UII�L 191:71 ME1EE11E MMEE111E MEE MEEI11111EEE M I�� __ - L-Jr.4 ffi�,.. ME 0 P�� -_ !'ill-� ME1EE11E MMEE111E MEE M I�� •*1 7f s7 , . ��J-1■�■1�� ■ M1 ME1EE11E MMEIEI1E EEEEEEE1 M MEE �!ff i. ■ � i` _ �,i'" _ S 1 • _ [ME-f�3- ; f: ��:1 • _ -__- r, • - ��Tilll■C�� ■�il9, �y .MEE �z ME a I • • • I2EI 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 AGATHA RIDGE LANE PUBLIC ROAD PLAN HORIZ: 1" = 30' VERT: 1'=10' 12+00 11+50 1 1 +00 10+50 10+00 685 680 675 670 665 660 655 650 645 640 635 630 r 0 U M.SH .C. o. 4 133 .9;0 r�+ � N O co c 0 L O co co o rT� V c c o o U E O D U _ r- 0 0 0 �' c a co IJ U W Q �j O O o 0 N - N N O�NOCD op � OCIO M N O CDN N N O O v>r- oornc Q Z r� 0 Z D 0 � U W rLL J VJ Z Q J W W Q J 0 Q I Date 11 /01 /2017 Scale 1 "=30' Sheet No. C6 OF 13 File No. 17.014 660 655 650 645 640 635 630 625 620 30 0 30 60 90 Scale: 1 "=30' 0 �o �o �o � N I.f)N u)N M +I'r)N c0� - ��C]• ..4SilY� M 00 �IM 0 •T. 00 - -�L 90 00 -E . •�1 ��ll:� .. • I;e1�L•� a �Isffl - - a • • Iia]I V7 • ♦ / ROW 1 1 1 HORIZONTAL 1`-10' VERTICAL n ♦. to Co cc - - _ IIII♦- �- III. II. I♦ IIII♦-_ ■-_ III■ •_ II♦ I■ �_�_ ■�_ �dADT=60 �� ■� I LEI 14+00 13+50 13+00 12+50 12+00 11+50 2 AGATHA RIDGE COURT PUBLIC ROAD PLAN C7 HORIZ: 1" = 30' VERT: 1'=10' 660 655 650 645 640 635 630 625 rn 11+00 10+50 10+�0 r U Ju M. 5H tc.i1o. 4 183 aIA LANDSCAPING NOTES: TREE COVER REQUIREMENT (SEC 32.7.9.8): 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. 11.03 ACRES (480,397 SF) = 480,397 SF X .20 = 96,079 SF REQUIRED PROVIDED: 98,000 SF (2.25 AC) OF PRESERVED WOODED AREA (SEE SHEET C3) BONUS STANDARDS OF 5% (13.4.1) 98,000 X .05 = 4,900 SF TOTAL PRESERVED WOODED AREA + BONUS = 102,900 SF + 13,330 SF OF NEW CANOPY AREA PROVIDED (SEE TABLE BELOW) = 111,330 SF CANOPY STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 50' OF ROAD FRONTAGE (ON BOTH SIDES OF ROAD): 998 LFx2/50 = 40 TREES REQUIRED PROVIDED: 40 NEW TREES PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. Caliper of tree must be measured at least 1.5 inches above the ground. 4. Trees within the Sight Distance Easements shall be limbed up to 8' above the ground. 5. Tree species can be substituted with other large shade trees from the Albemarle County approved planting list based on cost and availability. Contractor shall ensure a minimum of 4 separate genus and species trees are selected. Contractor shall notify design engineer before substitutions. PROPOSED LANDSCAPE SCHEDULE Plant M Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height ht g Quantity Height(ft) SF Canopy in 10 Yrs SF • Large Deciduous Tree Gymnociadus dioicus & cvs. Kentucky Coffeetree 1.5" 10 35 570 5700 >`"`' ;'f' .• r w Large Deciduous Tree Ulmus americana cvs. Forge' American Elm 'Valley 1.5„ 10 25 397 3970 °a° Large Deciduous Tree Quercus alba White Oak 1.5" 10 22 243 2430 Large Deciduous Tree Nyssa sylvatica Blackgum Tree 15) 10 19 123 1230 40 Total TOTAL 13330 Trees SF: TREE PLANTING DETAIL q8.)'Not To Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS A DIRECTED BY LANDSCAPE ARCHI MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL —P"ARCFL'A ,_ -sue`' ' --NEW TREELINE� / -' /' - - - o\ ° 100' STREAM BUFFER - / / — ' 1 it J o m CURRENTRE51P/U _ _ a TM P 56-4A2- / r� � � \o / d / 3:1 ° / /-----/------�I - / = I: r I � / - - - FUTURE LOT \\ J/ /7��/ \ \ I i i LOT I/ LOT LOTS— It CU EST nn LOT / \\\ \\ \ ` \\ \ \ \ \\ \ i� f NEW TUF11NE' I • I I I I I \ / —LOT 9 / \ \ / bD cn ` f'/ I I I I � �' I � / / \ � 1 � \ _ I I �,z BEGIN s" 1 2:1CURB TAPER o ��/ �••_ --- ,ti. - -__ ---_ _ •, \\� GUTTE GA]� A R1 E \, I� II.O•D SIG — 5 MPFk AD = 26 T_ w— w—W �-w w -W LOT 10 --_ / I ► I / — --- - \ w rnw ° W W —W I 1y f - CO_, DESMT N - AW W _ — W - - _ ` y 'NO AR�'JG MUT D R / I TANCEM M P SAP SIGN /i \ \ _ \ —M \ \ \ 1 \\ �f — — — ^O - - � S HT WP- /TANCE OVEF , / '• •/ M A f CD-1 , \\ `\ \\ G6 r\ 1\ \ M MT M/'� 1 \ \ \ \ \ \ I \ LOl\\22 \\ LOT 23 \ o �Lb.T 2/� \\ \ \ i STROP STD. SIGN CURIE ��9T 25 ` LOT 26 �2:1 1 \ \ i o I 1 TO G it I I t/s% I A a�' I v�/ `• L0� 21 1 1 vv vv vvv v vv vvv vv vvvv I 0 / R W % 5' L.S/ ESMT I 0 P RKI / rn I \ 0 STA.'STRE IGN & / \ \ s \ I o �2-1 25 SPEED Ml�TCD R8- I I \ \ \ \ \ \ \ \ \ O I I Z\ AR�K R8�- U T SIGN i I , 10' L.S. E MT `� \ \ \\ \\ \ \ I I I "NO PAR / I \ It (ESMT. ' \0L.S. ` Sm I MUT D - ,. \� v I \ , vv v vvv �� DaT 14 '- _ I �{ / ►`v v v vv _ -- \ r- -- - -° ---- - r - ----- ---- c ' II _ to 10' L.S. ESMT LOT 20 1 \ 2:1 C N. NO,BARKING" MUTC R8-3 - - - - - - - WIC I-- ► ► ( I 11, M LOT 1� 1\ LOTj 15 I 2.to M T OD -------------------------------------------------- / LOT 18 ?` \\ 1 LOT/16 i/ r ��i I 10' L. ESMT '> _� i MU€CD k8-3 M SET SHRUB PLUMB. TOP OF -f - \ ROOTBALL SHALL NOT BE MORE / _ �\ �\ / �' (\ \\SOT 17 THAN 1" ABOVE FINISHED GRADE BURLAP FROM TOP ROOTBALL / NEW TREELINE I i RD -� RD WATERING BERM / / — o It SHED GRADE / / / V 2 SHRUB PLANTING DETAIL C 8 Not To Scale / / / ACCESSWAY / I \ 48 \\ 1 / 40 0 40 80 120 � Scale: 1"=40' CLAUDIUS rT 0 U JU M. 5H .C. 1yo. 4 183 .9;0 L O o c (!) E E .c 2- a ISo a r- U 0 O O D U a_ W i o 0 0 V c Q � co W U O O O O N -4-N N O 7- C\l 0 U-) 00 O N CD CDN N N O O > Er Z r� V Z 0 � U O W LL J U Z Q J W W Q J 0 Q I Date 11 /01 /2017 Scale 1 "= 40' Sheet No. C8 OF 13 File No. 17.014 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING I 2 > EDGE OF EXISING PAVEMENT I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -----------------.s I EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11J2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING ROAD AMBRIDfi STANDARDS SHEET f OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 303.02 1 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION `VC= REFERENCE ROAD AND BRIDGE STANDARDS 315 SHEET 1 OF 1 REVISION DATE 106.08 Y-1 05 BARS 0 8" C-C TYP. N5 BARS 0 8" C-C TYP. I I I I I lid I I A I I I I I A 8 TT �` 8 ---- y• IT1 IT- yt J W" DIAMETER T R IIIII I I TT I I I T7 I TTT-..�: PLAN WALLCTHCKNESS VARIES PLAN CLASS A3 CONCRETE CLASS A3 CONCRETE , SECTION A -A SECTION B-B NOTES 1. THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/DR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACIWG OF ADJACENT SAFETY SLABS SHALL BE B'TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENNGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY, 0 5 BARS 0 e" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4D00 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31.;. ,L ;R .,; .,t��, •"•. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT XvD�F TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, PREFFERNCE ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 108.14 i. i TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. �9 v ----------- SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I SHAPE TO CONTOUR I I OF PIPE I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES SHAPING WI MANHOLE AND INLET INVERTS R ACCORDANCE WITH ON DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO BR AIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET I TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e • � a END -SECTION 12" - 60" PIPE -HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END-SECTNON 4x :G I - - E CONCRETE TO 3F LLL JJJ 4p00 PS[ MINIMUM PLAN gIAMETER I C li B OF PPE -;BAR OR STE �1 "(�k TA93C � A ` l F _ PAY LINE sFr.�InN� x-x FNfl >✓1Fw END SECTION DIMENSIONS PIPE DIAMETER A B G D E 12" 4" 2'-0" 2•-0„ 4'-G" 2'•0" 2'-3" 1'-9" 4•-0" 2'•6" 18" y., 2'-3" 1'-9" 4,• , D' 3'-0" 9 24" 9 3'-7" 2'-6" 6'•!" 4'-O" 27" +D 4'-0" 2•-1" 61-1.. 4•-fi" 3 • Q 1" 1.. a '-6" 1•-7 6'-1 � '-D" 33" ,'- 4'- >4 2'-3 T-1 5._611 3 5 e 42., ,._9„ 5._3„ 2,_j1„ 8,_2„ 6,_6„ 48" 2'-O'• 5•-q" 2'-2" B'-2•' T-O„ 54•' 2'-3" 5'-5" 2'-9 8'- 2 T-15" 80" 2'-11" 5'- 3'-3" 8'-3" 8'-O" ALTERNATE END -SECTION 12" - 60" PIPE Es , HU8 END ON OUTLET END•SECTIONS SPIGOT END ON INLET ENO -SECTION `x L PLAN E jx CONCRETE TO BE .J 4000 P51 MINIMUM C � 9 DIAMETER of PIPE _ ��OPe A s1EEL FABRIC REINFORCEMENT _ A 5 + , PAY UNE END VIEW SECTION X-x END SECTION DIMENSIONS PIPE OIAMETER A B C 0 E 12" 4" 2'-0" 4'-1" 15" 6" 2'-3" 3' 18" y„ 2T' R,. .-I" 2 1 31_2., 0. 1.. 6 3 24" t0" T-7" 2'•8" 6'•3" 4'-0" 4'-0" 6'-1 30" I'-0" 4'_s" ,•-r 6'-1 5`-0" 33" .., 4'-19' 3'-3 4" 8'-1 36" I -3" 5'-3" 2'-X) 8 42" "�9" 5'-3" 2' , P 2' 48" 2,.p., 6._0,. 2'-2., e,_2„ 54" 2'•3" 5'- 5 2' 1 1„ � '-4" 60" 2'-fi" 3'-3" 81- 8 -0' PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS 4 IXCEPT THAT 25% OF COARSE AGGREGATE MAY BE PAY LIN E E UP TO 4'1 IN DIAMETER AND CONSIST OF STONE BROKEN BRICK / 1 5i•1 R T R CONCRETE SURFACE 0 BROKEN CONCRETE 0 BROKEN CONC E E BLOCK. THE SU ACE SMO ULDER T F G. NONE I c e NOTES: SHALL BE LEFT SMOOTH BY MEANS 0 HAND POSED. TROWELLING. I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. .' ••4',ry'• • , PIPE LENGTHS SNQWN 4N PLANS ARE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE '- a ' BASED ON ENE) -SECTION DESIGN, SHOWN PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - _ - ON THE LEFT. IF THE CONTRACOR ELECTS INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET T9 USE THE ALTERNATE DESIGN SHOWN ON CONFIGURATION AND FLOW LINES. THE RIGHT, LENGTHS WILL 8E R£DUGED BY SECTION B-B _ cOL vERr _ THE DIFFERENCE IN OIMENSION "D"_ PLAN METHOD OF TREATMENT IN MANHOLES SLOPE DETA{L STANDARD METHOD OF SHAPING SPECIFICATION-F=CFIGATION REFERENCE I+tFERENCr FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-6 11 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION 2" R AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6" .' 7" eo. eo• eo. eo• eos e� D D - - D---D -- 6' T-O" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REF'ORS NCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. CC-9B CG-12 C PERMISSIBLE A WIDTH OF ,CwOMTTRUCTION p512 OCECLS, 8" LONG ENTRANCE 4'IN. IVg WIDTH OF ENTRANCE M(-, ? 4, MIN. LIMITS OF PED. z LIMITS OF PED. az EXISTING OR PROPOSED EXPANSION JOINT ACCESS ROUTE ID o ACCESS ROUTE [N ll rd ^z NON -TRAVERSABLE - I` SIDEWALK OR SIDEWALK SPACE O UNPAVED SPACE UNPAVED SPACE 8' 0�1 10�1 B MAX I B 2 ° z PEDESTRIAN ACCESS ROUTE DETAIL JT EXPANSION JOINT w TRUNSHEET CATED 'DOMES FOR DETAILS ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS A TYPICAL DESIGN z q� I� � w N OF PEDESTRIAN ACCESS ROUTE 14(i EXTEND BEYOND L c� EXISTING OR PROPOSED VDOT RI HT WAY. �2'-,�" J 8'-O" 4'-0" U w 2. CURB INCLUDED IN zq 'P ENTRANCE CUTTER ¢ 12 -1 MAX, 48:1 MAX. • �. . �. . p, BACK OF CURB w 20: 1 ZN •e. .p, .�. p ® 71 PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS m FLOW LINE z UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT o0 0: o'c o SECTION A -A 4' PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A ' �'�' �rYMH-.•� FACILITY THAT CAN BE APPROACHED, ENTERED AND o USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT A xF EXPANSION JOINT ENTRANCE WIDTH TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F -PER DESIRABLE MINIMUM 16' CONSTRUCTION p� ABSOLUTE MINIMUM IT JOINT HP IF PEDESTRIAN ACCESS ROUTES [E ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH ' EDGE OF PAVEMENT IS REQUIRED WITH A MAX. 2% CROSS SLOPE --I •SECTION B-B . M 4. 10'1 MAX> 10 1 MAX C � HALF PLAN °' �• NOTE+ FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4. WHEN USED IN CONJUNCTION WITH STANDARD , p• . p, p CG-3 OR CG-7, THE CURB FACE ON THIS , STANDARD IS TO BE ADJUSTED TO MATCH MOUNTABLE CURB CONFIGURATION. THE oo o�o�o oo A 4' SQUARE LADING N Y AREA OUTSIDE or TRAVELWAY SHALL SC PARABOLIC SECTION E-E ..J �Q BE PROVIDED WITHIN THE MARKED PAV SISPA EK CURVE 3 CROSSWALK AREA N In ]C En NORMAL GUTTER ' x I ® �0 ® __---- ___ _ * x x _ 1• 3.. I� �U 3 U • t;.� ° • �. • c. • n. . p, • �. • c_ • °• a aQ•o (IE OX TO 10X CHANCE I Vf to O 04 .oqo a .'q'o 0.14'4oYo� • •6" •SIZE CLASS A3 (H.E.S.)CONC. �• CROSSWALK cD� C� ADGR. BASE TYPE I 21B ��`` • e• • °• •'e. TYPICAL PLACEMENT OSSWAL� TYPICAL PLACEMENT 12% I 5'-0" ® POINT OF GRADE CHANGE • e. •'b% • o. AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION MAX. SLOPE WITHIN CROSSWALK FOR CURB AND GUTTER ONLY s( 000go:o�os WITHIN CROSSWALK (WITH BUFFER STRIP) FOR SIDEWALK CURB AND GUTTER x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY SECTION D-D THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW SECTION C-C x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND CONSTRUCTION, 6 FEET FOR ALTERATIONS. B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SHEET 2 SPECFICAIM CG-12 DETECTABLE WARNING SURFACE SPECIFICATION VDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS TYPE A (PERPENDICULAR) APPLICATION 502 (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 21 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/13 203.02 DETAIL 1 SECTION A -A SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM (INCHES) CLASS AT CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 CLASS I CLASS II DRY RIPRAP 19 fps 36 IIFTAII 9 SECTION A -A EC-1 NOTES( 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTLE FABRIC TO BE INSTALLED UNDER CLASS A ,I, AND I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MNUMUM LENGTH M TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H IFICATION ERE204 CULVERT OUTLET PROTECTION 245 204 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 414 ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 113.01 GENERAL NOTES: t 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 N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR 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. ,MIN 5 BOOUIRED BARS TH SIDES OF THETO E RAMPEFLOOR, MID -DEPTH OF I,CENTER TO RAMP FLOOR. CENTER MNIMUMALONG 1A CONCRETE COVER 1T/2". 12`7 MAX CON CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE �,�•1110 HYDRANTS, DROP INLETS, ETC. ACCESSIBLL ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5¢ ** AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT ,'t,' , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT )K.Y.' , SAME AS TOP OF CURB 9. TYPI CpANCRETE SIDREWALK IS 4" CCK,$ HE THCE ENTRANC RADIICANNOT TYPE C TRAF I REEFERTTO STANDARD CREQG113, COMMERCIAL EtNITRANCE fFEAVYIATED HE VI �UCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.8" - 2.4" TRUNCATED DOME C-C O O 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O w 0 0 0 0 O O 0 O 0 0 0 0 O O O_ + N U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 N 0 2" �a 0 0 0 0 0 0 0 0 0 O O O O O 0 O Z 501 - 651 OF BASE DIAMETER O O O O O O O O O O O O O O O S TOP DIAM= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4 VARIABLE BASE 6U TER 41MINIMUM. TRUNCATED DOME PAY LIMITS DETAIL DETECTABLE WARNING DETAIL OF 4 SKCMTM CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES Sot VIRGINIA DEPARTMENT OF TRANSPORTATION �33" DIADIA FRAME EITHER COVER A OR 8 MAY BE USED WITH (HAVE. APPROX. WEIGHT COVER 170 LBS. ± _PECFf 4-�N V. 9/O6 201.03 T. COVER A ;10 ❑`CONDITIONS❑❑❑❑ 11 El 11 El 1R P- 0. T. LET TERNG DPTIgNAL ❑❑ ❑ ❑❑ ❑❑❑,/ Rf� ❑ ❑ D - APPROX. WEIGHT B COVER BO CBS_ ± r< wr TOP 22" DIA Aina SECTION A -A ��-f MACHINED T' COVER 5 TRAFFIC --in ❑l ❑ CONDITIONS Ll II 3i" R A (A❑ ❑ (�Sl❑ Q 11 A 171 ❑ a LETTERING ( J i - OP710NA1. I ❑ P'b r•I�❑ El 1! �� ' .f�❑J 0I 9�J' ARPROX. WETGPT �� Ali ❑� a ! p COVER 105 Les- ± TOP Z 2T" DI t� y MAL'HINEO -}•i I •�-i' SECTION A -A sr Eer 4 OF STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/D A I PERMISSIBLE CONST. y 5' MIN. f JOINT L I I A tJ TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" BACK OF CUR 12 :1_48�1MAX 20 = 1 48: 1 SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 s 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE = b Y 3 O 0= 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. 7,1 MAX 12 1 M Y 51 X 2�`1N J 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 SURFACERUUUCE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION w5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C � CONSTRUCTION 5' MIN. JOINT 12:1 MAX ,1L z a 121 MAX Z B 1 2' � 1 B RAMP J- "(SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 ;1 20 v1 48 :1 F-T MIN.�I SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 8 12 5 10 15 6 14 15 Y= a (n (n 0 4 d' = 1 v _ - CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN A 4' SQUARE LANDING A \\ OUTSIDE OF TRAVELWAY NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. �NM CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. PARKING ON ONE SIDE OF STREET ONLY. SEE C4-C7 FOR DETAILS. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. 4. DESIGN TRIPS: 260 ADT NOTES: 1. NO STREET PARKING. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. A ° A Aa 4" - 3,000 PSI CONCRETE e A ea a 0000000000000000 4" - VDOT #21 A BASESTONE O O O O O O O O IIIIIIiII COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION C g Not To Scale 36.0 I ROW 3' CLEAR ZONE VDOT STD. CG-6 3' CLEAR ZONE 29.0' CURB TO CURB CURB AND GUTTER, TYP. 9. 10.0 10.0 5. 6.5 PARKING LANE LANE 5 5. SW SW 2.0% 2.0% 2.0% --- 2.0% 2.0% � 2.0% VDOT STD UD-4 -LANDSCAPING STRIP, TYP. SEE DETAIL 1/C11 (TYP. -4.0" CLASS A-3 CONC. 1.5" SM-9.5A ASPHALT SIDEWALK (TYP.) 2.5" BM-25.0 ASPHALT " VDOT 21A (TYP.) 0" VDOT #21A AGATHA RIDGE LANE & COURT RIGHT-OF-WAY CROSS-SECTION Cg 50.0I ROW 3' CLE ZONE VDOT S . CG-6 3' CLEAR ZONE 24.0' CURB TO CURB CURB AND GUTTER, TYP. 10.0' 10.0' 5. 5 LANE LANE 5 SW SW 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% ANDSCAPING VDOT STD UD-4 STRIP, TYP. SEE DETAIL 1/C11 (TYP.) 4.0" CLASS A-3 CONC. .5" SM-9.5A ASPHALT SIDEWALK (TYP.) 2.5" BM-25.0 ASPHALT .0" VDOT 21A (TYP.) .0" VDOT #21A AGATHA RIDGE COURT R.O.W. ( 3CROSS-SECTION AFTER CUL-DE-SAC 1"=1 50.0 RO 13.0' 14. 2 0' GRID REIN W 19.0, 0' FORCED 2.01 5 I SEED SHOULDER FIRE ACCESS SH ROAD ULDER SOIL STABILIZE a 2.0% 2.0% /--COMPACTED 0% SUBGRADE 2 SURFACE MIN. CBR=6.0 R 3:� SIOpe 3. S/ °Ae 1.0" ENGINEERED INFILL " PRESTO GW30V6 HDPE GEO D. TOPSOIL BLEND PER MFR. SPECS. SECURE SECTIONS W. ATRA KEYS & ANCHORS. FILL VOIDS W. ENGINEERED ENHANCED HIGH STRENGT INFILL & TOPSOIL BLEND PER MFR. WOVEN GEOTEXTILE AS SPECS. COMPACT INFILL TO 95% RECOMMENDED/FURNISHED STANDARD PROCTOR. CONTACT BY MANUFACTURER PRESTO GEOSYSTEMS WITH ANY QUESTIONS. EMERGENCY ACCESS FIRE APPARATUS ROAD 1-4 .lU M. 5H te. o. 4 133 CIA s kWALL 0 0 Fz L C C O o r� • • U O ti--• C V) E E .� d _0 a O O C '0 O U . . 88 C r ` co iT W U O O - - - O O N � � N N Q 00 R(C:D::, 1C.D IM N oorn" 4 IN AGATHA RIDGE CT. & JAMESTOWN RD 50' R.O.W. Cg 1"=10' �� Notes: 1. This evaluation is copyrighted and is bored on the use of Genuine Geoweb manufactured by Presto Products Co- All rights reserved. Any use of this evaluation for any geocell product other than that manufactured by Presto is strictly prohibited �GEOSYSTEMS and makes this evaluation invalid- 2. Geoweb infill shall be per Presto guidelines consisting of 213 crushed aggregate and 1/3 tapsoil mix, Aggregate (0.375" to 1") with ❑ 050 of 0.5" and provide 30% void space when compacted. 3_ Provide an enhanced woven geotextite separation layer and install per Manufacturer recommendations including Overlaps based �J Based on the evaluation, the following materials are recommended for the Geoweb app)[cation at the on sub grade CBR. Slit tope woven geotextile shall NOT be used, f/- s te. We assumed a heavferaxie loading t0 accaurrt for construction traffic on the road. 4 The Geoweb panels shall be connected with ATRA keys at each interleaf and end to end Connection. 5, Provide ATRA Anchors to keep panels open for infill as required. 6, Limit the drop of infill to prevent panel distortion. /R 1. Prepare sub grade to a minimum CBR of 6.0%_ U 2. Provide an enhanced woven geotextile separation layer on top of the sub grade and install in GEOWEB GW30V6 PANELS. accordance with Manufacturer Instructions inducting oveftaps based on sub grade CBR_ SIR tape 1 IN WEAR SEE NOTE 2 woven e0textiles shall NOT be used due to drainage limitations. SURFACE 9 9 3. Presto Geoweb GW317V6 [6 -inch] panels filled with Engineered FHA. ,; } 1 > 4. Engineered infill shall be a mix of topsail and aggregate having a homogeneous mixture of a clear crushed aggregate having an AASHTO #5 orsfrniiar designation blended with puWerized topsoU and a rninfrrlum 30% VOICE space for air aniVor water. The aggregate portion shall have a particle ran from 0.375 to 1.0 inches 9.5 to 25 min with a D of 0.5 aches 13 min .The pulverized PREPARE SUB GRADE B 6 topsoil fan shall equal 25% of the tots{ Volume. The t soli shaft be blended with the O AP C R P � q � E TE:C ICE C 0 T aggregate to produce a homogeneous mixture. Once placed, the engineered fill shall be SEE NOTE 3 4 7 compacted to a 95 %Standard Proctor. 5. Conned the Geoweb sections with ATRAOD Keys at each fntedear and end to end connection. 6. Pre -shape the Geoweb panels before infill placement_ 7. Limit the drop of infill into the Geoweb panels to prevent distortion. 0 8. Provide T- Inch wear surface of engineered fill. ATRA® STAKE CLIP ♦J For additional Load Support Resources, click here: �./ Load Support Design Engineering Resource Package ? N0. 4 (") BAR PRESTOAPRODUCTS CO O W 6N �� SWR If you have any questions or need any additional information, please call. �51 m CISYSTEM PR19763 - CROZEf COURT r+ J Sincerely, GEOWE6 LOAD SUPPORT ATRA ANCHOR ATRA KEY 1-AT�.•we,emora..xowcar ,. Bryan Wedn, P.E. C Chief Design Engineer G Presto Geosystems EMERGENCY ACCESS GEOWEB NOTES & DETAILS NOT TO SCALE TYP. CG-6 6" CURB 2.1 TURNDOWN A a SLOPE TO FLUSH WITH PAVEMENT a ° e a � C A p V OQ A A a d a CG-6 CURB TAPER SECTION DETAIL Not To Scale W 0 m Q J O Date 11 /01 /2017 Scale 1 "= 30' Sheet No. C9 OF 13 File No. 17.014 DOD 680 675 670 665 660 655 DOD 680 675 670 665 660 655 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 w a w N 0 0 50 0 50 100 150 N Scale: 1 "=50' ' b TATE RTC' 12 4 — — — i 0' RONf, 21' o �— ao ' 7' — OHE 0 E OHE OHE OHE OHE OHE OHE OHE OHE, OH o , _ 'OF1�F OH W,� OHE / OHE 1 Ig I (a:� 1 AGATHA RIDGE LN-PARK RD INTERSECTION SIGHT DISTANCE SCALE: 1 "=50' HORIZONTAL, 1 "=10' VERTICAL 680 675 670 665 660 655 650 645 640 635 63 680 675 670 665 660 655 650 645 640 635 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5030 ('2�AGATHA RIDGE CT-AGATHA RIDGE LN INT. SIGHT DISTANCE SCALE: 1"=50' HORIZONTAL, 1"=10' VERTICAL /ax 50 0 50 100 150 Scale: 1 "=50' + 1 u JU M. 5H tc. No. 4 133 CIA ivSkWAL �- 111-111„. 111111111 1 111111111111111 I1' 1- CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL \\\ 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B TD-11 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 2'-0" RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 4 16" MAX if MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING - SEWER. A FILLETED INVERT FOR A SMOOTH d ° < a� 12' TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 2MIEW SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 1 3611MIN LARGER THAN 5" IN ANY F DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 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 NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 nG E \ E �rn E u) CO n 00 u UJ 0 � E Ld m Of OW 00OU Y Ew UIE E Y �a U ELn -a �W .JU W m v� w 0 0 a E m E ¢Y O E Ei EL 0 C� 0-< MW �/Y(Q� F N E w N" N ao W w¢ uow W u) ij0 `a o E - �LLJO (5W E �z E �D E E N J n m v\O N U u r)J N E \o zO E n _Om O O Z a O E �E P: \E \E o f a E 0 E W rn - [D 'IN N - 't rn Na^ C\ Mu W N N N u LL O Ot � TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 L�j J z I 12"Ail y 1 I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE Lj CONNECTION BOOT " D INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN 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 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0'0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10, + 10'f 5 10, 5' WATER SEWER 3 � 0 0 LOCATION ❑F OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH D; 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 TD-1 NTS FIG. S-I-B ISHED GRADE I AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE I 1 _ I -III III -III I I -III- �� I ` BRICK SUPPORTS OR SOLID CEMENT BLOCKS .j ov CRUSHED STONE -TYPE "K" SOFT COPPER ATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED 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 THE MANHOLE CONE. AIR RELEASE VALVE (ARV) PLACE 5' GALVANIZED "WITNESS a,_"'T J417H CAPPED ENDS PAINTED BLUE IN REI.fi-717 .=.''E c1� AS DIRECTED, MARKER LOCATION MA'I -E E':T TO HIGHWAY DEPARTMENT APPRDVAL FINISHED IRAOE -1 T-ILE T -FFI; -TEI' -L:E HO LII z Li N M.J, GATE '•«L E i WATE LINE 2500 P.S.I. ONCRETE Alr, f'x J' 3EARING ,4F'E= THRUST BLOCK Q. d NTS FIG. W-9 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. BEND L H T L I H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2,00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 1 0.10 90 3.66 3,16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.56 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1.83 2.33 2.841 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES r1;)TE I'•; REMOTE AREAS, VALVE BOXES SHALL EXTEND $IX (61 INCHES Ab"-,E aRADF_ SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. T r ICAL SATE VALVE 4 ALL THRUST B OCKS.CONSULTING INEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF NTS FIG- W-5 TD-9 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B 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 6" 8" s' 8" MIN. MIN. - _ MIN MIN. #68 STONE \_ O F;- = GRANULAR FILL AS APPROVED BY ACSA ABLE SOIL CO) ROCKS 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 TD-2 UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD ROD VALVE J NTS FIG. W-3 TD-3 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED solL (rrP) -WATER MAIN 24" MIN ""'�"'•" UNDISTURBED EARTH) PLAN 1P fsT1 -CLASS A-3 CONCRETE MIN 18" ELEVATION UNDISTURBED EARTH SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 Top View v a • 6" MINIMUM 4' MINIMUM n a' v 4" MINIMUM d d.v 4 . .a . v d NOTE: RESTRAINED JOINT FITTINGS. Side View P --- 42"Minimum v rtificationof 95%mpaction required 4-",, I IA n 4 Galvanized Steel Beam, r1j W12 x 14 (min. size) 3' min. penetration into undisturbed 45' soil , or as approved by theACSA. =-LI I=-II_=1II 111�11111�1=1I l l�ll.l TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B 4" DIAMETEI AND VALVE WATER TD-5 IN— I1\ 114"u ON-LINE (TYPE "B") J. PLUG VARIES THREADED COUPLING PVC SLEEVE _ BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK 'c' METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE 2" THREADED TAP WATER MAIN AND VALVE ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FINISHED GRADE IT1=f fT=1� 1=1T fT=T1 T=1TI=-f fT=T1 T=1TI=7 fT= TRENCH d/REDUCER 11 _P. a -4--2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - 9 - - UNDISTURBED SOIL 8 18" MN. 4-- PROFILE VIEW UNDISTURBED SOIL - EDGE - - - OF TRENCH- - 24' MN. - - - - - - - - - - - - - - - Aa REDUCER g' MN. e . A./ c� 4" da 2500 P.S.I. CONCRETE THRUST BLOCK--► MN. - - - - - - - - - - - - -.--:1721 UNDISTURBED SOIL - EDGE - OF TRENCH b ° MN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" ALVE BOX 7 CU. FT. #68 STONE 42"MIN .". 6" GATE • • VALVE E X 6„ TEE 2500 P.S.I. CONCRETE ,•1., : ! BASE AND THRUST �r.'�,'T•. BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 i UJU M.SH tC. o. 4 133 CIA i"SkW r,4NPH , 3l4' HALE PIPE NURUV O OR hPPROYM YF35 EQUAL I" TYPE 'K' SOFT COPPER FlIR USE ON ATTACHEC SNDLE FAMILY RESIDENTIAL $P%IrE6 9H pL+AL RENX-r TIAL AND II�FAG/ITIR'1 _"%iCES r TEE - Nom X NG SWEATED F1TnN2S = S 2 DUAL SERVICE R 1` irOMPRES9ON , V4' rAiLF + I-E CLl1Pum DR &PkGa ED EDUAL I" TY1'E 'K SCIFT COPPER 4 F E El- HE LE F-. IL, •-E I E n L E I E +HE E= I -Ti - - r.'ETE I I E SINGLE SERVICE NOTE 1) SADDLES SHALL RE 140 {N PV: PIPE F-EA-ST IRON uG Flrd91E GRADE 12'-IS" L5::K'A1R LIETER 0AW vAL I 909 SIVLET k T r Sa' AlIN WTLEi''' 1 C9PPFRMTTER 4/0 REND :*[PUNU LCRRPtikaTlaN 5it1P $dND DR 3U$T JNDE..R Rax Iwa SETTER [2-INCH WNNIH rnau:Ess] ;.':{*:''Ai.r" .'.,(v�r M1�T. ICK As NECESSAR T 4' gAVE7R GRAN PPE 12" t '..; ,�; •'.; 5. LONG 5NIiE PDCI{Ei, WDDT Y`' SPECS ARS Nn. 9Y A4p,ELiATE WEQ ... ,... x.., ...;-. N,�.:,.�•.:..., TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG- W-SA TD-10 COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 685 680 675 670 665 660 655 650 645 640 635 630 625 620 615 610 605 600 595 p0 IN III IIII MINE�Iw -: C IN IN F_3 • p111111111IMM .. III r. 1111111111�m 1111111111MINIIIIIIIIINU - p AA\PLO twi Ir. . w IP_4 ■■■ IMS_ �`ry o �_ - ■■■ rn IIIIIIIII o . p _ fo FLU p IIIIIIIII IIIIIII SIMON LMI'ilr1 Ili III IIIIIIIII IIII MISS wII■■■ SIR1 �/ • _ 0 IN III IIIIIIIII IIIIIII WON Lei IN p © iWP�.= ��/�! S tiff E� INIII— _ wt� n��"i�2� 110 . IN H • �. �•�IN - IN l�J ' il�f■■■ =�� . " . . 1111101� III IN IN III IN .irdlIMM... - �•7■■ - �■■ - w.■. _� -IN ■■■ .!—ONES= MIIIIII IIIIIII . ■■E�•- `J_ MINION . . "- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 2 SANITARY SEWER PROFILE: 4X-7X C12 HORIZ: 1" = 30' VERT: 1'=10' 13+50 680 675 670 665 660 655 650 645 640 635 630 16+00 365 360 355 350 345 340 335 330 325 320 315 310 305 16+00 16+50 17+00 17+50 18+00 1 SANITARY SEWER PROFILE: 4X-6A C12 HORIZ: 1" = 30' VERT: 1'=10' 6X 650 645 640 635 630 625 r al 685 680 675 670 665 660 655 650 645 640 635 630 625 620 615 610 605 600 ,if 18+50 Ip - .. pn ■ - p �■� - ■■■M ■7�� .s•� •. ■■■-//aG■'ie7�-fiMIN w Ls7 ■ IIIIIMIIIIIIIIII ■ IV � 650 645 640 635 630 625 10+50 11+00 11+50 12+00 12+50 3 SANITARY SEWER PROFILE: 6X-2C C12 HORIZ: 1" = 30' VERT: 1'=10' 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 4 SANITARY SEWER PROFILE: 7X-9X C12 HORIZ: 1" = 30' VERT: 1'=10' r uJU M.SH tc. Iyo. 4 133 aIA i"SICWAL 685 680 675 670 665 660 655 650 645 640 635 630 21 +5� 660 655 650 645 640 635 630 625 620 615 675 670 665 660 655 650 645 640 635 630 625 620 615 645 640 635 630 625 620 615 610 STORM SEWER PROFILE: Al-A7 HORIZ: 1" = 30' VERT: 1' B3 ' �B4� �B5� II:i�7�T143 :- MINN IIIIIIII IIIIIIII,- I11� -111111111111I- �� FAN 1111111110 MINION smmmmm= Cam• •E7 -�� 10+00 10+50 11+00 11+50 12+00 3 STORM SEWER PROFILE: 131-135 C13 HORIZ: 1" = 30' VERT: 1'=10' 645 640 635 630 625 620 615 12+5010 man �i y�� a i man MINI: 1 INNIS IN �is.7 •-� --�� INNIS NMI Imo_ - INNIS 11111111 11:1• i0 INNIS 7 INNIS INNIS INNIS INNIS 0+00 10+50 11+00 11+50 12+00 5 STORM SEWER PROFILE: D1-D4 630 625 620 615 610 605 600 C13 HORIZ: 1" = 30' VERT: 1'=10 E1 E2 �� _ffl- _ IIIIIIII III Emil NINE NINE�� d MINN MINNMINN MINN MINN I ly11111111110 NINON 10+00 0 10+50 11+00 11+50 6 BIOFILTER B OUTLET PROFILE: Et-E3 HORIZ: 1" = 30' VERT: 1'=10' 630 625 620 615 610 605 600 12+50 13+00 645 - 645 640 Z 2-: 640 635 635 MIN. 12" RATION 630 630 0 N 625 `6INV-628.28�, 625 620 10+00 Z 10+5V0 CULVERT F PROFILE C13 HORIZ: 1" = 30' VERT: 1'=10' 13+50 660 655 650 645 640 635 630 625 620 14+0015 640 635 630 625 620 615 610 605 600 NOTE: BMP'S MUST BE INSTALLED ONLY AFTER ALL UP -GRADIENT GRADING HAS BEEN COMPLETED AND 675 AFTER PRELIMINARY STABILIZATION ACHIEVED NOTE: CONCRETE INLET SHAPING (IS-1) REQUIRED ON 670 ALL STRUCTURES WITH A 4' OR GREATER DROP AND SAFETY SLABS (SL-1) ON ALL STRUCTURES TALLER 665 THAN 12'. SEE SHEET C9 FOR DETAILS. 660 655 A3 A3 655 650 650 645 645 640 640 635 635 630 630 625 625 620 620 655 650 645 640 635 630 625 10+00 10+50 11+0' 0f 15 MINN - �7 MINN- � �r � E7� ��1i ► � ::� �J�11i6Ii�� IV" 0TRY' es1' II Lam'- ...• .I�]1�i�'■Ial�� 1 1111111111110 .. �a i� STORM SEWER PROFILE: A3-A3A HORIZ: 1" = 30' VERT: 1'=10' IUtou IItUU I1t5U IZtUU IZtnu 4 BIOFILTER A OUTLET PROFILE: C1-C3 HORIZ: 1" = 30' VERT: 1'=10 TYPICAL DITCH SECTION ^+rench Jing 6" Ditch Sections Ditch Lining Channel 10-Yr Flow 10-Yr Flow Channel l Channel Side Depth p (cfs) Depth Width Slope EC-3 1 Matting 1.0 1.45 0.34 6 3:1 EC-2 2 Matting 1.0 2.65 0.50 6 3:1 EC-2 3 Matting 1.0 6.37 0.89 6 3:1 EC-2 4 Matting 1.0 2.29 0.44 8 4:1 EC-3 5 Matting 1.0 20.26 0.92 8 4:1 Class Al 6 Rip -Rap 1.0 3.72 0.51 8 4:1 NOTE: Ditch 6 shall be lined with 9" depth of Class Al rip -rap. Place rip -rap over EC-3 matting. 3 TYPICAL DITCH DETAILS Not To Scale h IM 640 635 630 625 620 615 610 605 PIPE OUTLET CONDITIONS A ANhA W111i NU Llhl"IINEV CHANNEL L a 0% - d SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. J 0 U JU M. 5H 1G. o. 4 183 47 , CIA `-T-tCWA'r• _ �I ado (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL Pipe Outfall Q10 (Cfs) La (ft) Do (ft) 3Do (ft) d5o (in) depth (in) Outlet Condition Al 9.78 9.0 1.25 3.75 6.0 9.0 Flat 131 8.69 12.0 1.25 3.75 6.0 9.0 Channel C1 3.72 6.0 1.50 4.50 6.0 9.0 Channel D1 15.10 9.0 1.50 4.50 9.0 14.0 Channel E1 3.05 12.0 1.50 4.50 6.0 9.0 Channel F 6.37 6.0 1.50 4.50 6.0 9.0 Channel NOTE: "La" for C1, D1 & F only lists the required flat portion of rip -rap. Provide remaining sloped rip -rap as shown in plan/profile. OUTLET PROTECTION TABLE OP Not To Scale