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Home My WebLink AboutSUB201400166 Plan - Approved 2015-12-01GENERAL NOTES - OWNER: FOOTHILL CROSSING INC FRONT.• 25' 321 E MAIN S, SUITE 201 . SIDE: 15 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. CURB & GUTTER 455 SECOND STREET SE, SUITE 400 LlC KINGHOLE CREEK WATER SUPPLY WATERSHED CHARLOTTESVILLE, VA 22902 TOPO &SURVEY ATTN. ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 8 200 GARRETT ST, SUITE K DA TUM: CHARLOTTESVILLE, VA 22902 EXISTING VEGETA TION: (434)293-3719 PRE-APPLICA TION NO LIGH77NG IS PROPOSED CONFERENCE. • OCTOBER 17, 2011 TAX MAP NO.: 056KO-00-00-00OA0, 056KO-00-00-00OA1, 056KO-00-00-07100, 056KO-00-00-07000, PHASING: 056KO-00-00-06900, 056KO-00-00-06800, 056KO-00-00-00800, 056KO-00-00-00700, g 056KO-00-00-00600, 056KO-00- 00- 00500, 056KO- 00- 00- 00400, 056KO-00- 00-00300, BUILDING SITES: 056KO-00-00-00200, 056KO-00-00-00100, 056KO-00-00-07200, 056KO-00-00-07300, CURB & GUTTER — — CLEARING LIMITS 056KO-00-00-07400, 056KO-00-00-07500, 05600-00-00-05300 TOTAL PROJECT AREA: 92.40 AC. BURIAL SITES. NOTE_.- TOTAL PROJECT AREA INCLUDES PHASE 1 (16 LOTS) OF FOOTHILLS CROSSING, WHICH HAS BEEN STREAM BUFFERS: CONSTRUCTED, SUBDIVISION PLAT 2008-239, DB 3794, PG. 4-14. IT ALSO INCLUDES THE APPROVED = o s PHASE 11 AND 1/l PLANS (37 LOTS), APPROVED UNDER SUBDIVISION PLAT 2012-57. THE REMAINING RETAINING WALLS: PHASES FROM THE ORIGINAL ROAD PLANS (WPO -2007-0044) HAVE BEEN RE -DESIGNED. IT ALSO IMPERVIOUS AREAS INCLUDES 253 AC FROM TAX MAP 56-53 AS PART OF A BOUNDARY LINE ADJUSTMENT. THIS ROAD PHASES IV & V PLAN INCLUDES PHASES IV & V (33 LOTS). THE PROJECT AREA OF PHASE I-V IS 76.93 AC. ZONING: R-1 RESIDENTIAL, CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS ARE BEING IMPLEMENTED. DENS/ TY- ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT- 0.97 DU/AC \TAL: + 109 DENSITY BONUS FOR PRESERVING 207 OR MORE WOODED AREAS STORMWA TER MANAGEMENT AND EROSION AND SEDIMENT CONTROL PROPOSED WITH THIS PLAN +57 DENSITY BONUS FOR STREET TREES z - - 0.97 x (1.15) 1.12 DUA PROPOSED DENSITY.• O 0 U, `" EXISTING LOTS: 53 (PHASES 1, il, Ill) w PROPOSED LOTS. • 33 w tn TOTAL: 86 w PROPOSED DENSI TY 86 UNI TS/ 76.93 AC. = 1. 11 8 DU/AC. 17 UNITS PROPOSED PHASE IV U) 16 UNITS PROPOSED PHASE V > 33 TOTAL UNITS PROPOSED WITH THIS SITE PLAN (PHASES IV & V ONLY) OPEN SPACE.• OPEN SPACE PLATTED WITH PHASE 1 = 2.764 AC OPEN SPACE PLATTED WITH PHASE 2 = 11.324 AC OPEN SPACE PLATTED WITH PHASE 3 = 0.00 AC OPEN SPACE PROPOSED WITH PHASE 4 = 2.776 AC OPEN SPACE PROPOSED WITH PHASE 5 = 7 .923 AC TOTAL OPEN SPACE PHASE I-V = 24.787 AC 24.787 AC / 76.93 AC (PHASES 1-5) - 32.29 OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. E S ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THEOMMON C USE OF LOT OWNERS IN THE SUBDIVISION. WOODLAND PRESERVA TION: WOODLAND PRESERVATION PLATTE WITH D H PHASE 1, 2, & 3 - 9.897 AC WOODLAND PRESERVATION PROPOSED WITH PHASE4&5 = 5.551 TOTAL PROPOSED (PH I-V) = 15.45 AC TOTAL REQUIRED (PH I-V) = 207 x 76.93 ac. = (15.382 AC) BUILDING HEIGHTS. • MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET SETBACKS: FRONT.• 25' COVER SHEET SIDE: 15 EXISTING CONDITIONS REAR: 20' SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: LlC KINGHOLE CREEK WATER SUPPLY WATERSHED AGRl ULTURAL FORESTAL DISTRICTNONE TOPO &SURVEY D D Y A COMBINATION OF ROUDABUSH ALE AND ASSOCIATES AND LOUISA TOPOGRAPHY PROM E B COMB NA ION G AERIAL 7 BOUNDARY LINE INFORMATION IS PRO DED Y ROUDABU SURVEYS INC. JANUARY 2007. THE BOU V1 B SH GALE 8 AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING MARCH 2014. DA TUM: NAD 83 EXISTING VEGETA TION: PARTIALLY WOODED LIGHTING: NO LIGH77NG IS PROPOSED PARKING: STREETS LESS THAN 36' FIC -FIC (LEON LANE & TRINITY WAY) SHALL HAVE ONE SIDE MARKED NO U PARKING PHASING: 6 PHASES TOTAL (NOTE -PHASES I, ll, 111 ALREADY CONSTRUCTED AND PLATTED) g THIS PLAN PROPOSES TO BUILD PHASES IV AND V ONLY BUILDING SITES: PARCELS 33-63 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION CURB & GUTTER — — CLEARING LIMITS 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. U) PARCELS 33-63 ARE EACH ASSIGNED ONE (1) DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE = o s COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED ' IMPERVIOUS AREAS 0 PHASES IV & V ROADS. • 1.50 AC - SIDEWALKS: 0.41 AC a BUILDINGS/DRIVEWAYS.• 1.23 AC \TAL: _ 3.14 AC STORMWA TER MANAGEMENT AND EROSION AND SEDIMENT CONTROL PROPOSED WITH THIS PLAN NOTES. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51OOJCO235D, 5100JCO245D & 5100JCO229D ADOPTED FEBRUARY 4, 2005. 4) ALL EASEMENTS ARE TO BE CENTERED ON THE AS—BUILT LOCA77ONS FOR WATER AND SEWER U77LI77ES 5) WA TER AND SEWER EASEMENTS WILL NOT BE DEDICA TED TO PUBLIC USE. 6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WIN VDOT AND ALBEMARLE COUNTY STANDARDS. `i w . _4 S161-(1- 11111L L O -. PH.�. 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I / fi.f/, / a C'�fJ/'r h�! !�{/; t e V t ' I" -s! } i ( \ ,-` --'_'r':�!yj�.i\;\t\t` t }! \ \:�\ �!'. f l i 1 1 ' , / `_ oswaao aarsAol�~"^ �` /' /" "" ' / ' /",j �,i/'sir i V',''_ .\ \ \ i f 1•"_, C; t "___. / 'i!' t '/ . / - _ - >.ICRu+ a+ aacRsFicuc ` - ,; _ . `1 j _ _ :, \ I / %. ``/ ` / 1~ \ / \ S: tt J/ `\-_ / !, -_ --... ---385m0ACR89 I, 1.\ `-,.,.�` / ' \ ,i' S ; -�'{ i / t •� / "_' , I,\ \ %. - " zTu "-i aeama"rt�c ` ♦ - ,r/ , - A ,/ ✓ �// \ L, , // / - { l i;�/;• � � J "= i'/' `. \ '- - :r%te% - ` SHEET LAYOUT SCALE: 1" = 300' MAY 23, 2014 0 t WORM 8 I Im w VICINITY MRP SCALE: 1" = 2000' LEGEND APPROVED by the Albemarle County Community evelopment Department Date / 0 File Q 14 �LT 0 6e? r� SCOTT R. COLLINS'Z U No. 35791 ,ti It 11%1 `1, ��4 ,�,,, -101VAL E�� z 0 L a w U LU 0 z 0 Ln > LU U) 0 M Pq LAJ ce _ _ _ _ _ _ =� EXISTING CULVERT EARTH DITCH ;sheet Number u ber Sheet Title 1 COVER SHEET z EXISTING CONDITIONS 3 PHASE IV & PHASE V SUBDIVISION LAYOUT 4 PHASE IV & PHASE V UTILITY PLAN z z 6 CUL VERT DRI VE WA Y CUL VERT 7 z 8 w 2: w 2: "' 2: DROP lNL ET & STRUCTURE N0. _o. BENCH MARK DRAINAGE AREA PLAN 0 �-1 f - J U U U ` CURB 14 H I L Q U g w I U) CURB & GUTTER — — CLEARING LIMITS U) m z _ z SJs VDOT STANDARD STOP SIN PROPOSED PAVEMENT G ENT = o s 0 Z 0 cl� 0 oc 0 0 z3 Q ( � V - � a a a --------200-------- — EXIS77N G CONTOUR EC 3A DITCH JA] V z 0 //•�• BJ O 0 U, `" w P-, w tn w P w v DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR U) > > > 6 J '� z � � � . EC -2 DiTCH 240.55 PROPOSED SPOT ELEVATION ®� o z W - f TBC DENOTES TOP/BACK OF CURB ..� w q 6 DEPTH OF EC -2 DITCH T11B DENOTES TOP OF BOX 0 Q) ROAD PLAN SHEET LIST ;sheet Number u ber Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 PHASE IV & PHASE V SUBDIVISION LAYOUT 4 PHASE IV & PHASE V UTILITY PLAN 5 PHASE IV &PHASE V GRADING PLAN &V O ERLOT GRADING PLAN 6 SITE UTILITY DETAILS 7 ROAD NOTES & DETAILS 8 ROAD & WATERLINE PROFILES 9 SANITARY SEWER PROFILES 10 DRAINAGE AREA PLAN 11 DRAINAGE PROFILES 12 DRAINAGE CALCULATIONS 13 LANDSCAPING PLAN 14 LANDSCAPING DETAILS e • TOTAL SHEETS 14 Irm- Q a w OO Y / 0 /Ml� t// N z 0 "It 41�0 ,Q M - ;5� izz� 0 �, LA __ e -i � z e • TOTAL SHEETS 14 Irm- Q a w OO Y / 0 /Ml� t// N z 0 "It 41�0 Q) U rtoM 0- I 1 e • TOTAL SHEETS 14 " Q a w OO 0 - N Q 0 LIJ a Q) U w 66 U _j J_ (n H -0 0 i/) W " w I U) �_ 0- F_ L9 _r i W 0 JOB NO. Q) _j = o s cl� ) U V) z3 Q ( � V •c w' N U U H (f)>> w a JA] V O � / 0 0 U, `" W oC U c T ° Ul U) I 0 �- w J '� z 4 III � F— W W z z ®� o z W o z o L)0 ..� w 0 Q) imi 0� L U Q O Q A100hL 0)> .6 O O Z X N APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNEWONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT N G COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES , . SHEET N0, 0 TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.,� N 0 S f - z E w W z 0 z W (n z J J 0 U 0 � c rn c 0 U N 3 N V) N a- x _ -.•1 0 _ V) t= 0 , U D c 0 U i O 0 C O 6 .0 0 U F) L 0 U O E U c Z) in U c 0 > Q) 0 rn 0 3 N Q) s Q) J 0 0 W U a to _0 JOB NO. Q) O ��2066 0 V) SCALE O AS NOTED cc N G COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES , . SHEET N0, 0 TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.,� N 0 S f - z E w W z 0 z W (n z J J 0 U 0 � c rn c 0 U N 3 N V) N a- x _ -.•1 0 _ V) t= 0 , U D c 0 U i O 0 C O 6 .0 0 U F) L 0 U O E U c Z) in U c 0 > Q) 0 rn 0 3 j SOILS: SLOPE V SITE VEGETATION: IN I 056A2-01- -06160 29b OF A MIXTURE OF HARDWOODS AND PINES. 4E -ASHELOAM 25-45% V. �y 0 WOODED AREAS AS SHOWN ON THIS SHEET CONSIST 4D -ASHE LOAM 15-25% R H1Qk`q',RSUS N -00 060 UN -WOODED AREAS ARE MOSTLY OVER -GROWN 513 - BELVOIR LOAM 2-7% ZO�\TQ3:,-4 SIIJE� IAL hv_uFj_uu2%100 FIELDS AND ARE COMPRISED OF VARIOUS GRASSES, 713 - BRADDOCK LOAM 2-7% 0.206 AC CT JE REY A �AAR:fR§iZ, ANTHONY WEEDS, AND BUSHES. 14C CHESTER LOAM 7-15% DEBO A HAW ZONING: R4 RE AV /// 1� 0.221 ACRES �ES D B 3813 PG 23' If 05600-OO-QO-65700 j 620 37C3 - HAYESVI LLE CLAY LOAM 7-15% 0.208 ACRE vv 20.00 ACRES 95 WE HADKEE SILT LOAM 0-2% N, b* 71, ZONING: R-4 IDENTIAL G: R--'l/R-6 RESIDtNTIAL 96 PG. 189 \ \ -1 --- IS N"WS-A - f 0.243 -AC j TIN ZONING: RESIDENTIAL ACRES NN N- 630 RN R NI NI 05�0 BO v. CHRISTOPHER DAILY N- 1� MAR P, ZONING: R-f/R-6 RES MNT 'KPIL 7B 14- EXC8TiNG TOC ES ENT it v. F6EO' .19 IN tt COT COLLINSZ U No. 35791 DT1111 S `Lu g�xd . / 0�mm� - - RE �' TIAL ` ~'' ~- ' / / / //\� -4 /A.- '�� -ZONIN -1 RESIDE I IAL' 7BPARKSIDOFF-SITE-SANITAF __zSTiNGCRITIGALLOPES-- 4p17rj99"E fm o220 41'57. pTING STORMWATER- OTMAt07 �WEor613 ACRES,92A40 N300BM zsz? IT 52 61XISTING PAR SIDE VUL GE, Y Foothill Crossing Phase 11 & III OwnersimTE SANIRjR1.20140. 76-��6 Lot# Owner Information Lot # Owner Informationt056KO-02-00-00100 -02-00-073003 CRAIG ENTERPRISES INC KRAMER, JEFFREY W1 0.461 ACRES 73 0.464 ACREStZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL17POTTS, JEFFREY LOUIS SM CHARLOTTESVILLE LLC0.491 ACRES 0.459 ACRES7444LDLot # Owner Information t # Owner InformationZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL1�60,0-0040 05,30oCRAIG ENTERPRISES INC CRAIG ENTERPRISES INCZOpTIf4G/:,R-'I RESIDENTIAL 3 75.590tj0.702 ACRES 68 0.6900 ACRES 0.515 ACRES0.460 ACRESZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL -1 RESIDENTIAL -1 RESIDENTIALD.B. 4056 PG. 682 D.B. 4053 PG. 204 056KO-02-00-00400 056KO-02-00-07600SM CHARLOTTESVILLE LLC SM CHARLOTTESVILLE LLC -00-00-00200 -00-00-069004 0.593 ACRES 76 0.459 ACREStfu CRAIG ENTERPRISES INC CRAIG ENTERPRISES INCZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL2 0.691 ACRES 69 0.6900 ACRESZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL0560-02-00-00500 056KO-02-00-07700_T KOSTIW, STEPHEN T FOOTHILLS CROSSING INC5 776:1 TrIV056KO-00-00-00300 056KO-00-00-07000 0.571 ACRES 0.463 ACRESZONING: R-1 RESIDENTIAL -1 RESIDENTIALCRAIG ENTERPRISES INC BELYEA, BRIAN OR ADRIANNE ZONING: R3 0.746 ACRES 70 0.6800 ACRES 0560-02-00-00600 056KO-02-00-07800-1 RESIDENTIALZONING: R-1 RESIDENTIAL ZONING: R SIVI CHARLOTTESVILLE LLC FOOTHILLS CROSSING INC0.90 D.B. 4021 PG. 320 D.B. 4068 PG. 736 6 0.530 ACRES 78 0.466 ACRES -1 RESIDENTIAL -1 RESIDENTIALZONING: R ZONING: RCRAIG ENTERPRISES INC FOOTHILLS CROSSING INC4 0.707 ACRES 71 0.7200 ACRES'S28- --05-600-00-00-09-5;(0 ALLEN, ROBERT J FOOTHILLS CROSSING INCZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL 779-1 80.9\92,\ < LICKINOHOLE dc 0.543 ACRES 0.464 ACRES38.6000,kRES D.B. 3954 PG. 274 D.B. 4055 PG. 174ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIALCRAIG ENTERPRISES INC FOOTHILLS CROSSING INC S CHARLOTTESVILLE LLC FOOTHILLS CROSSING INC1 THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA 8 800.459 ACRES 0.469 ACRES5 0.702 ACRES 72 0.7160 ACRESMAP NUMBERS 51003CO235D, 51003CO245D & 51003CO229D ADOPTED ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIALFEBRUARY 4, 2005. D.B. 4039 PG. 185SM CHARLOTTESVILLE LLC FOOTHILLS CROSSING INC2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND69 0.460 ACRES 81 0.468 ACRESLOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS PROVIDED CRAIG ENTERPRISES INC CRAIG ENTERPRISES INCZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIALBY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD 6 6.694 ACRES 73 0.691 ACRESZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIALVERIFIED IN MARCH, 2014.(ON ARMSTRONG, JAMES C CRAIG ENTERPRISES INCCRITICAL SLOPES EXIST AS SHOWN ON THE PROPERTY. 3. 650 70 820.461 ACRES 0.464 ACRES4. 100'WPO STREAM BUFFER IS SHOWN. NO LAND DISTURBANCE IS PROPOSEDRIGGIN, MARC OR CASSANDRA C COLLIER, KEITH E OR MELISSA T ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL -02-00-07100 -02-00-083007 0.689 ACRES 74 0.691 ACRESWITHIN THE WPO STREAM BUFFER. 056KO 056KOCRAIG ENTERPRISES INC GRAMMATICO, STEPHEN A5. ALL DRAINAGE AND UTILITY EASEMENTS WITHIN PHASE I OF FOOTHILL ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL71 0.459 ACRES 83 0.466 ACRESCROSSINGS WERE RECORDED WITH THE SUBDIVISION PLAT FOR PHASE 1, r J/ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL20D.B.: 3794, PG. 4-14 AND UPDATED WITH PLAT D.B. 4059, PG. 24-33. 056KO-00-00-00800 056KO-00-00-07500RODMAN, LARRY E FOOTHILLS CROSSING INC8 0.718 ACRES 75 0.692 ACRES SM CHARLOTTESVILLE LLC CRAIG ENTERPRISES INCIp(--IN- EEET ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL 720.471 ACRES 0.459 ACRES8400 ft.ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL LIM uj ce W W LIM uj LIM V' BA Alignment: LEON LANE Alignment: TRINITY WAY NOTES:' Description: Description: 1. STREETS LESS THAN 36' FC -FC (LEON LANE &TRINITY WAY) SHALL HAVE ONE - _ _ _ _ --i / I Tangent Data Tangent Data 83.00 r- � �I � I i \ � Description PT Station Northing Easting Description PT Station Northing Easting 79.93' SIDE MARKED NO PARKING. I I , I j , \ Start: 10+00.000 24576.144 15329.343 Start: 10+00.000 24296.918 15028.042 - - F-- 2. SIGHT DISTANCE EASEMENTS SHALL BE 5' OFF OF THE SIGHT DISTANCE LINE I I I 1 I \ End: 13+30.796 24353.671 15084.534 End: 10+51.910 24269.183 15071.922 TF_____7(I I II(II^ Tangent Data Tangent Data I I I AND PROVIDED WHEREVER SIGHT DISTANCES EXTEND BEYOND THE PROPOSED , I I \ \ Parameter Value Parameter Value Parameter Value Parameter Value - � RIGHT-OF-WAY UNLESS OTHERWISE NOTED. v1 ' I I I I I I ' ' / \ `� 'Length: 330.796 Course: S 470 44' 11.8499" W Length: 51.910 Course: S 570 42' 18.1641" E ' I I I ►` I, I I I I I \ I I I I I II I { Curve Point Data C Curve Point Data . - . Description Station Northing Easting Description Station Northing Easting PHASE III I I . I TEMPORARY TURNAROUND SHALL BE MAINTAINED AT INTERSECTION OF PARK I ` I I I \ PC: 13+30.796 24353.671 15084.534 PC: 10+51.910 24269.183 15071.922 I I I ' RP: 23761.622 15622.566 � RP: 23423.874 14537.644 PHASE IV, I I I I RIDGE DRIVE AND LEON LANE. DESIGN OF TEMPORARY TURN-AROUNDS WILL I ! \ N I I PT: 16+99.453 24052.658 14877.382Z, PT: 11+50.532 24212.470 15152.557 OI MEET VDOT REQUIREMENTS. I I I I I �� I \ Circular Curve Data X Circular Curve Data PHASE II \ Parameter Value Parameter Value Parameter Value Parameter Value I I vl I N II \ Delta: 26° 24' 11.3619" Type: LEFT Delta: 05° 39' 02.1707" Type: RIGHT i I NI I I I I I I 4 I I I I I I I I ( I I I I I I Radius: 800.000 Radius: 1000.000 0 1S{I II I II I I Length: 368.658 Tangent: 187.662 Length: 98.622 Tangent: 49.35 1LOT '708F NOTE: SEE LANDSCAPING PLAN FOR STREET TREES. I Mid -Ord: 21.142 External: 21.716 Mid -Ord: 1.216 External: 1.217 I { I I I I Chord: 365.404 Course: S 340 32'06.1690" W Chord: 98.582 Course: S 540 52'47.0788" E � ��.. :; x Tangent Data II II I Ir . to1 II I I I II i1 I I .....:.. _ J II I f I I1I I 1 I II I I I I I{ I I I I I 11 I ' -- /•.\/ � :J � .�.. Description ript ion PT S tation Northing East in gLOT 18 Start: 11+50.532 24212.470 15152.5 5 7 25,154 SF ooEnd: 15+83.193 23946.421 15493.751 Tangent Data AS Parameter Value Parameter Value Length: 432.661 Course: S 520 03r 1 5.9934" HJ EFB I I _1L Curve Point Data + Station Northing Easting 6 Description n 1 50 C 15+83.193 23946.421 15493.751 . - --- RP: 23157.825 - M .._------- 14878 839 0 - rJ 2 PT: 18+63.3454 237 5.652 15687.826 co 0 .2 4 5 ........ 24 00 x:.20 23 50 �. �..� �. .. .. .':. '.' '� ..�.w-�.--=.�..� .' . � � ' . .' _�' ,..'r>.�'. _ . Circular Curve Data 1 angent vara I _ - _ - 1 1 - Description T t i - 1 IP S at on Northing Easting .68as 21 -1 � ` 1 P - I 9 9 3 _ .2 ( ) 1 70 f- \ 1 0. --- I r -1 ti 1 f + ._ 1 4 23745.652 - Start• 8 63 3 5 1 7. 2 _ 1568 8 6 STREET P I O _ I I \ j \ I SIGN _ ;-.'. STQP- - _ ' f I ( I I y I 1 ( I I I I 1 \ 1 \ \ \ \ �� \ End: 20+75.178 23574.282 15812.347 - + SIN I 1 I i I I I I I \ I I I I ' I 1 1 \ \ \ \ \ Tangent Data 'T (P) NO PA R SIGN (R8 ) i : (� ) I I I _- I I I j I I I I I I I I 11 ` 1 \ �� \\ \ \ Parameter Value Parameter Value rn I I I I I ( I I 1 I' I 1 \ \ `� Length: 211.833 Course: S 36° 00' 10.5903" E f ' l 20,026 SF o :' I I I I I I I I i I, I I I I I '� I 11 ,� 1 \` \\ w r L (P) SPEED LIMIT SIGN J .o J _ _- 1_82.29' -- iTYP I I I i I I I I I I , I 1 1 > H r -- - I I ► y l PHASE I I I I _------� I I I I I 1 _- I_---------_ 1 '------____ 1 I 1 EXISTING,. ' --------J , L------ 1 Q� �.. Wlm--_______ 1 - I I PHASE II 1 POND'.. L- io a LOT 34 0 . i . 58.89'' 65.39 73.67' 1 ' _ - - - } '` C■ 20,015 SF o. _ _ 119.80' 119.80 55.09 c+r - 119.78' -_ _--- _ -__,•_ ' J _ ---- -_--- - I ----_ 75. 132.83 20' REAR I _ - - -, r- - _ - -, i r _ i 1 i - , 175.9,, 15� .. s r''.__--- r I I 1 I � r- -- _ 20, or-. _ 105.90' 8��; _; _ SCOTT R. COLL INS ��Z o. 35791 ORAL z 0 a U V) LU 0 z O r -r U-1 // / �♦ Ole .01 GRAPHIC SCALE 17 / / 5 ' 0 I ♦ ♦ / / ( IN FEET ) � / / s / / 1 inch = 50 ft. ` / s .00 100, / / S 1000, z z In z M LU w w Q M co co n O OU U O- U t=- � �O- o Z O U) -� F- � 0 a z 0 a z 0 a z o 0 0 LU w w In Ln En 0� ce w In M c c Q M co co n Ln c3 Z LJ w z CD z Li W3 ) L y, ._ " _ - (� i. - - r- - �4 / _ / _ \ `. / ,' Tj ,1 I l _ r _ _._ _ i \ O -_ }__ _ \ -- - __ _.__ _ _ _. _ .. __ _ i r ,. \ // - -. -. ... r1-), _ i I I I i -- • r - -.'_. - � ,,' ,� , { OTT COLLI - .i \ . F Y' I I ,.,_ I _ . - ..__ .._ _ --� ' I _ ... I ,r _. I , j I `� �-.'\ \ --�,` ,}' /, 1 � f Fi I NO y' 1 ; ':; � S R S'� I I -- - �- J ry" ^ I r }� �' '`- i i r`I / TES• T R HALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR FOOTHILL CROSSING ROADS TO ANY ROAD EXISTING OR '` ' / - _.-__ ._I---,) _ s CONTRAC O S • \ t r r {- _ .-._ _r_ ... _..___-_ ---_- -E- - �.T_ r--_ _... --, r_ ti - - - - _ - 14,.., ;, ._......._ n ,' -I r / / i r i / i '' U No. 35791 ,2� \ _- - - _ -- ----_ - _ _ __ -- -= _ __ _ ._ __. -___ __ _-- '-- - _ .__ _-_ -'-- - -- -- --- - - '; I + i 1 ,; / _ l I I I r I NDER ON TR TI N. C NTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN 1/ / / `i•, ` \. \ \ _ 1 ,I I I ,-- _ - - _ --- - _ - --�_�= _ - __ V = - - - _ _ _} - - i ___ _ __ -.- ._- I_ -1 \\ I \ i ' / / , / f-, I , }- \! 'I / I / I U C S UC O 0 j / / . n IS \ \ \ \ \ \ J , / .--- = =- "� _. _ _ :.� - - - _ _- - -_. _ 1 __ _ -- - - - \ I I Ii/i ; i '� y i r 1 i o T. w __� 1 l i \ \ \ -, _. / ! ( I/�, , , _ __ _•_ _ _ __.._ - _- - '_- I- _ I-__ _- - - - - I I h 11 , I-� { {j I I\ / THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB &GUTTER. CONTRACTOR SHALL , / f f o >::::.. o,�, ��w \t \t \ '- \ _ 1 ! ' ( i f "� I I `�- --r --- --- -Y - i I I r i I I ` ` ` �' ` I �` I' I' �/i "/� = J {' / ' ` I ` '\ I / I /� .f i I CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO EXISTING ROADS PRIOR TO ANY CONCRETE OR PAVEMENT f ! / ' ```' `�ssr ��o NAL i l / i _ ir, f i I. (I i `�I �� ?r'r / i I I i I I I i i i i 1 1 I I i I 1 �} li ]I I1,/ l ^!' .. I I\ .� I//! I I/ i /'/ ! I ' BEING PLACED. 1 J/ i / / i - i I i I I I' ".-' -, ' I ' i , 1 SEWER MANHOLES TO ENSURE THAT MANHOLE 'I f I I y' ( 1 I I I I 1 i ► I i I i i i -,- - j. -- I ._. --4 1 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY % r . I I I i I { I I I I I I I ' i I , ( i i I I it 1 TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. / '.`Q . 1 i i I I I I r I: I I' I` , }, 1 / ,;.:.:: , �5 1, 1 , i ; I I {ti ' `: \ LOT : 17 I I I i i I I + i �`- { : f. �lI I` ' , r � 1'{ 1 I 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS, MANHOLE y . ;�' " _ I ' ` ! i j I i I I I i ( i ' i ' I i TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING DRAINAGE OR UTILITIES TO COLLINS ENGINEERING /. L, I ; I , 20,708 SF `` { , I I / I /` / , I' f { i i I 1 I I { { I i / I { 1 I I ,{ I / . ! ;' , I I I I { � I , + i I -'' I ; - ' { I , 1 1 FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO :✓ I 11 I I I , i I I i i I I- i /% ! I { I I I { I 1 ;I I i I I i ' I C° 1 ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. /' \ I i OT : 18 I: I I i I I I I i T I': - '; I /,,` ; t r ; I : ]; i ( I I I I I I ;i I I _1 _/ I, I , 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. ": )ff \ .` , ! 25,154 SF I : ' I . i { i ( 1 I I I t I ,' ,} t ,/ ;I. ' I \.. '\ - ' ] ;i i I I I I i I I , I , : ; i I - I I 1 /'j ! 1 5. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS. ! ; ! 1 i . I\ I I; I' I: i I I , i I \ �� I i r' i I ( ,,. . \ , . J , I , , I I I ;; ] t I I I l ) I / i I , , 6. YARD DRAINS AND SWALES TO BE INSTALLED WITH THE CONSTRUCTION/GRADING OF THE LOTS FOR THE HOME SITES. ; /i , r ,i l J �' r I , ( ? \. , i iI, a i�,I,I I I I I I I i - __ -1, I + `; . ' I f i I i I i + i I \, i I 7. THE MINIMUM FFE OF LOTS 57-63 ARE LISTED BECAUSE THESE LOTS ARE SERVED BY EX SANITARY SEWER LATERALS. ' d ' i / r` ! /`.. 1 f { 1 I I I I I ' I :::' /' - ? t` ( i ' 1 ! fy I / . , \ , ,` / (1 , t i I I (':: J I - - f _ _ , - r \ :, \ �.' I I r` TI E NLA -�-- r O _ i o f I rr / I i o , J -W T i i. r i :: i �_ v Y I . / , O PHASE III ROAD r __ ,� _ _ \ I. I - a C, - i' I F--- _ _-._ -- r 1 r ! I / - -_ r < - s .. .::. ...:.:,. ; : ', ;;,,.. ter` -� . `- r` -- t I � T 1 1 _ - _ r, N T A 0 50.7 _ .-- ,. 1 , r C ST TIO A S .... _>._.-._. r' ,Y J k- t.i 1 - .. .. r .. .._ ... _. _.. _ .. ..:� .. _._ - �.' __ - / ;tom. , t _.. -1 'i. ' . - _ _ >=•-STs-..?sx_::- -- ._ .. - 7 �=-._ j , m Y J r i � -{ "t - , e - tom' \ �. , t:i'' f - i i r . r ' ---Y »---•= w -^r- Z _ _ _b .: Uaw f , 1 _ \ - t - r: cfl __ _ w - r' - �' 'm"""'","' t - / w W ' r� _ l O - 1 \v= =^ C • c - r \ - �Y - to k a _ tx - / t __ 1 �. _ . ,, - __ a. / .a d / \ s ( t.l f i i k W a ( \ W - i / , 1 f ,r w ;, - i t r I 1 _C ' \ r r r t t_r_, r , �J , r IT .0 IN-- 3 E E - T _ \ _ / a \ / `� 4 / \ ;r / i x I i' I i' r / \r 1 r. (� { `4.7 _ \ r i - : • r e - 1 r IT LINE 4. SI �. G - , r H D i 1 a - r i i -� I 7 I r`_ -\ i i. l I r / / . y. - , 1 �i ( / 1 EX30 , � _. r � r r % � Jf' , r , I r r' I \ r -i , / '+f. I { i \, t _ rr I' / < % l 1 �' / i \ -_ I k ._. �T / � �I _ 1 I 1 i f I I t r' r / '6 _ I / , i - .' i / f / C- 'i / / 1 i '�DI 2B• L 4 1 ,' I J 1 t r' - f f r.- r { i ?- _ ._� / _ i .- .7 -- _._.- --- ' , - `-. - / / 1 r 1 I { 1 , 1 i I 1 , T t �O , , , / ' -%'. / \ '✓ / __ / ✓x 1 '/ ' /' f \ f i� I , ! I { , I I , i` (i I t I 1 % 1 l �' > \ j ,'-ter'' \\ / I ,' / /i' % , ,f _ f' g f , l i I I / I { I �w ' / r \ \ � �--'\ _'\i F, -!s r `/ - �'' _ , 3 ;'t ' I 1 I { I �_ I ( i +r, , I I r ; \ - -;" \ h" /`_ -_ -- __. _.. �' `' I I f ' i LOT-'. 33 DI -3C L=6 - i ( 1 I i ; �, / D1 -3C• L-6 __ _- i 1 I 1 1 I I 1 1 /--�' .� . i , . , r \\ , 1 1 I / i 1 r' 1 �d 02 SF' �, I / i i I t I 1+ i r -_ _t r ri f / I I e. i I I I / ' i 1 ( •I ] r ! ( 11 i 1 ` ""` /.' "� \ '\ f / / /-- ' ^_ ..�.h`'` / ��'.'� . I E�ISTING STOCKPILE i .. I - / \ - z< `t _ r I �i 1 1 I 4' 1 - T --_ - _. F % / r DI -3B L=10 I ( i 1 ; I I i i a � I f__ / f.: - EXISTING STOCKPIL I / TOB REMOVE - r E.__ 1 ,'i I ; I 'I l i I ,r' \ �✓ //' /� / :",. r ,- :.- w . 1 I I 1 ` I , % - - ' i I I I { j, I i r �/ EXISTING STORMWATER- f_ r .1 - ! I I 1 li _ r- a I { k .-5' 34 i I I MANAGEMENT EASEMENT i . ( , 1 I I /� -. f f I I i : I 1 / r I i� / / r I r } 1 r t s / I , r'r , 11 /' r' � y��y' i � 1't - , I I 1 � f` / i `i / I 1 / --�57 - I 1 , 'I i'` I %' 11lj t J1 /4 i r •'- / / - / 1� i - 1 I % DI- B• L 10 _ �' - 3 ..- t ) 'S I . 7 :% f, , 1 -- � SAY ° r �� I / i I � \ _ ti. Y Y I I i / i � r i - I 1 1 I i ,r'� r 'N I - i i , _ F I 1 I 1 _4 _ i \ r i '1 ua i L_ , _ r ,' f � � �� I I 1 �1 _. \ _ / \ r- L-- `, �1 -_ 1 \ ✓'^ i __- _._. _! _ ._-- - ; t 1 PROPOSED VAR. WITH 4! Jr ._ 1 I � I, � __ _ � I _ o � s' � `i` TORM SEWER EASEMENT •I =. r - - -- - -.- - ,1 / J . t rf -i .. / / r"_` \ . • \ . / - -' - - "` („- r -,t' \ \ \ of \, ../ •'\ . _ _ __ : - /. / ,\ - _..__-_ ---. __ ---- I _. _- j - _ 7` -_. - \ \ \ mac' \ +, L J\` �. / 6 6- _ _ - PROPOSED I t _ \ / \ _ _ _ ✓ I iN A \ r _ / DRA _ -t -t I ARD / E f Y _ _ \ I AG 1 f _ Y -.. PR -L _ POS _ PRO o -- i 1 - 9 - t J i - ' U ' 1 I x !. I MT: _ - r' i S \. -� E I i i E AG I ' IN I RA r � • r TE .J. •` E � > w�` VA S PRI PROP.O �, _ - -. '"\ I ! _ (^ \ -- I f 1 S `7 \ / \ \ - ( ( i I ESMT. r' N C � � ( 1 YARD DRAT _i '\ /\ \ \ \� -� -.} r _ I r i 2 ..: -- 5 - I I _` LOT . 59 r ._ _ --i _ � r;_ I'`=:J' LOT 61 LOT -6f7 1 I I LOT 58 i 1 1 r ! �� / ,,, � �•, \ \ / _ I 20 001 -SF- ! \ z z z - _ - i _ _20 6 SF 20 006 SF ( 1 _ \ ,- - ,- .---_ _ _ ..._. � I .-- .. .;.� i� � `> `I i j 1 LOT I` 7 / � _ / - .. \. -.. '\. \. \ `\. \, � �` W W w . r� co I ._ \ \ I I i r I 1 0 MH. \ \ / \ /' I \ , I _ / \ LOT 55`• \ / \ \ r - \ I r _ I I % I 12 004 F r / z LOT . 62 , / \' `\ \ o 1f _ 1 !\ / \ It - , ,\, i ; i; r i I 20 000 SF -, • l v'•�.. \: �, 1 k, f I , .� ! �_ _ LOT 63' - { I I I I / / - /, - j =. 20 003."`SF I 'i i A �. I PROP LOT . 56 '/ ! i 1 I { I OSED ! ! �'� , 1- JV 'i POSED j \ 20 007 SF PRO / ♦ I' r' AR Y OQ8 F 'J.:- i D SWAL ZO S r` r ��== = " E �' i I - r- �4 , `, VDOT EC -1 �CL II .. � � _ - - \ \, DRAIN t` j � r �\� •\ / \ I I • r , ''- - /` I I YARD j / \ . - '� I I f /' / / I \'�. �` \ 'W/GEOFABRIC U'. /� ,' _, _ I _ _ � =r.l J ;' .' r .% { i i I I I ! /PROPOSED , � ;:':(::.':';:`: `: PROPOSE f 1� PROPOSED ` \ \ ��: / ./ /' '` i _ \ - i ' " _ / / / I MiN� O I I - ' % 1 i /YARD DRAIN i / / / / \ L=1 W1= W2= % ! \ I \ \ \ 'MI U r INIMU J YARD SWAL I r�^hi MINIM M FO I / ! / YARD SWALE / ti \ \ \ \ 3 r 6, , f''6 / / i !'. \l; I { NEM r I FQR I ANIT TI I ' i ! ' / N / \ .: \ / ! I T . 35 I 'SRNIT -, INI M FO r NIT f I % f' ( I � ( I i . i l / LOT 54 \ \ \ 5 ` �. - /` ; -•i`�: ! \ r r I.3 • i \ ♦. , Y .I - - 42.2 - INIM ! / / / ''\ /'� \ , i , r - ;'' FOR ''I--�_✓'J •'{� _ , i - FF &0 i / R !• / PROPOSED 1 ! \ \ ~ \ \ t , . Q,000 SF ; x - . F 3.4 FFE- v 0 i i I / 2Q OO SF i I i \ ` �. ! I ! NITA Y TIE -I \ } FF 48. i I TIE -I / ` I - 5 I ' I ! , I j ! , PRIVATE DRAIN GE ! 1 l / ! , 54 I i _ i I o i s:'' J 6 \ - - D I B L-12 I FF 32.0 ESMT. / \, i i 1 J y p �: i 1 I i i , l \ 5 I ; i 6 - 64 / ; DI B L-12 / l 3 l 1 , i r r� t I I r I ''t r / 1` r r' r 1 I f -- I 2 J i' r 1` r f' I ", 1 1' i _ i / r s N i `, 1 1 i _y i _J / ;o -co T S E LIN I E1 / z f ; -1 1 I / / P R / , s- OI'' / J _ �'-__ _ / MH t i RD l � .� D I / 1 F.•,. r 1 \ , ( t : .^ f i r t - r+ f / i t f j r ' ;- D B• L 12 i I - 1 f %,! r !' / J 1 i T' i r J� �? 1 ,, i `1 i fi-- - I -- . M�---� 'M I/ - M' r - / iut ' r M M' ,.. f 1' 1` 1 / - M - t ! I t S _t r /� rYARD D I M' RA N S HED L r /f I_. �.> C U E nn. - 60 r J r '1 / 1 /` 'i f ti M' ! I / r , M - r P• '�6 r ° r co LOT : 3 � � � M. I r / r r ,x 1 , A I 15 NLINE RATE DRAIN co M G cp 0 SF r M - r 20 00 _ 3 M MH i" RI �..:::. M. 646.0 f�' 1 `j, I i' TM. / 1 �I r` i 1 r i % INV UT 4 �' O .6 3.0 1 20 ' 09 F r 66 ,` i. - _ i i r r 1 , r , 8 1 i I D1�.3B• L 2 i I 1 I - I , l I � - . DI B• L 1 ;� ,� 3 0 � t' I , , r I f J -B i I I r r' A r • M' 'r i 6 r 5 - i 6 � r I DI 3C L 14 3� I r f n _ r \ -I r r~ - - 8 AD NYL P S OLA T PIPE - S 1 .'r / M• -3 L � I i F � � I , I _ -- i I , 1 t • 0. , i 1� 1 / ° ! ! �- / i Y t' r M t r 's ! 139 LF 3.6 0 r d / - J - I 1 1 I •rte }' I I - 60 I a ! I r 2 I'r' J -6 ( I 0 i f I i r - .I I r', I . \ rr / i I I / i' i _ , I rr - / %B1 5 INLINE GRATE DRAIN I , i i � : r i -i T i I _ - r t _ - D13B••L 10 ( - RIM. 641 i 1 .o r i � ( I i r` ;r 1 \ ; r I % - 1 • _ INV t'. �''�': IN 6 { t I 1 5 ! � 38 f r 1 , t �^ NV / I OUT. 37 ' I _ f' 6 .9 1' r ;' r I \ 7 _ I I I 1 y ' \ I 47 , LOT f J 1 I. r ,• I _ 7 - SF i` 0 023 B 2 ',' I I i. STR 64 i.- T � JI " - I 20 02 SF I 1 1 1 11 SF 2 3 , 1 / rr I __ 8 ADS NYLOPLA i f ST PIPE --+ 2 0 •9 SF 0 1 i , s •1 f• i / \ ti /' r r / i ° 1 I I i t` i ,' r 1 I , / I ,' _ L' i r 53 LF 7.4 1 /o ' \ � 1 � ` 007 SF ` I .- --� _ _ � I I"- 1 % r! r 1 / i' @ ✓ir:y i --.l \. _2Q, - , r ! ! % % I� � / / `'. �, ,i �.,, IJ i-,'- / ! ; !'I \ `\ , r'' ,r` , / \ _ / c 1 -- - / r ,. I \ r-- , I i LOT . 52 / r , - , ` i' I I t /1 _.. I LOT . ,49 r' ! , \ \'. - I ! I r 20 021 SF r , �\ ~ � i i - 1 i l / r __ r� / / STR 64 \ 1 _ _ { / j / /� _ \ ,� / 21,75 SF t I \ /' i \ \ 1 /- / 1 _ J �� / - L-1 r / / '' ' / / / 1 f J / / \ _. ._\ / ! f J ! .__ ` J r 1 I \T \ \\ / i / r; s i # r ! / \ \ _ --- - �"" r 6 `� DI 3B; 0 i; I I �''' \, .I ! _ / I "! 1 / / \ ,\ / j` ,' INV IN. 634 `\ t - / --.i-.�'" , i r 1 ., i ` %i / 1 ''/ ✓' //'1 i s - \ •\ , ,_ y ..- l , 1 /----.�^"'r' I - \ \ r / / f / \ \ 1 �-- _ s /" f / ,( � t �,_ I !' - _ / _._ / ;` 1 / INV OUT. 631.9 STR 62 _ I I l I ( ) _ \ /. r 1 I �� 7 , I r" _ t \ ; 1 / lr !'" i 1 i / / 1,/ r , ` % ' r r _. �.� \ -`. - - / '\ ! _ / ! / I 2 O ' ' ! .\ \ \ y / t /, { f r , ri a � \ - _ _ _ ,/ / ;} a.. \ 1 �'' �' ` I \ \ i - I• _ - _% `\ \ \ ," / / , j C (15 INLINE GRATE DRAIN) \ \� / / // / I `t I �' d �� \ r : -� / " / /� i- _ - I ' / i r \ _ _. _.._. _._.. __' _ - \ I- r ( I l !' ! \\ ,\ \ \ / / / / / RIM. 639.0 : i t r -+__ PROP 1 i DI 3B; L-12 , c' / I /' - f ` \ _ ,I _ _ - \ I r OSED j 1 -_ \ / ; INV OUT. 636.0 \ �+/ \ f / - - _ _ x _ - ' - �' \ \ j lYAR[S SWALE \ \\ \ ;/ .. .. ,' + I 'I' - -- , r \ \1 ! / " 1 1 ! LOT :\ 51 \ \ / , % / ; / ' / \ i _ __ __ _ s _ 1 /' /` / - _ r \ / / I / I \ f D r \ ! ! / i C :' i / 04 F _ i i 20 9 �S \ \ \ 1 LOT . 38 i ti r - - - -t-- _ ! _ _ - _ l \ \` . ,' / r „ 3 \ ' i \ \ / _ J _ r - / -, - _ . \ _ - - --- % ( / / / j 8 ADS NYLOPLAST PIPE \ i /' / r .' \ \ / r ! r O 02 SF ! �. \ i / r f 2 , 2, j ! , - _.= 1 /• l' f ' i r \ - �. ! \ / / � / / \ `-\7r" r / % o / 139 LF 4.9 /o / / / _ _%-'- VAR. WIDTH SWM ACCESS /' - - _ _ \ \ F! /" / \ \ ., /' ; - - -L - -- \ \_- , \ : • • . & MAINTENANC E EASEMENT` f \\ /- - - D 1 - 5 INLINE RATE D +' ,-� G RAIN f O' i _ -� f \ r J i - - " i -•- /f / /� - \ - RIM. 632.1 l _ _\ L- _ \ i t\/ DI -3C; L=14 1 / 1 / / / r /` r / -- -� \ - \ \\ r, / ' \ �S /c J ,% / / ' / " / f INV _ OUT. 629.1 '\ , 1 Tor / ..'` I •, l / 1 / - / i,1, / / / i r -1 - _ � _-._. _ � \ •�, - \ \ , \ - / , C., / / _�_ ' `\, r' / / / ' / - r OT 0 _ __ .__- . _ ._ `'.r 4 .� _ t 1 _... _ - SWALE _ - s _ _ _ , \ ::a::<::;,: - i i - - __,.. D-STR 62 / _ 20,031 'SF PROPOSED GRASS DRAINAGE �' _�:,_ • �- -•� � �`- W_ •_- __ � _ � "�-- -s'" ,r \ r % 1 ; F t \ i / f �.._. �; % i `'may / r t / �:' j__ '_ / TO DIRECT RUNOFF.TO POND r/ ' _ -- � s _ �. -. _ / ! / \, 1, \ % '' / /' 8" ADS NYLOPLAST PIPE s - @ / i. -- GRAPHIC SCALE \ c PROPOSED CULVERT - /' S ' .-. _ / \ _ / \ / /`. �� .. / / i I _ i / ' UNDER ACCESS ROADWAY � / \ _ , -1 - _ - ° _ 240 ` 5 STR 2 - "'/ _ _ i - 50 25 �'S0 tOD / 6 - /' VIN. 623 INV OUT. 620 ' / � \ 4....' - r " - / \ \ \ / / IN / / / r \ � -., \ \�, `- - _ / r INV IN. 628.0 !i , , \ \ / / \ / \ I / - __ `� L=23; S=13% / 5r, / ;, .� \' ` / \ \/.� \ �\ �` ! / f / / ' INV OUT. 625.3 STR 60 , / \ i rr / / , LOT • 39 I l - �-� :.:.=... i - _ _ / / F / _ _ _ -* �, S - -- _ - I. - - ___ _ . _ / / y / ( ) r - in: i DA. 0.40 AC Cw .45' Tc 5m ,\ 20 008 SF / _ _ '� __ _ - I�1 _,FEET" - _ __ . �. 0 2 efs _ _ i i' 1 1. / I- f o / ) 5 / _ .._. r _ s'`- - -_ __.- ___ __I- _ - i / E (15 INLINE GRATE DRAIN) t / / i �._ _ 50 \ ./ �' - _. -1 inch ,-- f£. r' , j RIM. 622.5 i ; . r '` \ / ° =-I _ /' VAR. WIDTH SWM ACCESS & MAINTENAN EASEMENT -- - -\ _ i __ .,_-_ _- - / / / r r' / INV OUT. 619.5 \ t ! 'yet. / \ r' +' , r r i • I . �'�,`/ : 1 �, / / ,,.- _ ._.,.. ` - \ \ •`'� \ ' \ \ - - `'-� - ' -+ /� - _-_ ..-- --- __ ....... _- '' '. -r \ i j ' /. , / r ! / \ \ r /' / \ / •v I _ _ . - --t ND ACSA ACCESS EASEMENT (ADDITIONAL ACSA _- % _ _ _ - G C: / / F . , \ / / \'. ', `r ACCESS EASEMENT PROVIDED ADJ. TO OUTFALL / __ _ _ - - \, \ _s 1 _ _ -- -- ,_._ _-- •-- -- - __ „ / ; , t, \ \. / / ` \ / J i �/ .I _/ /` :\ - -\ _I- _/ f / /, , , i ) / r -- --' - \ \ I \ \ 1 - - -\ _ / / 5 / E�rSTR 60 , - r.. ..1 r' /' / / �' /'� / / / ' _ _ .__ - - _ _ " \ �` \ \, I ` \ @- - -- _ _ - _ - _ - - // / 8 ADS NYLOPLAST PIPE -\ - / i \ r / t . i I 1 ! / , / / ` r / .--- --" -"- .� '\ "'_ _ - .,_ -- _ ---- " _,- % ' 0 Yr / _ - �_ { - _ - r it // / - , ,;\ ,:✓^ .. f.. i it ' / /j ` / - •__ ..-1~ \ \` :1 5L @ 00 1 1 r \ \ �/i / - - _ i, 1 '~ - ,r / / / / / /r f / / / / - - \ , \ \ �` \' \ ^\ \ 5 ------- s - -- - r / "/ r ' i 7 F r ( i \ _ I LT / r �%� q i c- A % - STR 60 \ 7. _ r \ ___ .....- l / ` / l , /' : ; , r l 5 \ -�\ $ I r'" % % s e P ED FENC PROVIDE _.__ �, VIN. PRO OS '� i '; •'�` --. _ IN 619.0 i r' �\. 1 \ / / BARRIER BETWEEN LOTS 39 & 4 \ ! !: lr ' � l / /j / !' i r /' / % / / ✓.. / / / i \ \ \� \ ` \, � \' '' . `-' _ `-- - -s`, / / / �i ,INV OUT. 616.6 (STR 58) J 1 \ \ \ - F 1 \ �'' AND THE SWM ND.- I.'.r . / i \ ! / 01 / / I f // ' ' ', i ,'/ / /- _W \ ' `.\, _ -- - / /: z '1 / / / l ✓ \ / / .. / _ (\ x 1 / r' / ''� ` / 1 /` ' F '' \ \, \. `�. \ �.`` \, \ \ - J/. - / }, / .' i ! t, I` ! r �'' ] i ' \ \ \ / / \ / PROPOSED GAT /' g / / _ /` \ � _ -\ \ \ , ' --" ( ' ' ` / \ !i - -.- \ i I 1 -- -1 - + : , -. /; _ - -- _ _ _ _. / . / _ _... \ \ VDOT EC -1 CL II RIPRAP OUTFALL ,n I _ _ r� r __ , \ \ \ , / /' / ` -. - ' '\ / ./ / % i` /' - - -- t / ✓ - ----M ------- ' -_." -- I '-- -_- --- - -- '----'-- __ _- `�� --- - __ - - -- -'- w '`- ♦ f I % i ,�v tt , W/GEOFABRIC UNDERLAYMENT / _ - -�. - -_ ! _ _ _ _ _ \ ; r L-8 , W 1-4.5 , W2-9.5 , D-3.6 \ - tt � -- -- _ - - � - __ _ ` _. \ / i / r• / _ - / / ,/ / L / / / / - i r !/ %%' - - _ 655 11 i LINE OF SIGHT i .\ _ e �`~� - / /. !, _ \ `\' "\ \ `\ \ _ ` / 1 / / - - ,, j / /' / / f / / ,- /_ % •r - _,__ % - ( I jI 655 \ / i( l' / _ _ _._ _ /, r / / / i / / / / 1 /' , r` r / ''/ //' / /' i / / .�__ i - ] �- NOTES: 1. ANY SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE GROUND COVER. 2. NO RETAINING WALLS PROPOSED ON THE SITE. ~ j I I i I - I DISTANCE = z p� 660 660 650 I M I I i 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 645 d M I I DISTRNCE I - 11 LINE -_ i - F SIGH ! _-� - I I I ,---1-- I I 1 -- ' { I z 0 w a i i ' ] 655 650 ; o W to H i � ! ! I I I �/ I 11 I i ; I t I I I I i ' 6 55 -1 z O i z I i i ad w ; _ ' _ i j I i INCE _8pf i I i 0 - `r l i - -----k- i ! LLw i I I z O o> ] I I i ! i 645 O,' _ i I I I I i i 650 0 J LM O,6Sw 1 I I I i j i " M 1 i 6!50 > I ! i i i I - ] i i 9 U! S I E I N 2 635 z 2" I ! (SITE LINE 1' ; w ' 640 z �� i i 1 I awz I W . O I N O c6 tV � ti I i 00 (D CSO � CSO I I �____; wz_ S ITE i C I N �1 1 ` i i 1 645 z - w I'_ I ; { I Z 645 J J CO C\1 to h; (D WLLI- N z _ W wW W LL• LO (0 L LO co (0 ,L0 �„ C(? CO z�W CU W O I- �zZ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 645 d LINE F SIGI+IT I i sI I DISTRNCE ----,1 ; 1 i ! I I _ i i �--- ' -- w z 0 w a - ^ 1 ] � 650 ; o W to H i � ! I g > 1 ! i I I I I I I I -1 z O I i E I i i ad w ; _ ' _ i I I i-- 640 0 _ I I l i - -----k- l --� LLw i I I I I o> ] I I I. 0 ! y 645 O,' _ i w� i i I i I LM O,6Sw 1 I I i i I i " wiz > I ! i i i I - ] i i 9 U! S I E I N 2 635 z 2" I ! (SITE LINE 1' . �� w CO CO co 10+00 10+50 11+00 11+50 12+00 12+50 - 10+00 10+50 11+00 11+50 12+00 12+50 1 d LINE F SIGI+IT I i sI I DISTRNCE ----,1 i ` 1 i ! i I _ i i �--- ' -- 80 i z 0 w a - ^ 1 T t . � 650 ; o W to H i � ! I > > ! i I I I I I I I -1 ! i I i E M i i i ad w ; _ ' _ i I I i-- I I I Jz� i l I l i - -----k- l --� LLw i I I I I ] I I I. 0 ! 645 O,' a 1 ' I i i i I i to � LM O,6Sw 1 I I i i I i " wiz > I ! i i i I - ] i i 9 U! o I i i I I .-LLw 1 o o (SITE LINE 1' ; w ' 640 z �� i i 1 I awz I . O Lj . ai N N O c6 tV � ti 00 (D CSO � CSO co - 10+00 10+50 11+00 11+50 12+00 12+50 1 10+00 10+50 11+00 �o Cfl 6 t d' Cfl 11+50 12+00 12+50 13+00 a d �` - - ----,1 v ' -_____ [--_-_. - ' LINE ----__ OF SIG] _____. 645 z 0 w a ! '----_-_-_- i----• z o W to H 0 W to H 0 W H " > > ! i I W -1 i 640 za O i i ad w ; _ ' _ I i I Jz� gw + I. 0 ! J I. 636 z -�� w ' I q to � LM W (0 0 CO 10+00 10+50 11+00 �o Cfl 6 t d' Cfl 11+50 12+00 12+50 13+00 a d O O O v p Z O m N --� �¢r I~ z 0 w a z 0 w a z 0 w a > W z o W to H 0 W to H 0 W H " > > a W W � Ce � a �I •' M N M 1 N 0) N W J W F- N0 Ld_ Q U i y I D LLI w vJ 1 W w Q' 0 O N z CL cn z z o I� 0 /n o v0- L v a T < OC v O 0 J ° o,/ -0 a L1J , 0 oz O �z ` v� / ,max � w W N w z F-�� z C Z D z W w 0 z v V) - O J 0 ,- U ,.iii O 0 u. v o C C z _ '^J a V C C 0 Q U zU � ++ v .- u � O i r^� � N V l v v N Q) 0 x +. as w O C C W 0, 0 V ° _I Q O '� 1 T U �; y Z v w �, w ", W z Q z ° O w .-' U (n � J N J C W W o 0 U O 00 Q ,_ �o as °0 �1 > ,F DC U O O U -- �(n ui 0 U F{_{�. _ ��. ° � �-0 0 LWu ? E � _ 0 •- n to -°v - 0 JOB NO. Q a 112066 ,° 0 m > SCALE ° .N 1"=50' m C a a SHEET NO. a o 5 ° -~ v v Imo- 3 d Ln Ln Ln w Q o M 00 0\0 <\ Ln r, a �I •' M N M 1 N 0) N W J W F- N0 Ld_ Q U i y I D LLI w vJ 1 W w Q' 0 O N z CL cn z z o I� 0 /n o v0- L v a T < OC v O 0 J ° o,/ -0 a L1J , 0 oz O �z ` v� / ,max � w W N w z F-�� z C Z D z W w 0 z v V) - O J 0 ,- U ,.iii O 0 u. v o C C z _ '^J a V C C 0 Q U zU � ++ v .- u � O i r^� � N V l v v N Q) 0 x +. as w O C C W 0, 0 V ° _I Q O '� 1 T U �; y Z v w �, w ", W z Q z ° O w .-' U (n � J N J C W W o 0 U O 00 Q ,_ �o as °0 �1 > ,F DC U O O U -- �(n ui 0 U F{_{�. _ ��. ° � �-0 0 LWu ? E � _ 0 •- n to -°v - 0 JOB NO. Q a 112066 ,° 0 m > SCALE ° .N 1"=50' m C a a SHEET NO. a o 5 ° -~ v v Imo- 3 .., 3 4 . I i • 8.3 1 SEE NOTE TI. OS I- 4- MR. ! WALL THMINIMUM (PAIDASS DIAMETER N OPTIONAL VARiATIIONS AVAILABLE NOTES; TEE SEiCTION WHEN SPECIFIED AS A MODIFiED 8-3 it SEE 6EtNERAI- NOTES FOR ADDITIONAL, N#'ORMATIGN ON WEEP HOLES, STEP REOIARD EHTS, "H�"7i�3AIEt#SNK ETC. I r 2. Ar�TE�lr'W MEETIV TT•E A'L J T OE 9L NARY � 9NNTN1i &'FoR HAT t HEREON. I , 3. THE PRECAST BASE SECTION 6 TO CONFORM TO THE REQUIiEMTS OF AASHTO 10M. - �' -'-I- 4. THE PRECAST ACTION IS TO COWORM TO THE RE4UPEMENTS OF AASHTA MV% ' I EXCEPT THAT M INUM WALL THICKNESS IS TO BE 5". 5. THE BASE SECTION IS TO 8E THE SAME DLASS AND STRENGTH AS THE ADJOHM M CULVERT AM THE TONIDUE AND (JROM JOINTS ARE TO 9E OF AN IDENTICAL GESIGW SECTION 6. CONCOOM MSER SECTION MAY BE SUBSTITUTED 'NREM #MOVED BY TUE ENGINEER• ELLIPTICAL TEE MANHOLE 7. OTHER MA111FACTU MS MONS FOR REDUCER SECTION MAY BE SUBSTITUTED WHEN AVROVED BY THE 01100M- 8. RETJUCER GTIQNS WITH PPE CHRO'XNS OR !ENTER LIES MATCHED ARE AVAILABLE M ,ADDITION TO THE MATCHED ti' INERT$ ;%WN HEREON, �"" T IL WELD ANSI SPLICE LONGITLDINAL AND CIRCtJ� EREN ITIAL STEEL. OF RISER AND BASE SECT TO MAINTAIN d' GQNTi IT•Y OF #tF01110 ME11T. .- 10. HMD OR PFEUMAi tAL.LY Pt" MORTAR RTAiR AND SHAPE INTO COLLAR iL RISER SECTION PAID AS STNom CROP INLET OR Llai. FIT. MANHOLE DEPoom ON use OF STRucTfxJRE T?� gWE PLAN MANHOLE TEE BEND ol 1 STANDARD PRECAST BASE UMTS MAX. DEPTH (H} 25' GIEOTEXTWE DRANAGE FAMC TGt�AP T -C* AT TOP) PAVED SHIDULDER i'A1VN1 TERIAI .:'e:'.i� . a .; - St"AD gWT5E7n_PPE#.. SEE NOTE I -- •s V!57 A134MOATE, 215 2._. -p- AMIREDATE OR C�fSWD CLASS MEETRVG +x8 VO4"A� CRADATMNI REOLMDAENT, . I (EVGE OF PAVED R! . . PAVED SHOULDER SECTION oO e•a i PAVED sxM ENDWALL FOR LONGITUDINAL PERFORATED PAS uQ-+ a GENERAL WATER & SEWER CONDITIONS ' DIAMETER OF PPE CULVERT stJ�alzED REN NII.2B AGATE JExtE"T� 70P OFCUTTOE aw IT ° ° , 14 ORusHKVc STRENGTH TYPE OF PIPE Is" tIIRAINA&E FAYE1,iEHRT a.• ,,,- •x- y- �, Zr OR 24" 2T' OR 30. 33.OR 38" .. W.T. 4- HKUA� DIAMETER' 0'-6" $L�BASC LAYlYR UBGR'.'S. `'* �* OU ;I V-11" 11-0" r -p» SMOOTH, WALL FYC .103 O' -1r I SuecRADE f -W r-6"' I CORRUJ6ATED PE AASMTO W252 . I � SEE NOTE 1 i57 A ;ATE: il8 A GATE OR PRIM 11-0" 2'-2• " . . . . , r.G< CLASS MEETIViI # GRADATMDN REQUIREVO1T.. . ' NON -PERFORATED OUTLET PIPE FOR USE . 1'-3" r -N5'" UNDER COMMERCiAL ENTRANCES AND FOR OUTLETS IED" OF PAYED SHMM) ) . F d-6" a-11" aP1'RENGTH TYPE OF PPE R#" " O`_r O'-9" O'-9" H # w T O,AIJETER r -Tr PAVED SHOULDER .SECTION . "' . 3`-9" 4'-3" SMOOTH WALL PVC .103 L (FOR USE WITI4. STABILIZED. OPEN -GRADED DRAINAGE LAYER) W -O" 5'-O" SMOOTH WALL PE 70 PSi MMMN 10'-O" LMRCJMN SHALL M CENTERED UHDFIt CURS LAM GUTTER. 0 N WALL THICKWSS om - MI4`FE`S . W -iii" tY-2" XXTESTED ACCORDING TO ASTM 0-2412 AT 5x DEFLECTION. GEOTEXTLE DRAINAGE FAWCNN W -3Y" b I (OVERLAP T-0'• AT TCP) -t/4" W -lilt" DOW,! GWE OPEN GRADED --PAVETAMIZEIDMENT i=. -: 01-3" 10'-2" � SHOULDER DR:AKA+ E LAYER S€E NOTE 8 +. W -Ir Ft1RATEI} SLVSASE LAYER "a•'<''•" ." - 1T 0.241 MIANN LIVE PAV£kW PtfSd•P Y Gt7t�d)GTHNt PI SUB4RiE EET PiPE I 1.319 1 - -- � NOTE 1 •0" CA PETE I _E$ �M13LNE1'f f 057 AGGREGATE. #ei AGGREGATE OR CRUSHED 4- w 1 0.739 IT'D. LlCH-4 RE4'D.�y f sT'D. IND 4 REND. GLASS NEETM #6 GRADATION REMMEMENT. 3.145 / 11 CURB AND GUTTER SECTION W -511j" III (FOR USE WITH 'STABILIZED OPEN -GRADED DRAINAGE LAYER) V -VI" SHOULDER I`� $� 0'-3" I 0'-3t" 1 PAVEuEMFT . NOTES- Ol4VslI �s 1, 4-. kVNIMtJK PROVIOE01 ATTAINING MINW101 4" OF AGGREGATE ON TOP OF PPE . U)Z EDG RaAAI , i IN GORE AREAS .. 2. WREN THt LOIQTUDWAL P1112t CONWCTS DIRECTLY I+LO A DRA94AM STRUCTURE w GMP KET. MANHOLE, fCT.). NON -PERFORATED OUTLET PIPES ARE NDT REQUIRED. 0.502 0.65 5 3; INVERTET E6FATIClH AT .OUTLET END OF OUTLET FIFE TO BE A Mr�A1LIMR OF P -(r b5OD T.6tN A90VE INVEL?T EtEVATKM Of RECEIVING DRANAgE orrm OR STRUCTURE. 2.312 2801 4, ALL CL1lINEL:THM (ELBOWS.WYES,ETC.)WITHIIII PAY LIMITS FOR OUTLET PIPE -` - ARE TO THE SAE, CRUSHkG STRENGTH) AS THE OUTIIET PIPE. COMMERCIALSIDEWALKDpEE NTS NPAVED 'SPAM 15; OUTLET PIPE'S Aim TO IE INSTALLED ON 22 MR4. L3% DESIRABLE) GRADE AND PERFORATED LOCATED EVERY 350-MAX1MN OR1. AS NOTED ON PLANS. � DRAIN PERFORATED 6. OUTLET ETIFIE.PIPE: TO BE SECURELY CONNECTED TO EW -t2 OR OTHER DR2MAOE s o TRENCH WITH ) DRAM, P GATE PIPE 7. WITHIN THE LII o OF A COMMERCIAL ENTRANCE, lN0N-PEIEORATED PIPE SHAiLL BE z UTILIZED iN LIEU OF PERFORATED PPE. MAINLINE ROAAWAY 8, THE LENG'TRI OF PIPE BETWEEN THE WYE CONl1ECtION AND THE EW -12 SHALL BE SrD.Ctl#t8 - J �c U LIMITED TO NO MORE THAN T-0" TO PERMIT CAMERA WSPEICTION OF THE MAIN LW ILA GUTT#at UI�RDRAIN BETWEEN THE LIMITS O S'T'D. cum _ RN ETTHER DIRECTXK COMMERCIAL £HRTRANCE CURB RETURNS M GLITTER /�w] WLL BE NON -PERFORATED PLS• 9. IN SITUATIONS WHEN FULL. DEPTH OF STABILIZED OPEJV-GMED MATERIAL CANNDT ` ' Se V { BONDER MAINTURAINED UNDERCURB AND GLITTER, NCO. 218 AGGREGATE SHALL BE USED -0 a x GATT O W NO, 21 B AU"GR€GATE MAY ALSO BE USED FROM TOP OF STMUUJZED OPEN -GRADED MATERIAL LAYER, AND CURB MI} GUTTER. � L r ` ENCS'. STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STANDARDS 244 .. (n .. = .. REYMON DATE SHEET 2 OF 2 501 VPMA DEPARTMENT CF TRAN5PIDRTATION F.: F.:E-1 _j�+` __jU 701 3 rn z I1.4 1GRoF Ji -- I A-1,10 S 0-1 N!% i b "w ___ a['. Si APE TO BE EEYELFD _ . ...... . so H ttltTH M tTAR I t ► . ° - --- ,,_00 NOT BEVEL INERT f - Ism = im L Is -c-i NOTES= I "Ht" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL I_ BEVEL EDGE NS REQUIRED ON TNQKE�EADWALL AT TI$ INLET END OF THE WOLN D PROiTLLAE ABOVE SFXHA OER INE. IN NO CASE SHALL TOP OF ENDWALL Ct! VERT tWHETRE THE FLOW THE GULVT RTI. PRO.ECT ,ABDYE FL.L SLOPE. Q1TGH SLOPE. OR SHOULDER. 7' 2. THIS ITEM WY BE PRECAST OR CAST IN PLAICE. EpE OR BES T} CULVERT MAY BE EITHER SAti/ 3. ALL CAST iN PLACE CONCRETE TO BE CLAS A3. FOR PRECAST SEE SHEET B. ON SHALLOW FILLS WHERE ENDWAJLS ARE 1' OR LESS BELOW SHOULDER 101.02.THE TOP OF fiLE ENOWALL SHALL BE CONSTRUCTED PARALLEL TO THE 4. TSTANDARQ TO BE USED WITH STRAIGHT CROSSINGS AND ALL SXEAMS OF THE ROAD, t0" TO 45.1. 9.70 CHM U MAY BE PROVIDED ON ALL EDOES AT MUWJFAC'TURER'S OPTION. 5.HEADWAILL TO BE BEVELED M ALL AREAS EXCEPT WHERE A COiFLICt WiTH WERT OR WINDMILLS oca.R. EW -1 I I EW -1A 703. ENDWALL FOR CIRCULAR PIPE ;GUTTER GENERAL WATER & SEWER CONDITIONS ' DIAMETER OF PPE CULVERT =TEXTILE DRMUGE F.IPIRIC '14" (OVERLoW I' -V' AT TOP) JExtE"T� 70P OFCUTTOE aw IT ° ° , 14 R2" Is" 18" Zr OR 24" 2T' OR 30. 33.OR 38" A W-00 0'-6" O'-9" V-11" 11-0" r -p» a O' -1r 1'-r' f -W r-6"' r-9" r -a' G r-4• T-7" 11-0" 2'-2• 2'-6" r_r D 1-0" 1'-3" r -N5'" r -a• r -e' 9-0' F d-6" a-11" Cy -B" O`_r O'-9" O'-9" H r-3" r -Tr 3'-2" 3`-9" 4'-3" 41-9" L 4'-O" W -O" 5'-O" 61-0" 10'-O" 12'-O" 0 7-fi/N" W -iii" tY-2" 0,-2ve 0'- " W -3Y" b I 7 -1 -C -t/4" W -lilt" 0'-2• 1 a-2Ve 01-3" 10'-2" B' -TT' CUBIC YARDS OF CONCRETE W -Ir S CONIC. PrEl 0.241 1 0.402 1 0.697 I 1.319 1 21*7 1 2.947 CA PETE I 0.237 I 0.521 1 0.739 1 1.D99 I 3.198 I 3.145 703. - - / 11 = FINAL PLAN GENERAL NOTES, ENDWALL FOR ELLIPTICAL PiPE . ;GUTTER GENERAL WATER & SEWER CONDITIONS , ASI SHALL ,� CENTEiL£D L EIt , , SIZE OF ELIAMAL PIPE CULVERT !SPAN x Rim) =TEXTILE DRMUGE F.IPIRIC '14" (OVERLoW I' -V' AT TOP) JExtE"T� 70P OFCUTTOE aw IT ° ° , 14 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE LNST.AJ31112Ei) - ` . _.'o--' CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. � vuellA� " 42"x27' + - � r 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN INDITE i #!57 ABATE. #9-4" PIpE ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN GLASS `'� '°R ile La.Ass 7�ETLNa oe ' INITIATIVE, LOCATE ALL UNDERGROUND LINES AND S7RUCTURES, AS NECESSARY. CRADATON (Ef?L EMEHTT. . CURB AND (GUTTER SECTION 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND 01-"* SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. r-0" 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. B 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 1-5" 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP - - NDN -'t }�. OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER . . PVPE7Mapr"40Am $4 ELWW 1QS }ERTWbITATED 11 _. iND0TOA LINES, ETC. r�IPE L> ss' r�JLLREnAT� 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES . PRUMY pttTECTTgrf, TRENCH WI, . OF WATEIK FLO! 't�� WmAtm Ffflow ' 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A ET TIT, PICAIJ -" - FUTURE EXTENSION OF THE LINE. R CONTE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 46", WYE . CLAN CTL. PAY MiIT3 . UJ 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FOR OJTLET >'-0BprE EIMITWITH ' FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). . 45- EU"W - . EW -i2 . . . LTYPlGA4l . . OUTLET .PFE . . .. NO SME '° 5 1 A'11�IL.JI"SIZD PJ�IVEMEIJT EDEDR�IN �9" MAD NO BRIDGE STANODtAS240 SFEE7 i OF 2 I MSIO 1 DATE I 1 rl9_flCs1. VIA DEPARTMENT Of TRA)RSFORTATION flI CD -iI. 1 ► PI CUt T'AVEMEtVi Fto','TCH IT+ LIF CIST PAY LtMFTS FGFt ATYPICAL) WIL.ET PIPE 10 13IlAaE BEG N WITH 45` FlLL LIRGRADE LIW ELBOW � EDGE QF WFNT COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS - ICENTER LIFE SECTION t#AVtt. LANES /''4:, l . to=TM TYPE 1 SE,•ECT M.ATES:IAL) N *4*'4 . 45. .. ... .. . .. /._ ... . , TRENCH PN-ACEMEIdT EDGE O PAVEMENT PAY UNITS FOR 11 IR LUNE PIPE ITH TO i r _VT5t PAt #BENT SNA Its BASE L ' A -- - TOE OF Fit a is a s ours .0 e a 0 ,-* SIME / - 2 -ra ,* -,;I - i> - , - i - , 6 .a - +9 - es - a - *"�. -.<'S€LIE? MATfRIAI i PEI LIR II TTY COL) . a-�ruo=.a.a .�.'f t�:, ^ I... Y *51 c+ REGATF-, #8 ACGRECATE OR CMJSHiED � . .... < C_MMSI MEE7�M IS CR,ADATVN RtZOUiREh�'NdT`5 t oTEmF- ORAINACE FAQ FLAN VIEW �. o" (-r- (PLACEMENT OI:f}-i CCiINA'�TIt)I .UNCIEDi�INI oAl ---,PAVtiWW 'SWAG€ 1, BAS> 1? n tb O a 0 v to c'• a w o .'-w.•-•= SAMAS . OR CMtWT STMILI ED SUOBASE' . ...... +s -SELECT MATET#IAL TYT'€)IOR Nf of 1 Lt"a° e,v.': �; :?6"_00-0 rr tCIEtt1IfR LIMN€ STt,Eikf1ED► .... «< g57 AA; t£OATE. PS AG;fAEGATF OR CRtMED OFOTEXTIE GLOSS ME'15TING'#6 CIRADA110N IiET DIEKTS.. DRANAGE GENERAL. NOTESFABRIC, V-0 . 1. LIN4,ES5 SPEC117C LY IMOr-ATED, COMNATYON¢ 9NiMDR AIN WA NOT 13E . LOCATED AT THS POINT WHEN BOTHI SU58 ASE AM 5UE�GRAGf ARE STAN n=. .. 2. TRENCH SHALL BE FILLET! VATH AGGREGATE AND TH�MMLY HAND TAUPED TD I`ISURE C;JMPA✓ YNESS, . I+I�JIV-PERFORATE NUTLET PIPE 3, CUT RAE SHALL BE AT THE EDGE OF TJX TRAVEL LAME PAVEMENT AND . SHALE BE PLACED ON A GRADE PARALLEL TO 'THE SHGI ITER V +OPE 2 x i"RH: 0 x OESNRAOLD GRACIE, TH CR3 WI f T�C)1 %l�•if!IG STREhIYsT�I 4- O'ONt;LJr'RS AND GUTTERS'ECTICIN+NS,'i,'H[RC ITIS ��..E TO D S>~ TYK OF Rwi:+DIUTLETS PORUNUI€ICRiNS. THEY A9Z TO K LOCAT&D _SCO AS TO T14t WTO DROP J. 41 I110M1.IX4CT'ER W.T. 6'' Nom, DIAWT . mels OR AH ICLE9.- 5mwTH WALL PVC .101- a.t s5, LSI SUPERELtVAt£O SECTYNna, TH 514CH RS TO €I OMR ENTIRE P?kVIEWENT AREA lOTil W*` L PE '70 U SI NKM 70 PSI mxWITH IDUTLET PPIE ON LOW SIDE iXRLY. . & 'INVERT fLEVAMON AT (YJT1ET EfM OF D inXT PIPE TO BE A M $4KIM € r f -Cr ABOVE . . INVERT ELrVA713O1 OF FECEWING DRAINAGE DrICH Det STRUCTURE. I. 4tA¢ E i iIOMi ti�tN) - ki; HSS 7•, cohmTEOT mmw& A'TES, cup voiH N PIFs mrs FIR NTLET PIPE '+Vit TO E3E G THIS SAW CRUSHING STRENGTH A TMC oUFLET E. NkMi }t TESTED Afi9 i D6VG Tt! ASTM 0-2�J12 AT 5 9L v EFLECTN`JH4 0. L;L.MLET R'' TO DE EMRELY Y CONNEtTIW 0 Eilt-1.1` M 0TH,m I� . !$tRWtUR1E, . . 5T1•RNDAR C+O .31NATION MERDRAIN SPECIF04CE I REFLT'rEN+HCE . " e.f`07 .: RAT LOWER EIND OF CUTS) 22, 106.fl4 VUR WA DEPMTM{ENT U TRAM TATION - __ I - -1 i F 7GI CRI- 2 �tk LIMITS OF PAY OUTLET PIPE Ftp PART TOP OF CUT SUSGRADETOE OF FILL -12 I•L• COMlMNATION LIIDFx Ml 'M DRtT1'PIGAL!^'� T+' SHOULDER UK LIE ( 41 _.. EDtiE tOF PAVEMENT COMBiNATION UNDERDRAIN CCI -2 ON FILLS I I ; .�• TRAVEL LANES CENTER LIiESECTION (WITH TYPE 1 SELECT MATERIAL) riE EDGE OF PAVERELVT SHOULDER LIME TRENCH PLACEMENT �� TIDE OF FLL wa-PAVEMENT SURFACE a BASE cams OF PAY FTIR 0 0 417 0 a a 0 0 a 0 •-W SUBBASE OUTLET PPE .0.9.0. 10.44-9 #-o'o• -.*.-s=T MATmAL TYPEioRa PLAN VIEW 'SHO1lMM PLACEMENT OF " «««w #37 AwREGATE. #aAGGREGATE OR CRUSHED CD -2 UNDERDRAIN «:AA .A- A. CLASS MEETING #8 GRADATION REOU IREW 3. ITS *" NON -PERFORATED OUTLET PiPE FAWC Oii CRUSHING STREM TYPE OF PPE • " (NOIR. 01 SMOOTH WALL PVC .V3 O.t53 �i-PAVFNT $ISIFACi !e BASE SMOOTH WALL PE ;O PSI N4NfiE 70 N14iNE a p o 0 0 0 a o 0 .wR-•• SUBBASE OR CANT $TABK.iZED SUBBASE o•o• o ...•.. . U . ry. o , a .-"t.-.-SELECT (IMTERIAL iYPEII OR S ommE a 1 i•0.0 - «, A • 0 s {CEMENT 3R LW STAB «w• iN iNAI.I THICKNESS RMtfND - INCHES 057 AGGREGATE, #13 A(GREOATE OR CRLISFED #NEVETESTED ACC©RM0 TO ASTM D-2412 AT 5XDEF ECTIfON. OR TEA T-iY' GLASS MEETING #8 ADATREQUI�NTST . FABRIC �DNI GENERAL NOTES t TRENEH SHALL (E FILLED WITH ALIGHIEGATE AFRI TH R0U0H1LY HMD TWO TO INSURE t�l+(PACTiESs- APPROAICH SI.AIB PAVl:ML')IT Z. OUTLET PIPE SHAT. BEGIN AT TIE EDGE OF THE TRAVEL LANE PAVEMENT AM P MEIN. (= SHALL BE PLACED IHV A GRADEARAIJ„a"Lt. T'0 THE SiRC SLOPE 2 X DESIRABLE) GRADE. 2 ASE 3. ON CURB AND GUTTER SECTIONS, v"m IT IS SIPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDETRDMW. THEY ARE TO NE LOCATED SO AS TO DRAIN NATO DROP 5'-O NETS OR MAININOLES, - .- RECITE F (T. MATERIAI TYPE Z 4. ON ELEVATED SECTIONS TRENCH IS TO BE OM PAVEMENT AREA 5 N4 119 t6" MINI. DEPTH! WITH OUTLET PIPE ON LOW SIDE ONLY, 3 INVERT t3 EVA11GkV AT tkltt E T END o PIPE TO BE A MINIMUM OF Is AfiOVE INVERT ELEVATIONI OF SEtEIVNA3 OR DITCH STRUCTURE. PLACEMENT OF APPROACH SLABS $UNDERDRAIN AT L � g OF THE SAM �, , AS THE PP SS FOR OUTLET PK JIK TO BRID7. OUTLET PIPE TO BE SWAW .Y CONiNECTED TO E"MT-U R OTHER DRNNAOE 6M NM STANDARD COMBINATION UNDERDRAIN 232(AT GRADE SAGS AND BRIDGE APPROACHES) 60 _VRGMA DEPARTMENT Or TRNISP'ORTATION 701 mm - .. I . . I I PLACE 5' '�A.LVAN[?[z ' '�"ITIIE55 PAST ''iT}U _AF'P£[� ENDS PA,I`.iTED SLUE IN F,EHvtOTE AREAS . I AS DIRECTED. MARKER LOCATION MAY BE SUkJEC � I, =� HIGHAAY DEPARTMENT .APPROVAL. ,[ HFINISHED -RADr `\ I1. �____ EI_______= WATER ADjUSTAELE 'VALVE BOX W LID M_J, CA T E VALVE ENDWALL FOR ELLIPTICAL PiPE . . " LINE , 2501, r.S.i. I I . CONCRETE,5, A 2'X 2' SEARINGAREA• T FIR€_=ST BLOC d a ' v . A . a N01E.': W REMOTE AREAS, VALVE BOXES SHALL EXTEND SAX {ra) INCHES ABOVE GRA TYPICAL GATE VALVE NTS . FIG. W - 5 TD -8 ,r ;f,��r.� . ': s` REMAINING BACKFILL SHALL. 1. . NOT CONTAIN ROCK MATERIAL .. , ,m; , LARGER.THAN 5" IN A.NY,,, , . DIMENSION. I. iNTiAL BACKFILL4, 8"MIN, ;6" LIFTS'} EMSEDMEN " THOROUGHLY COMPACTED Sr --X4G. LINE �""'-� BY HAND OR APPROVED OF PAPE. ( �} 141ECHANiCAI .TAMPER �/ HIAUNCHING NO. 6S STONE . .. BEDDING 6" Max . . 4` IYtiTl.. . :. . . FOUNIDATIOra {SHALL 8E .. . REQUIRED WHEN SOIL . , . +, .. r C NCJ:Ti 1d� ARE UNSTABLE �` G fl E B E (ALL PIPE) . - . ''� 1. -.NOTE . 1,OPEN'CUTS IN .PI A.V.E.. AVED 'AREAS WITHIN EXISTING VD0T. RIGHT -OF -WAIT SHALL .IB . . .. E . BACKFILLED ENTIRELY WITH NO, 21A STONE.- .,' 2, FOR ,DUCTILE IRON PIPE THE', BOTTOM OF THE .TRENCH SHALL .B E, SCRAPED ,'. AND COMPACTED, AND:.ALL'STONES REhiGi'ED ORA 4" _BEI.�DING OF.'NQ. 68. . STONE SHALL 'BE.: PROVIDED r. . . .. . ... . ... ,'WHERE €ROCK IS ENCOUNTERED. PIPE SHALL BE liNS�'ALLED ON A ivlll+JllvlUM 6" BEClC'lih OF NO, .6BI I. STONE TYPICAL .SEWER:' PIPE :. . I INSTALLATION. -IN TRENCH . .I. I. ... .y . . .. , . .... , ,;: , ' '.ITV 3 S .: . . ', . I. .. , ., . II FICA. S` 3 . ., . .. ... . .TD -28 STANDARD ENDWALL FOR PIPE CULVERTS 12"-38" CiRCULAR AND 23"xi4"-53"x34" ELLIPTICAL PIPES YtFi m WARTIIENT OF TRIWSPORTATION GOOD FOUNDATION. MATERIAL... ROCK'S FOUNDATION MATERIAL a& - . . t -_n 1 I .. ' '4+: T WAIN . A I s�4'�'.E. WIT1AL BACKF L S. 0. ;t. MiN. .:: MIN - ---- 6' BEDDING " k68 STONE, %ir.'.,i'' STABLE SOIL ROCK . I t SCRAPE THE BOTTOM OF THE TRENCH. 'REMOVE ALL STONES TO 1,1SURE THE PIPE DOESN'T REST ON ROCK AND THEIN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF . #68 STONE, FOUNDATION IN POOR SOIL UNDER - CUT CONDITION ,' . 4 MIO) PT ,I BACKFIL 14"' A J I UNSTABLE s" " 8, SOIL Hi IN MINN N.1IN MIN ''\,, � . 7� STO N E .'. _- GRA1+iULAR FILL AS _ APPROVED 3Y .ECLAT :' _ >-, .ems i' r `� _ A' ".'L9 � ,�L"C?H '�0 "STABLE SOIL OR ROC NOTE . 1,N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2.1,10 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALL+OWEC) ABOVE THE INITIAL BACKFILL. I. 3.THE INITIAL BACKFILL SHALL BE PLACED' AND COMPACTED IN 6' LiFTS. 4.P,I0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 1H THE TRENCH. . S. BE HOLES SHALL BE DUG OUT IN ALL CASES.: DUCTILE IRON WATER . PIPE INSTALLATION & BEDDING NTS . FiG, 'A`- 2 TD -2 SEWER SERVICE LATERAL CONNECTION NOTES: . 1. WHERE A SEWER SERVICE LATERAL. CONNECTS TO A MANHOLE : . AND NO INVERT' ELEVATION FOR THE SERVICE LATERAL 15 . INDICATED , THE TOP (CROWN) ELEVATION OF THT .SERVICE . LATERAL PIPE SHALL BE AT LEAST 0.2' HiGHER THAN THE TOP (CPOVVN) ELEVATIJN OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, . . 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED ED USiNG . A PIPE SAbDLE. . ?. MINIMUM GRADE FOn, SEWER SERVl1°vE CONNECTION SHALL BE .2% (LSI" FEG.FJT) - 1. 4 ALL SEWER LATERALS. SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4'. .. 5. ALL SEWER LATERAL: SHALL HAVE A 1v1iNUA :M COVER OF 3 FEET. ... ...II SALT . TREATED , . . . FINISHE'D.'GRC}UND 2.:.x 4 MA RKE1i' . . . . . . . . � � � . I [= ____ _:7::::= � u . . P)UG:END OF MAiN LIN . SERVICE LATERAL SECTION I. 4S `:p`LO". .. . . IN .LiNE WYE, -TES PLAN .. . VARtfaS .: .'_ ,SEWER SERVICE _LATERAL: CONNECTION . .. N,T,S.. . F itS. 5 - 2 .:.. . . .. TD -27. : . ENDWALL FOR ELLIPTICAL PiPE Cd- 2 z • L PLAY FOR 0') SIZE OF ELIAMAL PIPE CULVERT !SPAN x Rim) "R�� JExtE"T� 70P OFCUTTOE Q .2PX14` 30-x111" 1 34"x22" 3n24" 42"x27' 45"IL29" 4rx32" 53"x34" A 01-4 O"-9" O -Tip" 0'-11" 01-"* r-0" r-0" N -O" B !-3" 1-5" ?-6" T -W r.r 'T -Ir f-ir I,_lr C 1-8" r -1T' 2'-1" r4" 2'-5" 2'-7" 2'-6" 2'-&' D r-2" r-7" 1'-14" 2'-0" SMNOOT" WARM PVC .103 O.R53 -W-PAVEMENT SURFACE Is BASE 5100TH WALL PE 70 P5I X)f3N 70 PSI *X* r-iD- F 01-W W-6" O'-9" 01-0" W-9" O' -B" W -W, O"-8" H 2"-10" 3'-3" 3'-7" 3'-9" 41-0" 4"-2" 4'-5" 4'-7" L 8'-5" r -x" 6'-6" 911-2" 10'-2" B' -TT' i'1'-•1" W -Ir S r --1r' r-6" r-ir 3'-2" 1 3'-6- 31-9- 4'4' 4'-5" a 0'-24" 0`41" 0'-3VVe O`-4" Q'-4Sj" LP-4'Ye O'"3- W -511j" III 1 O'-2" V -VI" O'-04" 0'-3" I 0'-3t" 1 O'-3VV 1 014-1 Ol4VslI Z (IF RtQUIRED) U)Z CUIr3C YARDS OF CONCRETE 3> 11 METER w OA1C, am 0.502 0.65 5 1.238 b5OD T.6tN 2.101 2.312 2801 STANDARD ENDWALL FOR PIPE CULVERTS 12"-38" CiRCULAR AND 23"xi4"-53"x34" ELLIPTICAL PIPES YtFi m WARTIIENT OF TRIWSPORTATION GOOD FOUNDATION. MATERIAL... ROCK'S FOUNDATION MATERIAL a& - . . t -_n 1 I .. ' '4+: T WAIN . A I s�4'�'.E. WIT1AL BACKF L S. 0. ;t. MiN. .:: MIN - ---- 6' BEDDING " k68 STONE, %ir.'.,i'' STABLE SOIL ROCK . I t SCRAPE THE BOTTOM OF THE TRENCH. 'REMOVE ALL STONES TO 1,1SURE THE PIPE DOESN'T REST ON ROCK AND THEIN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF . #68 STONE, FOUNDATION IN POOR SOIL UNDER - CUT CONDITION ,' . 4 MIO) PT ,I BACKFIL 14"' A J I UNSTABLE s" " 8, SOIL Hi IN MINN N.1IN MIN ''\,, � . 7� STO N E .'. _- GRA1+iULAR FILL AS _ APPROVED 3Y .ECLAT :' _ >-, .ems i' r `� _ A' ".'L9 � ,�L"C?H '�0 "STABLE SOIL OR ROC NOTE . 1,N0 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2.1,10 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALL+OWEC) ABOVE THE INITIAL BACKFILL. I. 3.THE INITIAL BACKFILL SHALL BE PLACED' AND COMPACTED IN 6' LiFTS. 4.P,I0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 1H THE TRENCH. . S. BE HOLES SHALL BE DUG OUT IN ALL CASES.: DUCTILE IRON WATER . PIPE INSTALLATION & BEDDING NTS . FiG, 'A`- 2 TD -2 SEWER SERVICE LATERAL CONNECTION NOTES: . 1. WHERE A SEWER SERVICE LATERAL. CONNECTS TO A MANHOLE : . AND NO INVERT' ELEVATION FOR THE SERVICE LATERAL 15 . INDICATED , THE TOP (CROWN) ELEVATION OF THT .SERVICE . LATERAL PIPE SHALL BE AT LEAST 0.2' HiGHER THAN THE TOP (CPOVVN) ELEVATIJN OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, . . 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED ED USiNG . A PIPE SAbDLE. . ?. MINIMUM GRADE FOn, SEWER SERVl1°vE CONNECTION SHALL BE .2% (LSI" FEG.FJT) - 1. 4 ALL SEWER LATERALS. SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4'. .. 5. ALL SEWER LATERAL: SHALL HAVE A 1v1iNUA :M COVER OF 3 FEET. ... ...II SALT . TREATED , . . . FINISHE'D.'GRC}UND 2.:.x 4 MA RKE1i' . . . . . . . . � � � . I [= ____ _:7::::= � u . . P)UG:END OF MAiN LIN . SERVICE LATERAL SECTION I. 4S `:p`LO". .. . . IN .LiNE WYE, -TES PLAN .. . VARtfaS .: .'_ ,SEWER SERVICE _LATERAL: CONNECTION . .. N,T,S.. . F itS. 5 - 2 .:.. . . .. TD -27. : . \ E E 0 [V E M u N Sm�' 0 �-iv E w to m w= KZ NW ~coo om o W J J W 00 u V y Eo L)1:Na E -U E v 71 Ll EW Na �U W " N- 0 0 a o �. �/ a E ¢x 0 E o EI- O <'l -V' cE0� .H ELo tD Q Nto EU N' -A NQO W w w¢ "mow w to J 0 G^_ o- Z Lo t 0 0 < E Q (1)>z uj0 E� & E J) -, u � ro U v17�_ r-+ E r MJ \E I 00 \t0 Z o E to vOm r -,to u O 1p a a 0 orEoE o,- £ 04 • a- E e :5 EU N O) \rl O E �N .d N r l0 N Ei W to N ,-.A Go GL N u. O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -25 NOT E: HYDRANT MUST,6E. EQUIPPED WITH CHARLOTTES- . :`ILLE THREADS WH1C,H IS TIE.LC)�AL STAH.DAP,D. 1 LENC3TH OF BRANCH VARIES 5' 41IIll 4 L© ) > (i . �+.ALVE SOT . I 1,CLI. rT. 1$" I A6E S:OP1 I . 361kiiN 9c o a' , , 7.. O' GATE I . . VAL1'E � : . i. r .. i.>I ." TEE 2500 P.S,f. CONCRET '�'' ; . a BASE ANTHRUST . ;I; i'i u>• ;' . BLOCK AGAINST UNDISTURBED STABLE' \'' �' . Solt-, STEEL TILE - I Sls' THF I enDE FOGS 7 WHEN THE .501',L IS DISTURSH) OR WHE MAIN IN ALL ItNSTALLATI'ONS• A HYDPAINT 15' LOCATED IN A FILL, ANC'_ 'R . RODS SHALL BE GALVAN'ZEO A T - Z THE VALVE TO ,HE HYDRANT WITH 2 X14' OR ASPHALT COATED THREADED ROLLS IN ADDIT?C)N TC, POURING . CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : . 1, SQRR'OUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INC_tJDtNG DITCHES ) . 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE .HYDRANT AND VALVE BOX. 4, THE `ATE VALVE IS ALLCYiED IN SHOULDER OR '8E11I14D THE DTCH. 17 IS NOT ALLOWED IN T4E DITCH 5. FIRE HYDRANTS SHALL 8E IHiSI . C AT LOCATION$ WHERE WEEP HOLES ARE ABOVE THE PREVAILING GiROLINUOVATER ELEVATION. F= REOL"RED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL . h:T.S• . F IG. W-4 . TD -7 [COVER LIFT NOTCH 14 1/2" Cd- 2 z • L PLAY FOR 0') OUTLETOf "R�� JExtE"T� 70P OFCUTTOE Q r FILL- LLJ tTYPIOAAoJ r, SHOULDERLINE �• 18" METER BOX . •. LOPE �__ EDGE OF PAVEMENT COMBINATION UNDERDRAiN CD -2 ON FILLSI C ilo' TRAVEL LANES CENTER LIRE SECTION ` r� QM TYPE ISELECT MATERIAL) EDGE OF PAVEMENT 0 ioUQEIR LINE TRENCH PLACEMENT tCm_ 'I`Ii TOE OF FEL. .t-PAVENNT SUIPACE r. BASE f w p z 0 14 LIIM OF PAY FOR 0 n o a o 0 o a a 110•- SUBBASE OUTLET PPE -o•o•a -0 .6... p 'b^c"o .,F_SELECT MATERIAL TYPEIORD[ PLAN VIEW SHOWING PLACEMENT OF PLAN } I .....44c-#57 AGt2REGATE. #a AGGTEGATE LIR CRUSHED CO -2 UNDERDRAIN <... GLASS MEETING #B GRADATION REQUIROMNTS. p w DRAINAGET-0" NON -PERFORATED OUTLET PIPE w w OR CRUSHING STRMTH _ TYPE OF PIPE " " NOM. DIAMETER NTS SMNOOT" WARM PVC .103 O.R53 -W-PAVEMENT SURFACE Is BASE 5100TH WALL PE 70 P5I X)f3N 70 PSI *X* In* .0'.0 ao 0 a a o. w -. SUBBASE OR CUEMT STPD SUBBASE Z- -w•-- SELECT MATM& rMEY OR StBMAM .. • t :<0; 9.0..3L. ttEMENT OR LIME 5TABL12ED) «««« W WAIL THICKNESS tMbG -NICHES #57 AGOWCATE, #8 AGGREGATE OR CRUSHED OEOTEXTLE GLASS MEETING •8 GRMIATiR#i REOIiREMENTS. G/j XXX TESTED AGCORDM TO ASTM 0-2412 AT 52 MUCT°KONi. PABA 11 9 GENERAL NOTES METER IS NOT PROVIDED. "I, L TSI SHALL BE FILLED WITH AGGREGATE AND THR OUGHLY HARD TAWW TO 1- :30- INSURE COMPACTNESS. PPROACH SLAB AVEMENT ?• OUTLET PPE SHAD- BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 9tRALl PLACM ON A GRADE PARALLEL TO THE SHCU.OER SLOPE 2 X MINA= . --^ LOIRIDGE OE^�RABU.EI GRADE. CD -2 3 ONIMPOSSIBLE AND GUTTER �Y PtlOATEQ TOASOTHERWISE AOR CDT�ly_ar$GZME iD t DRAIN) INTO UT S �f 5 MARHOLES GA7E BASE MATERIAL TYPE I O.2>$ !t}" 1WI. tEPTHl 4. ON SUPS;ELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAYDA NT AREA WITH tlUTLNE7 PiPE ON LOW SIEE NlHI,Y- tl- FINISHED GRADE 5. OUTLET N OF 7-0" A60YE PIPE TC RIR OROF VEI�A� ELEVATION RECEIVING �8RRA PLACEMENT OF Ci? -2 UNDERDRAIN AT 6. ALL CONVECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LI MS FOR OUTLET PIPE Alt TO BRIDGE APPROACH SLABS BE LE THE SALINE CRMO STRENGTH AS THE OUTLET PPE. 7 Ot�TtPIPE T8 BE SECL ELY CONNECTED TO E* -*M OTHER DRWAlE • TION STANDARD COMBINATION ti DERDRAIN o RAT GRADE SAGS AND BRIDGE APPROACHES) L 50f OUTLET) L REV l3lG 701 VIRGINIA WAtRTIIN:N't OF TRANSPORTATION !08.08 ;- \ E E 0 [V E M u N Sm�' 0 �-iv E w to m w= KZ NW ~coo om o W J J W 00 u V y Eo L)1:Na E -U E v 71 Ll EW Na �U W " N- 0 0 a o �. �/ a E ¢x 0 E o EI- O <'l -V' cE0� .H ELo tD Q Nto EU N' -A NQO W w w¢ "mow w to J 0 G^_ o- Z Lo t 0 0 < E Q (1)>z uj0 E� & E J) -, u � ro U v17�_ r-+ E r MJ \E I 00 \t0 Z o E to vOm r -,to u O 1p a a 0 orEoE o,- £ 04 • a- E e :5 EU N O) \rl O E �N .d N r l0 N Ei W to N ,-.A Go GL N u. O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -25 NOT E: HYDRANT MUST,6E. EQUIPPED WITH CHARLOTTES- . :`ILLE THREADS WH1C,H IS TIE.LC)�AL STAH.DAP,D. 1 LENC3TH OF BRANCH VARIES 5' 41IIll 4 L© ) > (i . �+.ALVE SOT . I 1,CLI. rT. 1$" I A6E S:OP1 I . 361kiiN 9c o a' , , 7.. O' GATE I . . VAL1'E � : . i. r .. i.>I ." TEE 2500 P.S,f. CONCRET '�'' ; . a BASE ANTHRUST . ;I; i'i u>• ;' . BLOCK AGAINST UNDISTURBED STABLE' \'' �' . Solt-, STEEL TILE - I Sls' THF I enDE FOGS 7 WHEN THE .501',L IS DISTURSH) OR WHE MAIN IN ALL ItNSTALLATI'ONS• A HYDPAINT 15' LOCATED IN A FILL, ANC'_ 'R . RODS SHALL BE GALVAN'ZEO A T - Z THE VALVE TO ,HE HYDRANT WITH 2 X14' OR ASPHALT COATED THREADED ROLLS IN ADDIT?C)N TC, POURING . CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : . 1, SQRR'OUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INC_tJDtNG DITCHES ) . 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE .HYDRANT AND VALVE BOX. 4, THE `ATE VALVE IS ALLCYiED IN SHOULDER OR '8E11I14D THE DTCH. 17 IS NOT ALLOWED IN T4E DITCH 5. FIRE HYDRANTS SHALL 8E IHiSI . C AT LOCATION$ WHERE WEEP HOLES ARE ABOVE THE PREVAILING GiROLINUOVATER ELEVATION. F= REOL"RED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL . h:T.S• . F IG. W-4 . TD -7 [COVER LIFT NOTCH 14 1/2" z z 12 1/2" 12 3/8" 0') I 11 -"` WATER Q CAST IRON LID LLJ Lu �• 18" METER BOX . •. p �__ - --- - 1, � I- �� . !, 11!l J 0 ,\d 0 18" 11 S - 6 EXTENSION 6" w p z 0 14 U} _j 1-1a Y PIPE SLOT Z O a Z O a (2 PLACES) z pp w NOTES: p w (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. w w TYPICAL METER BOXES (5/8"=1" METERS) NTS qz0 ii FIG. W-7 U) TD -10 \ E E 0 [V E M u N Sm�' 0 �-iv E w to m w= KZ NW ~coo om o W J J W 00 u V y Eo L)1:Na E -U E v 71 Ll EW Na �U W " N- 0 0 a o �. �/ a E ¢x 0 E o EI- O <'l -V' cE0� .H ELo tD Q Nto EU N' -A NQO W w w¢ "mow w to J 0 G^_ o- Z Lo t 0 0 < E Q (1)>z uj0 E� & E J) -, u � ro U v17�_ r-+ E r MJ \E I 00 \t0 Z o E to vOm r -,to u O 1p a a 0 orEoE o,- £ 04 • a- E e :5 EU N O) \rl O E �N .d N r l0 N Ei W to N ,-.A Go GL N u. O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D TD -25 NOT E: HYDRANT MUST,6E. EQUIPPED WITH CHARLOTTES- . :`ILLE THREADS WH1C,H IS TIE.LC)�AL STAH.DAP,D. 1 LENC3TH OF BRANCH VARIES 5' 41IIll 4 L© ) > (i . �+.ALVE SOT . I 1,CLI. rT. 1$" I A6E S:OP1 I . 361kiiN 9c o a' , , 7.. O' GATE I . . VAL1'E � : . i. r .. i.>I ." TEE 2500 P.S,f. CONCRET '�'' ; . a BASE ANTHRUST . ;I; i'i u>• ;' . BLOCK AGAINST UNDISTURBED STABLE' \'' �' . Solt-, STEEL TILE - I Sls' THF I enDE FOGS 7 WHEN THE .501',L IS DISTURSH) OR WHE MAIN IN ALL ItNSTALLATI'ONS• A HYDPAINT 15' LOCATED IN A FILL, ANC'_ 'R . RODS SHALL BE GALVAN'ZEO A T - Z THE VALVE TO ,HE HYDRANT WITH 2 X14' OR ASPHALT COATED THREADED ROLLS IN ADDIT?C)N TC, POURING . CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : . 1, SQRR'OUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INC_tJDtNG DITCHES ) . 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE .HYDRANT AND VALVE BOX. 4, THE `ATE VALVE IS ALLCYiED IN SHOULDER OR '8E11I14D THE DTCH. 17 IS NOT ALLOWED IN T4E DITCH 5. FIRE HYDRANTS SHALL 8E IHiSI . C AT LOCATION$ WHERE WEEP HOLES ARE ABOVE THE PREVAILING GiROLINUOVATER ELEVATION. F= REOL"RED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL . h:T.S• . F IG. W-4 . TD -7 � 'y oF l� O ,- f� I--, I., O SCOTT R. COLLINS'Z _) No. 35791 � �OAl -,Mill's w4SI0NAL EAG;� z O L cyU w p Z 0 Ul > Lu Ice I' COMPRESSION x 3/4' MALE PIPE COUPLING z z OR APPROVED EQUAL 0') ❑ Q 1' TYPE 'K'-.. LLJ Lu SOFT COPPER p �__ FOR USEON ATTACHED SINGLE FAMILY � I- RESIDENTIAL SERVICES OR DUAL RESIDENTIAL J 0 AND IRRIGATION SERVICES. 0 I'xt'xl' TEE ❑o Is w p z 0 14 U} _j 1-1a NOTE. Z O a Z O a NO SWEATED FrFTINGS z pp w DUAL SERVICE p w I' COMPRESSION x 3/4' MALE PIPE COUPLING w w OR APPROVED EQUAL ' TYPE 'K' SOFT COPPER qz0 ii ❑ O U) a f�::::l FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION I METER IS NOT PROVIDED. "I, 1- :30- R CN O < SINGLE SERVICE T 0 LLJ NOTE: O I) SADDLES SHALL BE USED ON PVC PIPE. N CAST IRON LID FF= Ill tl- FINISHED GRADE ' U) 0 10' -IS > LOCKWING L METER BALL BOX VALVE o (INLET I L C6 OUTLET) L cz 36' MIN, COPPERSETTER ;- 1 /4 BEND COUPLIN C�\\ Z (IF RtQUIRED) U)Z W 3> 11 METER w W r^ V / BRICK AS NECESSARY � J O CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION NTS Q FIG. W - 6 TD -9 � 'y oF l� O ,- f� I--, I., O SCOTT R. COLLINS'Z _) No. 35791 � �OAl -,Mill's w4SI0NAL EAG;� z O L cyU w p Z 0 Ul > Lu Ice z z z Uj 0') Q M LLJ Lu LLA p �__ � I- O J 0 0 0 H=- w p z 0 14 U} _j 1-1a Z O Z O a Z O a > I„ z pp w w a p w Itl . w w 1e Uj 0') Q M ;5� ;2� ;Z� p �__ � I- M V -4 Ln r*l Lu 0') M MW CN z N Itl . ol� qz0 ii U) a 0 a I 1- :30- CN O < T 0 LLJ cy)N O 1- N cl� Ill W U) 0 > N -0 o L C6 cz o� _r_w �w z HCZ Z U)Z W w W r^ V / oZ J � J O WU Q o ,-) 0 0 J Q_°" s o V) c z I _ a 0 U r 7p - J �c U Lij U I 1-111z .,, 0 'R >r 3 /�w] V) N N ` ' Se V { -0 a x I.1.I O W +. N O O � L r ` AAAAAA�" 0 �, E .,/ (n o U) o s 0 F.: F.:E-1 _j�+` __jU 3 rn z I1.4 rY o 4 LLI ww LL] ,_, Z A/0 C Z 100011111 tLi�_ 1_ O •2 w 5 v rh v) O (n i Z *' Fn I-- 1 J C J O O U vi U W O O T c NN L.1 0 Q) a - < C a_0 AdmmlhL V :a U) O U O �M N 41)-_`� O a U W -i 0 + ,~-, h itA-A aoi -0 N , � O tD ui E _. E . a v) L 0 _ oo . o JOB N0. 0 ` 112066 .... 0 Co.? SCALE 1n -o AS NOTED to - c m a of SHEET NO. 6 0 cn °'-� Q) o � 3 TYPICAL ROAD SECTIONS NTS 7__ -\ EXIST. GROUND EXIST. GROUND P BASE 16' (]RAVEL LANE) 1 36'F/C-F POINT OF CG -6 FINISHED GRADE CURB & GUTTER 3' LEAR ZONE SURFACE 2 2% % 6' PLAN71NG STRIP SUBBASE 40, r MOT SID. (TRAVEL LANE) 61 R/W TYPICAL NEICHBORHOOD STREET SUCTION (6>' R/#') PARK BZW. s' ,DRIYL' PUBLIC ROAD) GS-SSAR RESIDfNTl,4L & AflXED IlSA'SUBDIVISION STREET DE'SICN SPEED.• 30 JfPX NOTE: PROPOSED LANDSCAPING TO U77LIZE OUTER 3' OF PLANANG STRIP PER 3' CLEAR ZONE REQUIREMENT CG -6 5' WIDE CONCRETE 3' CURB & GUTTER SIDEWALK LEAR ZONE 4' VDOT 21A STONE BASE 2� % j 21L 6 PLANTING STRIP F4--Zr POINT OF CG -6 FINISHED GRADE CURB & GUTTER 31 CLEAR CLEAT -I SURFACE 2X 2X 6' PLANTING 4- T STRIP `- SUBBASE B - 14' I 14' (TRAVEL LANE) (7RAVEL LANE) 32' FIC -FIC 5' NIDE CONCRETE SIDEWALK I R/W TYPICAL NL'ICHBORHOOD 7TRFTT SECTION (7' R%!Y) LEON CAMs, TMNITY A'AY (ALL PUBLIC ROADS) CS--SSAR "SIDEAT1,4L & JfIXL'D IlSls' SUBDIVISIOAr STREET OfSIGIV' SPATP..• 26' dfPH GENERAL CONSTRUCTION NOTES FOR STREETS NUOMMIIIIII ��Af00al 4' VDOT 21A STONE BASE 5' WIDE CONC SIDEWALK 4' VDOT 21A STONE BASE -5 1 1 EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO NOTE: PROPOSED LANDSCAPING TO HCV VDOT STANDARDS AND SPECIFICATIONS UTILIZE OUTER 3' OF PLANANG STRIP THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE 2. PER X CLEAR ZONE REQUIREMENT Base b a STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL CG -6 RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL 5' WIDE CONCRETE 3' CURB & GUTTER 3000 SIDEWALK LEA EXIST. GROUND J. 2Z;1 2X 3:1 FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH . END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 4' VDOT 21A 6. PLANTING STRIP / STONE BASE T EXIST• GROUND 0 VDOT STD. STS UO -4 _ _ BASE 7__ -\ EXIST. GROUND EXIST. GROUND P BASE 16' (]RAVEL LANE) 1 36'F/C-F POINT OF CG -6 FINISHED GRADE CURB & GUTTER 3' LEAR ZONE SURFACE 2 2% % 6' PLAN71NG STRIP SUBBASE 40, r MOT SID. (TRAVEL LANE) 61 R/W TYPICAL NEICHBORHOOD STREET SUCTION (6>' R/#') PARK BZW. s' ,DRIYL' PUBLIC ROAD) GS-SSAR RESIDfNTl,4L & AflXED IlSA'SUBDIVISION STREET DE'SICN SPEED.• 30 JfPX NOTE: PROPOSED LANDSCAPING TO U77LIZE OUTER 3' OF PLANANG STRIP PER 3' CLEAR ZONE REQUIREMENT CG -6 5' WIDE CONCRETE 3' CURB & GUTTER SIDEWALK LEAR ZONE 4' VDOT 21A STONE BASE 2� % j 21L 6 PLANTING STRIP F4--Zr POINT OF CG -6 FINISHED GRADE CURB & GUTTER 31 CLEAR CLEAT -I SURFACE 2X 2X 6' PLANTING 4- T STRIP `- SUBBASE B - 14' I 14' (TRAVEL LANE) (7RAVEL LANE) 32' FIC -FIC 5' NIDE CONCRETE SIDEWALK I R/W TYPICAL NL'ICHBORHOOD 7TRFTT SECTION (7' R%!Y) LEON CAMs, TMNITY A'AY (ALL PUBLIC ROADS) CS--SSAR "SIDEAT1,4L & JfIXL'D IlSls' SUBDIVISIOAr STREET OfSIGIV' SPATP..• 26' dfPH GENERAL CONSTRUCTION NOTES FOR STREETS NUOMMIIIIII ��Af00al 4' VDOT 21A STONE BASE 5' WIDE CONC SIDEWALK 4' VDOT 21A STONE BASE -5 1 1 EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO GRADING HCV VDOT STANDARDS AND SPECIFICATIONS 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC Base b a STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL 3000 GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 3000 EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED J. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE 2.25 FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 5 END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 21B SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 0.6 GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE 0 (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS 5 ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES 1U,2f3 : DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) 2 AT ROAD INTERSECTIONS SHALL BE REMOVED. BM -25 FEET OFFSET FROM THE EDGE OF PA VEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY 4. ALL VEGETA TION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER 4 SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. NM-- 484 UAX.. PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 220 5 5 SHALL CONFORM TO VDOT CG -9(A, B OR C). DRAINAGE 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 2.25 SHALL CONFORM TO VDOT STANDARD PE -1. 4 A MINIMUM COVER OF ONE (1) FOOT. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, 2, STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON 10A M AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. NM FOR ODVM NOTES ON TLE CETECTAMdLE WARNING SURFACE. THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. Z ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND OTHERWISE NOTED ON PLANS. PROPERTY NUMBERING ORDINANCE AND MANUAL. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY COURSE. ARE S. DPEEDE�IMITSNECESSARY ER TON S IMIT THE ALBEMARLE COUNT Y 10. PEEDPROVIDE THE BE POSTED SIGNS ARE 5 MPH BELOW DESIGN CROSSWALK WITHIN CROSSWALKWITI (WITH BUFFER STRIP) SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS GENERAL CONSTRUCTION NOTES 11. VDOT STANDARD CO -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE i70ti3'rRLACTKiIy, $FEET F'DR ALi.TERATLON9. 2 OF -4 SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN 1• PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SURFACE ON THE ROAD PROFILES CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT 50 DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY "%M L£PJMCIMEItf OF TRANSPORTATION ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION REQUIREMENTS OF THE PERMIT SHALL GOVERN. PROCEDURE. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SIL TA 77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY PA VEMENT CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED TO VDOT PRIOR TO THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED 6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE METHOD OF CORRECTION. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO 2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND STABILIZE A DRAINAGE CHANNEL. COMPAC77ON BEFORE BASE IS PLACED. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM J. TEST REPORTS ON SELECT MA7FRIALS MUST BE SUBMITTED SHOWING THE MATERIAL TRAFFIC CONTROL DEVICES MEETS REQUIRED GRADATION FOR TYPE 1, A OR III PRIOR TO PLACING AGGREGATE BASE. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT PIPE -CLASS Ill. THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 77 -IAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMI T ISSUED BY VIRGINIA DEPARTMENT OF IRA NSPOR TA 77ON MA Y BE LOCA TED WI THIN THE STREETS RIGHT OF WAY. Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design y RF- 1.0 Location ADT HCV Design ADT CBR SSV Dr....-.-. Surface h a Base b a Sub -base h a Park Ridge Drive 3000 0 3000 5 5 1 -8.25: SM -9.5 1.5 2.25 BM -25 5 2.25 21B 7 0.6 L8 83 Leon Lane 297 0 297 5 5 1U,2f3 : SM -9.5 2 2.25 BM -25 3 2.25 21A 4 0.b13-45::='> NM-- 484 UAX.. Trinity Way 220 0 220 5 5 1 SM -9.5 2 2.25 8M-25 3 2.25 21A 4 0.6 '' Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specirications are met and are in accordance with their standards. Note: Contractor shall install a binder asphalt layer over the 8" :stone on Leon Lane .& Trinity Way. The final layer of asphalt shall be installed over the binder. VARIABLE WIDTH 1 1-2 1" SM -9.5A MINIMUM 5 FEET SURFACE COURSE 4" CONC. 0-5" BM -25 INTERMEDIATE COURSE •' ' \\\\\\\\\\\\� 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #2113 DEPENDING ON 4" 21-A STONE BASE ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS / CONCRETE SIDEWALK COMPACTED NO SCALE SUBGRADE ASPHALT PAVING -- ROADS NO SCALE FUTURE CONNECTION I \ \ FUTUR �� \ CONNECTIO \ \ n \ \ ��v 0 00, SCOTT R. COLLINS Z U No. 35791 12' ! / xer ul � L 'ro'• ' � < // /�.\� / I I ` (yO � \�� fir' // ___ � A. I.• / \ // _ d / ,,::.:..:.. // 4r'• � SOH � \ Xor 01 V , \I- N' M Q r 1.7 FUTURE CONNECTION \ / /,. --•--� y IN JONNASTR-ET R `\ , `� 1i l s \ IIS •�v ® °;' i ice/ Uj -- ce \ NOTE: TURNAROUNDS SHALL BE 30 MIN. RADIUS OF PAVED SURFACE. z O «;r1� GENERALNOTES: 1, 1}E OETFCTAKZ WAIM° SHALL BE PRCVIM BY TRUNCATED UOIIMffi. 1, 0MICTAR X WAMMa TO Br CLM A-3 COfiCRPTE WLASS A-% F PRECAST) WITH SUP RESISTANT LNTEGMA. SCRFAM3E COVERLMo TW FULL WIDTH OF THE R VEtF.L o }#ER TYFOOT 0 LOOM wW TRUNCAL IN THE DIRECTION D OOMkSVETECTAME WARR04 MAY SE U= WITH THE APPROVAL OF THE ENGMM TYPE A 3' SLOMM SM FLOOR � SI eAxCBE POURM ONST TMM� m�ffH L cL M PERPENDICULAR 4. IF RW FLOOR IS PRECAST M E5 MUST K PROVIDED FOR DOWEL BARS SO _ THAT ADJONANG FLARED SIOI<SHICAMM BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RMP FLOOR. PRECAST 1GNCRETZ S1i&L W. CLASS A-4.IL IMM MTH =0�ROAL� FLOOR. EM OEP RA FLOO8* PLACED T COM O10. iMIUM COMN 911 & t�ENNGCROM 1 P cx>�"iW&MTO tie avers 'TYPE 8 8Y 'f1iR��M� �f ARE TTb6E PWAMAT�CTIC SREYOIRFt3 PARALLEL AN ACCE5S16LLEE RROM WITHIN THE ROft OF WAY OF A�g#I "WAY FACJUTY OR �ENi, THEY MUST BE LVARDLESS OCATED Tri$ STRIAN AS SHOWNI ON RMS OR AS OMCnD BY TW ENOMrM AND SHOULD NOT 15'ANPTS9XV11 LTE. =MUMOUS �� O"rWA COWMTM FAM" THSP AT TCM�1 BE ATAPPH ROW*D DUEERRED ANO USED SY PEDESTRIPM fL'# !23 9TO iS PLIl1Qp Nh1 1 AHL N flF CR 6SWALKAI 2THAT AT 2" IK#IFR THAFI EDt �1F PJCVF1tIfNi PERPEND�IC1A.* ETOAT THE THE CURLL;CTIDH OF f![ C$"CPENIVQ IS AS X* , SAME AS TOP OF CM j,�,,, TYPE C a YT"ae ALK Is #Cq_ THE PARALLEL 8c PERPENDICULAR TRUCK FOR ca 104 WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED 4 E1PAT11 THE MNINIM WUM SMALL BE THE WIDTH OF THE SHARED USE PATH 101 - 2.4" C -C TRUNCATED Dew aI� *0 a O 0 0 0 0 0 0 0 0 0 4* 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 a 0 a d 0 0 0 0 0 0 0 0 0000000 c' a0x- x F am pmm a0000a00aa0400a 4* 0 0 a a 0 a 0 0 a a a 0 4* DAW aAME ' TRUNCATED DOME- "`'"�pAY u DETAIL DETECTABLE CfiDETAJLWARFkNG CG -12 DETE+CTAKE WARNING SWFACESMEINIXIM mum REVY/011 GENERAL MOTES VIRS'1P, A BEPAMITMw OP 1RAVi5P'O1tiAfICN E03 203.0:# / TRIP GENrRATIOft1 SCALE: 1" = 300' A WENT Tk T AVDAM w COX or r4914 PAMMM (AS DE7EFS WD N FIELD) TAtDt C(YAT TFC PPOPMO CONSTRLgCnM "T MTM ASPMMLT LAYM FROPMD AIRMT LAYUM VOSTING SUBBASE PRcaPos�c SUBBASE _-------------_----__-_---- COMPACTED SWOR.ADE CONSTRUCTION DONT DETAIL R£MOA EXTSTNO ASPHkT LAVERS TO EXISTRIG SUEBASE AND REPLACE 'MITE( PROPOSED ASPHALT WMWFs LAYERS PROPOSED M rMU t o/t WN TW= ASPHALT SWACE C9A= (SK NOTIE 5) ■ MINMUM 12 WtO.00 GREATER AS NECESSARY 10 ADUT THE fWL T4CKWM Of EXISTNO OWHPLT LAVERS As DCTER4f11EO !!Y COM[$ ME NOTE as NOTES; t ASP4A ? PAVIETXW Wtr" ST-IAiL NAVE A PAW" W=N 04 ACL`WAHM VATR T MT MOCEDtM AFRI EC Ar EG By " ENCHM. A. THE PA'VE1 W BESM FOR A31HXr PAY'EWRT WIDENING SKI. KET OR EXOEED TBE WFM A40 TYPES OF THE LAYER& 4F EWIND PKMWNT. SLS)""' CL LWAD!h" OF TW EXt5TING AND PROPOS® PAVEMFEN7 .F.,F1lLL JK M0iES3iU .AI THE PAVEMENT tel, 3. A MrBSAUM GIF THIff CORES SK91 BE TAILrN ALOW THE CENTER OF THE AIp441W TRAVEL LANE TO EET THE TYPE AAE] T14CI M SS OF EXISTW4 PAVUMENT LAYIERS. Tr= CORES 5tV_L BE SPASED NO MORE THIAN WQ FEET .lP+M 7. 4. TFE A,DAMW TRAVEL LAE SHALL W LILLO A LINE W DEPTH OF 1&t W34ES AND ;MACM ygiTH AN ASP RN 7 Si4l AM C"SE T6 WUtCN i/E PROPOSED FAVIWNT WDENNO SLWACf MASE,UPLESS IAIVED BY ENCINEER. 5. THE FNK,'tfEER. NAY RE9URK TPfE. Y ANG DEPTH OF THE EfC+STl1D PAVEMENT TO BE Aa.A1sTw TO MGHEYE AN ,AC#PT.aBLE PAVEMENT CROSS -SLOPE AMO Eff•ECT&Y£ SUTI'ACE DdtA01AGE. 0, EXOTIMG PAVEMENT MARE MS APO "ft1tS TG9THH PC PROJECT LMM "U N RESTOIRM:3=07 TO THE APMON4 OF THE INWW 7. FIRML TRQ VE-rdE PAVEYENS V -IN 94M -L Cf Wagm TO Yw i'r4Lw0AEE is & s t:TICW matte) OE' tHt wsCMOTCAtIom roctPt 't kA'T .ILL .EIMNIs AT TIE -111 LOCA706 SHALL DE 'T£51EP USM A ID FOOT 5TRAWiEDOE N ACCORDANCE WTH THE REWN ETENTS OF SECTION l'_D 141 OF TEE sPsc�'Kr,T�s. NYOOT SPE*MAT" ROM NSTANDARDS ASPHALT PAVEMENT WIDENING MF�`�"`x ES > aET 1 W E I REVISION DATE FOR WDI NNG SU8XCT TO TRA'•Fric 3z 303.02 VIb*" OEPARtTMIMIT or T:tANSPORTATNNM PHASING TURN -ABOUT PLAN SCALE. 1"=200' /\ (P) PHASE IV TEMPORARY TURNAROUND AND EASEMENT TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 100 SINGLE FAMILY DETACHED UNITS - CODE 210 ADT: 957 VPD (478.5 ENTER/ 478.5 EXIT) AM PEAK: 75 VPH (19 ENTER/ 56 EXIT) PM PEAK: 101 VPH (64 ENTER/ 37 EXIT) NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO �(J tt5 w� 01VALT1�1 w < O O O Q U U U O U 0 0 0 > F a a a °- Z o 0 0 w w w cn ,-, > w W W S w Ce w Ln Ln CO -12 Ln OMSPUTON 3DOMi# S, Er' LONG Q 4' ° Iz° C•C 00-0 In -4 Ln n n 8, B B TRUNCATED DOMES SEE SHEET T OF 4 FOR DETAMLS TYPICAL DESIGN BMX OF CURB NM-- 484 UAX.. SECTION A -A ,TRUCTK)N '' SECTION B -B 10A M NM FOR ODVM NOTES ON TLE CETECTAMdLE WARNING SURFACE. ALTERATIONS SEE SKEET IOF M AIiA' Ot7TS1DE TRAYELMIAY SHALT. BE PROVEEO WrrHN +NINT ATEA Tos"ALK CAL PLACEMENT SSMCAC INTERSECTION DIAGONAL VRATIN TYPICAL PLACEMENT NTT .AT INTERSECTIONAT. CROSSWALK WITHIN CROSSWALKWITI (WITH BUFFER STRIP) r4s CESaCN TO ME USED FOR CONSTRUCTION THAT WCORPORAM WIDER 'SDEW&K.. LA�AMIti t49" Yr 0E7 REfliAT� AT TOF OF CLk� RAMP. MMM CURL) RAW LENM RS FEET FOR NETT i70ti3'rRLACTKiIy, $FEET F'DR ALi.TERATLON9. 2 OF -4 IffnAw CG -12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION 50 "%M L£PJMCIMEItf OF TRANSPORTATION 2 + «;r1� GENERALNOTES: 1, 1}E OETFCTAKZ WAIM° SHALL BE PRCVIM BY TRUNCATED UOIIMffi. 1, 0MICTAR X WAMMa TO Br CLM A-3 COfiCRPTE WLASS A-% F PRECAST) WITH SUP RESISTANT LNTEGMA. SCRFAM3E COVERLMo TW FULL WIDTH OF THE R VEtF.L o }#ER TYFOOT 0 LOOM wW TRUNCAL IN THE DIRECTION D OOMkSVETECTAME WARR04 MAY SE U= WITH THE APPROVAL OF THE ENGMM TYPE A 3' SLOMM SM FLOOR � SI eAxCBE POURM ONST TMM� m�ffH L cL M PERPENDICULAR 4. IF RW FLOOR IS PRECAST M E5 MUST K PROVIDED FOR DOWEL BARS SO _ THAT ADJONANG FLARED SIOI<SHICAMM BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RMP FLOOR. PRECAST 1GNCRETZ S1i&L W. CLASS A-4.IL IMM MTH =0�ROAL� FLOOR. EM OEP RA FLOO8* PLACED T COM O10. iMIUM COMN 911 & t�ENNGCROM 1 P cx>�"iW&MTO tie avers 'TYPE 8 8Y 'f1iR��M� �f ARE TTb6E PWAMAT�CTIC SREYOIRFt3 PARALLEL AN ACCE5S16LLEE RROM WITHIN THE ROft OF WAY OF A�g#I "WAY FACJUTY OR �ENi, THEY MUST BE LVARDLESS OCATED Tri$ STRIAN AS SHOWNI ON RMS OR AS OMCnD BY TW ENOMrM AND SHOULD NOT 15'ANPTS9XV11 LTE. =MUMOUS �� O"rWA COWMTM FAM" THSP AT TCM�1 BE ATAPPH ROW*D DUEERRED ANO USED SY PEDESTRIPM fL'# !23 9TO iS PLIl1Qp Nh1 1 AHL N flF CR 6SWALKAI 2THAT AT 2" IK#IFR THAFI EDt �1F PJCVF1tIfNi PERPEND�IC1A.* ETOAT THE THE CURLL;CTIDH OF f![ C$"CPENIVQ IS AS X* , SAME AS TOP OF CM j,�,,, TYPE C a YT"ae ALK Is #Cq_ THE PARALLEL 8c PERPENDICULAR TRUCK FOR ca 104 WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED 4 E1PAT11 THE MNINIM WUM SMALL BE THE WIDTH OF THE SHARED USE PATH 101 - 2.4" C -C TRUNCATED Dew aI� *0 a O 0 0 0 0 0 0 0 0 0 4* 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 a 0 a d 0 0 0 0 0 0 0 0 0000000 c' a0x- x F am pmm a0000a00aa0400a 4* 0 0 a a 0 a 0 0 a a a 0 4* DAW aAME ' TRUNCATED DOME- "`'"�pAY u DETAIL DETECTABLE CfiDETAJLWARFkNG CG -12 DETE+CTAKE WARNING SWFACESMEINIXIM mum REVY/011 GENERAL MOTES VIRS'1P, A BEPAMITMw OP 1RAVi5P'O1tiAfICN E03 203.0:# / TRIP GENrRATIOft1 SCALE: 1" = 300' A WENT Tk T AVDAM w COX or r4914 PAMMM (AS DE7EFS WD N FIELD) TAtDt C(YAT TFC PPOPMO CONSTRLgCnM "T MTM ASPMMLT LAYM FROPMD AIRMT LAYUM VOSTING SUBBASE PRcaPos�c SUBBASE _-------------_----__-_---- COMPACTED SWOR.ADE CONSTRUCTION DONT DETAIL R£MOA EXTSTNO ASPHkT LAVERS TO EXISTRIG SUEBASE AND REPLACE 'MITE( PROPOSED ASPHALT WMWFs LAYERS PROPOSED M rMU t o/t WN TW= ASPHALT SWACE C9A= (SK NOTIE 5) ■ MINMUM 12 WtO.00 GREATER AS NECESSARY 10 ADUT THE fWL T4CKWM Of EXISTNO OWHPLT LAVERS As DCTER4f11EO !!Y COM[$ ME NOTE as NOTES; t ASP4A ? PAVIETXW Wtr" ST-IAiL NAVE A PAW" W=N 04 ACL`WAHM VATR T MT MOCEDtM AFRI EC Ar EG By " ENCHM. A. THE PA'VE1 W BESM FOR A31HXr PAY'EWRT WIDENING SKI. KET OR EXOEED TBE WFM A40 TYPES OF THE LAYER& 4F EWIND PKMWNT. SLS)""' CL LWAD!h" OF TW EXt5TING AND PROPOS® PAVEMFEN7 .F.,F1lLL JK M0iES3iU .AI THE PAVEMENT tel, 3. A MrBSAUM GIF THIff CORES SK91 BE TAILrN ALOW THE CENTER OF THE AIp441W TRAVEL LANE TO EET THE TYPE AAE] T14CI M SS OF EXISTW4 PAVUMENT LAYIERS. Tr= CORES 5tV_L BE SPASED NO MORE THIAN WQ FEET .lP+M 7. 4. TFE A,DAMW TRAVEL LAE SHALL W LILLO A LINE W DEPTH OF 1&t W34ES AND ;MACM ygiTH AN ASP RN 7 Si4l AM C"SE T6 WUtCN i/E PROPOSED FAVIWNT WDENNO SLWACf MASE,UPLESS IAIVED BY ENCINEER. 5. THE FNK,'tfEER. NAY RE9URK TPfE. Y ANG DEPTH OF THE EfC+STl1D PAVEMENT TO BE Aa.A1sTw TO MGHEYE AN ,AC#PT.aBLE PAVEMENT CROSS -SLOPE AMO Eff•ECT&Y£ SUTI'ACE DdtA01AGE. 0, EXOTIMG PAVEMENT MARE MS APO "ft1tS TG9THH PC PROJECT LMM "U N RESTOIRM:3=07 TO THE APMON4 OF THE INWW 7. FIRML TRQ VE-rdE PAVEYENS V -IN 94M -L Cf Wagm TO Yw i'r4Lw0AEE is & s t:TICW matte) OE' tHt wsCMOTCAtIom roctPt 't kA'T .ILL .EIMNIs AT TIE -111 LOCA706 SHALL DE 'T£51EP USM A ID FOOT 5TRAWiEDOE N ACCORDANCE WTH THE REWN ETENTS OF SECTION l'_D 141 OF TEE sPsc�'Kr,T�s. NYOOT SPE*MAT" ROM NSTANDARDS ASPHALT PAVEMENT WIDENING MF�`�"`x ES > aET 1 W E I REVISION DATE FOR WDI NNG SU8XCT TO TRA'•Fric 3z 303.02 VIb*" OEPARtTMIMIT or T:tANSPORTATNNM PHASING TURN -ABOUT PLAN SCALE. 1"=200' /\ (P) PHASE IV TEMPORARY TURNAROUND AND EASEMENT TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 100 SINGLE FAMILY DETACHED UNITS - CODE 210 ADT: 957 VPD (478.5 ENTER/ 478.5 EXIT) AM PEAK: 75 VPH (19 ENTER/ 56 EXIT) PM PEAK: 101 VPH (64 ENTER/ 37 EXIT) NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO �(J tt5 w� 01VALT1�1 w < O O O Q U U U O U 0 0 0 > F a a a °- Z o 0 0 w w w cn ,-, > w W W S w Ce w PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 0 C) vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, r - UPON COMPLETION AS PART OF THE FINAL INSPECTION. �^ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A M MINIM UM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF z � U) CONSTRUCTION TO SCHEDULE AN INSPECTION. Z viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS MOMEM 04 N WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION M OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE d. MAINTENANCE. ly Q- 0 CLQa w 0 < a T O CDo N 0 " N � ° N LLI > > U) 66 W J o z Fr` o /" s Lil w z ~' az W W w V) 0 0 Z 0 aZ h� Q 06 Apt L9 J 0- w rwr' 3 cn Q) z 0 \ O 0 L LU 0 vj fn ( U to tZ O -0s r43 0 t.;; � J a s c� aB,�lil• a 3 �qr 0 0) r r r i J ! / d < / '\ (P) PHASE IV / / (- TEMPORARY TURNAROUND AND EASEMENT / ',•/ - 7 , I I r4. z19 Fy wLj 0 = z w W z z ® LLJ U O OJ C O O i U U W 0 O o\ 0 0 c \ C O U O U I U) a W a o J E0 O 0- U) Ln -0., 0 JOB NO. c 112066 0 V) . SCALE to -0 7 . AS NOTED N Ln Ln Ln Ln Q M 00-0 In -4 Ln n n PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 0 C) vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, r - UPON COMPLETION AS PART OF THE FINAL INSPECTION. �^ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A M MINIM UM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF z � U) CONSTRUCTION TO SCHEDULE AN INSPECTION. Z viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS MOMEM 04 N WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION M OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE d. MAINTENANCE. ly Q- 0 CLQa w 0 < a T O CDo N 0 " N � ° N LLI > > U) 66 W J o z Fr` o /" s Lil w z ~' az W W w V) 0 0 Z 0 aZ h� Q 06 Apt L9 J 0- w rwr' 3 cn Q) z 0 \ O 0 L LU 0 vj fn ( U to tZ O -0s r43 0 t.;; � J a s c� aB,�lil• a 3 �qr 0 0) r r r i J ! / d < / '\ (P) PHASE IV / / (- TEMPORARY TURNAROUND AND EASEMENT / ',•/ - 7 , I I r4. z19 Fy wLj 0 = z w W z z ® LLJ U O OJ C O O i U U W 0 O o\ 0 0 c \ C O U O U I U) a W a o J E0 O 0- U) Ln -0., 0 JOB NO. c 112066 0 V) . SCALE to -0 7 . AS NOTED N o(D SHEET N0. a o 7 w 670 14- NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE, TO BE INSTALLED PER VDOT REQUIREMENTS AND SPECIFICATIONS, FOR ALL THE RCP z PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWA TER ui MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF :145.00 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 15+93.06 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE 0 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS 0 U BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN 660 ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 665 303. 04. J. ALL FILL MUST MEET 957. COMPACTION. 4. MINIMUM J' OF COVER MUST BE MAINTAINED OVER SANITARY z D 0 ce W SEWER, 5. MINIMUM J' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & SSD=168' WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER f, r*- MUST BE PROVIDED. 7. VDOT STD. /5-1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES -TwdFrPT-E_EV: GREATER THAN 12' DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WA TERLINES SHALL BE WRAPPED IN 10+ tLEV:6 K:26.05 POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL , t STA: 1 +94.61 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE Cly CONSTRUCTION PROCESS. + ce) UJ 670 14+00 14+50 15+00 15+50 16+00 16+50 17+00 PARK RIDGE DRIVE DESIGN SPEED = 30 MPH 17+50 18+00 18+50 19+00 j HIGH PT STA: 13+76.05 HIGH PT ELEV: 656.50 PVI STA:14+05.27 PVI ELEV:658.22 K-1283 14- Ln LOW PT STA: 13+69.59 Lu z z z ui LV :145.00 K:59.90 LOW PT STA: 15+93.06 0 -'0 < 0 U m 0 u 660 660 665 LVQ:100.001 LOW P'r ELEV: 648.37 co < z D 0 ce W HIGH PT STA: 16+91.21 660 CL SSD=168' V: N f, r*- LOW FIT ELEV: 643.86 w V) -TwdFrPT-E_EV: 640.27 660 0 M PVI STA: PVI 10+ tLEV:6 K:26.05 [OW PI , t STA: 1 +94.61 ae Cly PVI; STA:16+57.921 + ce) UJ C\l !� r- U) Lij .----J--------�ILOW--P--" ELEV: K:28.5 45.51 _ELEV :j646 - +_ LLJ PVI ELEV: E41-- 49.59 LLJ --------------- - _j , -------..._L-VC:140. 0 PVI S TA: 15+' 1.35 P-4 LL PROPOSED K;3 0. 9 LV61:1 1 O.00 > 0 660 VG 55 -)0---- PVI ELEV:645.33 co BVPS: 16+02.92 655 1 Lq OR 1- 00 Lq Cq m Lo It* (f) < M LVC:182.60 77 L9 0 corn 0 w c6 r-: BV E: 647.99 SCALA 655 _j 'S 'SD=15 SSD=lC20'co Lu EVPS: 17+12.92 1 U _+_ UJ '0 q 0 Lf CV 20 LoSD=205' r` -- EVOE: 649.19 + (0 to - ------- - 01 -10 + (C u') - ----- 0 cl, 650 C% C rl- C)� U SSb=353' < > w 650 ( + ALL FILL MUST MEET; U) 4 to STA 37+23.73 > W _j ! ! 655 i m 1 inch ft. -i ELL 71 P49.1.8 > w V. 0 0 5; Lu m C. OTA 37 _01.24 PROPOSED 8"X8" TEE' 650 - > w ELEV. E 4S.26 (-PROPOSED GRADE HOMZONTAL' SCAT EXISTING '7RAqEl 645 1-6" G.V. 650 I i 45 645 CO ) 1 8" x 6" REDUCER0 25 PROPOSED GRADE jFN Lu I -ELEV. 649, It 7U rn 0 Lu V STA 36+53.15 95% C OMP M TION 650 l Fl 849 R7 2-10" G.V. V.11 11=51 H:1 1- F.H. ASSEMBLY 1 inch VDO-- STD. 8 1-8" G.V., -------- } ! HIGH PT STA: 18+76.70 N-2.01 _4 -- -- - -- - ------ Y, 0 1 PT ELEV: 623.87 645 "'o 1�50' 10" w 645 Om � ---------- -4 K:42.91 635 645 PROPOSED FH ASSEMBLY 8"X6" TEE _j XISTING GRA l.uj 15" S V 15" STM 635 PROPOSED 8"X8" TEE I - 00 EXAl 1. 0, 10" PLU(":)-/ 640 AT POSED SSD=514' C) 1.50' RELEASE 10- W/L (0 co N 10" WAII m SIM 8" x 6" REDUCER + D CD w -((P) 81, i ; _ATERA�ll i EX 10"X8" i ! !i ! (P) 6" CLASS 52 D.I. WATER_L_l`NE_):� EE h .45' 66 W > i CLASS 52 D.I. WATERLINE 640 _1011 V STM 1-8" G.V. 640 1 WAT w REMOVE 635 EXISTING 8" PLUG ' ROP SED TYPE A 8g) X F.F. 1EIN10"CL.52D.I.W/L ASSEMBLY A 11W X TEE 625625 PROPOSED'O D.I. W TERLINE REMOVE EXISTING i0" B.O. 1-6" G.V. N 0) 11q: 00 630 { AND TIE IN PROPOSED 10" D.I. WATERLINE 1 ; i ! EXISTING GRADE) �X 62A { ST IVI - WAT !T llE A 635 ALL FILL MUST MEET + ! { 625 ME 95 /° COMPACTION co > w _j W _j 70,01VIPAUTIO IN Z 620:5 1 620 >:W 619X6 11 TEE 620 00 ww 615 1-6" G.V. 1-411 G.V. 2) W._ ------ -0 0 w uj" 610 I I I 16" x 4" REDUCER 15ST WAT M z 0 Lu 0 630 00 w 0 + CL Lo Of + 605 t 4" CLASS 53 D.I. WATERLINE w + 0 tG 630 PROPOSED ' co 615Vo w + 600 : V. 1-6" G.V. 6' 615 w w z 0 595 PROPOSED 14' G.V. 6122 I- F.H. ASSEMBLY ASSEMBLY 628 I K, cn in Ll I I I I I z 1- TYPE A B.O. 1 612 CY) I- 0 . Zi 0 m 00 . Co co C) 0 rl_ co co ce) 0 0 IRT C*4 628 > > w w 0) 0) (0 . 0 N Lp m Nr . u a w . Im m Cq co m a> (0 0 0 'T C14 co C%j r-- LO cr) co co t r., v 't v 0; u-) It c6 _j _j W w V Cj c6 m U-) CO 0 ul Lo LO V) LO tn LO U) LO US v 0 v It lq-m LO 0 0 LO CO (D LO (0 (0 00 v (b CO CD co (0 w (0 w (D w to w to w CD 0 CD CO to to 590 L i F_ W LL L C) U? U "t 04 x LLJ > 0) RT F w w C UJI w 585 Q _j w w R w w U C,j Wcoo cl� C) 00 C:) + ---------- < 04 m + + < z 580 w l co (0 0) 04 co co 0 Q m . 0) 0 m . co 0 C%j . V) C7> C14 (0 00 (6 co C� v (6 C6 co 0 "tr LO C6 LO r-� C'4 It LO C6 C-4 llqr LO aj C-4 v 0 C6 04 lql LO c6 CIJ a6 r,� It w 0 co CD co co (0 (0 co r.0 to w co co coo co CD 14+00 14+50 15+00 15+50 16+00 16+50 17+00 PARK RIDGE DRIVE DESIGN SPEED = 30 MPH 17+50 18+00 18+50 19+00 j HIGH PT STA: 13+76.05 HIGH PT ELEV: 656.50 PVI STA:14+05.27 PVI ELEV:658.22 K-1283 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 LEON LANE DESIGN SPEED = 25 MPH HIGH PT STA: 11+30.38 HIGH PT ELEV: 653.42 PVI STA -11+R0 3R 15+00 15+50 16+00 16+50 17+00 17+25 14- Ln LOW PT STA: 13+69.59 Lu z z z ui LV :145.00 K:59.90 LOW PT STA: 15+93.06 0 -'0 < 0 U m 0 u 660 660 LA LVQ:100.001 LOW P'r ELEV: 648.37 co < z D 0 ce W z D 0 ce W z D 0 u Ce W 660 CL SSD=168' V: N f, r*- LOW FIT ELEV: 643.86 w V) 660 0 M PVI STA: PVI 10+ tLEV:6 K:26.05 37.50 7.49 In ae Cly rn rn + ce) UJ C\l !� r- U) Lij PVI ELEV: K:28.5 45.51 +_ LLJ 7- LLJ --------------- - _j , -------..._L-VC:140. 0 yj .... . . ........ P-4 LL PROPOSED GNADE T > 0 VG 55 -)0---- co U) 655 1 Lq OR 1- 00 Lq Cq m Lo It* (f) < M uj ;pp 77 L9 0 corn 0 w c6 r-: cc cc m ce. SCALA 655 _j 'S 'SD=15 SSD=lC20'co Lu 0 6i U _+_ UJ '0 q 0 2.5 f 5 20 < + (0 to - ------- - 01 -10 + (C u') - ----- 0 650 Q > W C)� U < > w 650 ( ALL FILL MUST MEET; U) _j > FEET 5 > W _j ! ! i� All 95% cbm, PA&I.ION m 1 inch ft. > w 0 5; Lu m 5; LL w U) ii PROPOSED 8"X8" TEE' 650 - w 1-8" G.V. (-PROPOSED GRADE HOMZONTAL' SCAT EXISTING '7RAqEl 645 1-6" G.V. 650 I i 45 645 CO ) 1 8" x 6" REDUCER0 25 Lu 1.40' EX 12"X8" TEE 6-0-0V 7U rn 0 Lu V CT 95% C OMP M TION WAT 66A l FEET 2-10" G.V. V.11 11=51 H:1 1- F.H. ASSEMBLY 1 inch 501 ft. 640 8 1-8" G.V., -------- } ! HIGH PT STA: 18+76.70 _4 -- -- - -- - ------ H 10H 1 PT ELEV: 623.87 "'o 645 Om � ////, ( im -4 K:42.91 635 645 PROPOSED FH ASSEMBLY 8"X6" TEE _j XISTING GRA l.uj 15" S V 15" STM 635 PROPOSED 8"X8" TEE I - 00 WA- 2-6" G.V. 18" x 6" REDUCER, - AT SSD=514' C) 1-8" G.V. 1-6" G.V. (0 co N 8" x 6" REDUCER + D CD w -((P) 81, i ; i ! i ! !i ! (P) 6" CLASS 52 D.I. WATER_L_l`NE_):� h .45' 66 W > i CLASS 52 D.I. WATERLINE 640 STM 640 1 WAT w REMOVE EXISTING 8" PLUG & 1EIN10"CL.52D.I.W/L 625625 635 W15" 0 0 N 0) 11q: 00 { cc) q C14 (0 LO 1 ; i ! 7=7 62A { ST IVI - WAT !T llE A 635 + ! { i ALL -ILL MJST ME z co > w _j W _j 70,01VIPAUTIO IN Z 620:5 1 >:W 619X6 11 TEE 620 00 ww 1-6" G.V. 1-411 G.V. 2) W._ ------ -0 0 w uj" 16" x 4" REDUCER 15ST WAT M z 0 Lu 0 630 00 w 0 + CL Lo Of + t 4" CLASS 53 D.I. WATERLINE w + 0 tG 630 PROPOSED ' co 615Vo w + : V. 1-6" G.V. 6' 615 w w z 0 PROPOSED 14' G.V. 6122 I- F.H. ASSEMBLY ASSEMBLY 628 I K, cn in 0 (n I I I I I I z 1- TYPE A B.O. 1 612 CY) I- 0 . CY) C m 00 . Co co C) N co co . rl_ co co ce) 0 0 IRT C*4 628 > > w w 0) 0) (0 . 0 N Lp m Nr . LO co to . a w . Im m Cq co m a> (0 0 0 'T C14 co C%j r-- LO cr) co co t r., v 't v 0; u-) It c6 _j _j W w V Cj c6 m U-) CO 0 ul Lo LO V) LO tn LO U) LO US v 0 v It lq-m LO 0 0 LO CO (D LO (0 (0 00 v (b CO CD co (0 w (0 w (D w to w to w CD 0 CD CO to to to co to W LL 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 LEON LANE DESIGN SPEED = 25 MPH HIGH PT STA: 11+30.38 HIGH PT ELEV: 653.42 PVI STA -11+R0 3R 15+00 15+50 16+00 16+50 17+00 17+25 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 TRINITY WA DESIGN SPEED = 25 MPH 17+00 17+50 18+00 18+50 - 19+00 19+50 20+00 20+50 21+00 21+50 Qp O SCOTT R. COLLINSZ No. 35791 z U z 0 Ln Lu 0� 14- Ln PVI ELiEV:652.4,2 Ln Lu z z z ui w w K:59.90 fn 00 0 -'0 < 0 U m 0 u 660 LA LVQ:100.001 V) 0 co < z D 0 ce W z D 0 ce W z D 0 u Ce W 660 CL to V: N SSD=696' i 60 Ce) m LO w W w V) 0 M m6 LO uj m In ae Cly rn rn C\l !� (r) - W <> +_ LLJ 7- LLJ - _j , yj > P-4 LL L) > 0 655 H co U) W (f) < uj ;pp L9 0 VERTIGi,AL SCALA _j Lu U 4 q 0 2.5 f 5 20 < V) 0 650 W C)� U < A 650 ( ALL FILL MUST MEET; U) _j N FEET 5 W _j ! ! i� All 95% cbm, PA&I.ION Lu 1 inch ft. 0 U) 0 U PROPOSED 8"X8" TEE' - w 1-8" G.V. (-PROPOSED GRADE HOMZONTAL' SCAT LE 645 1-6" G.V. I i 45 645 CO ) 1 8" x 6" REDUCER0 25 Lu 1.40' b 7U rn 0 Lu CT JOB NO. WAT 66A l FEET 640 V.11 11=51 H:1 "=50' 1 inch 501 ft. 640 8 i I } ! HIGH PT STA: 18+76.70 X0 ; ` H 10H 1 PT ELEV: 623.87 I ELEV :625.04 -4 K:42.91 635 PROPOSED FH ASSEMBLY 8"X6" TEE _j XISTING GRA )E 635 00 2-6" G.V. 18" x 6" REDUCER, SSD=514' C) (0 co N + D CD w 630 i ; i ! i ! !i ! (P) 6" CLASS 52 D.I. WATER_L_l`NE_):� h .45' 66 W > i i i i 630 STM WAT 625625 { 1 ; i ! 62A { \\� !T llE + ! { i ALL -ILL MJST ME W co PROPOSED FH ASSEMBLY 70,01VIPAUTIO IN Z 620:5 1 619X6 11 TEE 620 1-6" G.V. 1-411 G.V. Z 0 w uj" 16" x 4" REDUCER 15ST WAT M z 0 Lu 0 4" CLASS 53 D.I. WATERLINE 0 615Vo w + 615 PROPOSED 14' G.V. 6122 1- TYPE A B.O. 1 612 CY) I- 0 . CY) C m 00 . Co co C) N co co . rl_ co co ce) 0 0 IRT C*4 (C) a) C! m 1,- LO 0) 0) (0 . to 1* CN 00 . 0 0) LO LO Cf) f0N Lq co co m LO P_ 00 LO CD Lp v. u� LO (6 M LO ui L6 U-) 4t -e to 0i to 00 v 0; u-) It c6 vi (6 4 V Cj c6 m w cr) 06 co r,: em Cf) ui 0 m Ci cn m .: ', ce) 6 N r': (0 CN C� L6 04 0 c6 -m w LO CO w LO CO co LO 0 0 LO CO (D LO (0 (0 'Ir to CO v (b CO 1* co co v co ,*. C0 w I%T cc w I cr) cr) CO (1) co (0 ce) (0 (0 ce) (0 w co CO CC) I N co I N co (0 CN CO to 04 co N to 0 to 0 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 TRINITY WA DESIGN SPEED = 25 MPH 17+00 17+50 18+00 18+50 - 19+00 19+50 20+00 20+50 21+00 21+50 Qp O SCOTT R. COLLINSZ No. 35791 z U z 0 Ln Lu 0� v n 5 5 14- Ln Ln Ln Lu z z z ui w w fn 00 0 -'0 < 0 U m 0 u m 0 u LA -4 V) 0 co < z D 0 ce W z D 0 ce W z D 0 u Ce W CL CL a- >�z uj 0 Lu (n w W w V) Lu w uj w ae Cly � v n 5 5 14- Ln Ln Ln Lu zCi fn 00 CY) Lf LA -4 v n 5 5 zCi CY) Lf 0) 04 CY) w 0 C\l !� (r) - W <> uj > - _j , - 06 P-4 LL > 0 > H (l U) W (f) < uj ;pp L9 0 _j Lu U w V) < V) 0 C& W C)� U < U) _j 0 W _j Lu 0 U) 0 U - w u CO ) Lu b rn 0 Lu 0 JOB NO. 112066 SCALE % V.11 11=51 H:1 "=50' SHEET NO. 8 v n 5 5 610 oh� SCOTT R. COLLINS'20, \ � \ \ � � � \� \ \ \• 1 / \ U No. 35791 ,� ZONAL E G -620 Ogg /40 4 -\ j -----630- \ 00. 660 Ak 64EvIn 0 \ \ Structure \ Area (Acres) Cw t' (Min.) 52 0.00 0.00 5.0 54 0.00 0.00 5.0 56 0.00 0.00 5.0 58 1.02 0.57 5.0 60 0.84 0.45 7.5 60B 0.31 0.60 5.0 62 1.29 0.40 9.2 62B 0.72 0.50 5.0 64 1.38 0.45 7.5 66 0.66 0.55 5.8 66B 0.38 0.60 5.0 74 0.95 0.60 5.2 76 0.20 0.70 5.0 78 0.98 0.50 5.9 32 0.28 0.45 6.0 32B 0.27 0.50 6.0 34 0.49 0.52 5.8 36 0.54 1 0.50 6.7 z z z -`' 00 0 U U U CD z z z N 0 0 0 H a a a z o 0 0 LU w w V) N w LU w w ce C� Ce 6 JO , 3 a 4 1 R A / 63 ,. r / / _ o V = 77- .00* \ %j - U _ \ / 630 / _\ •�; s / i 2 ® 0 - 4 _ / rk � ........:: rov 62 r024 F --\ �---'.._. _ _____ -.'--- (;""' : "�.;-".: . � " •f ; . ' `\ � -'' .\-•. / / -,\ � . � � \! / / // '/ / - 620 .�....,, � ~- -km '`... 620- 000. 06 Ld Ld En LLj Q z / s _ ' �- ` - S ^ _ S _\' / !/ •�-'\\ \\ \ \ \ \\ - -� 630 /® / \ \ \ 1 \ \``\ / //� / / }- v = o v Ulu 0 - CL 0 CLCL W Ce - _-60BR / \ \ \ a ( / 1............... 6V w 6 52 0 \ \ \ \\ 1 \ 1 1 1 o 1 \ -1 / i 1 \ \ \ 1 {\ J I / 0 71 cm 0 \ O 41 1 \ \ ,�.-Ui GRAPHI� SCALE \ \ \ \ \ \ \ \\\ \ \ \ \ \ , I ` , ` \\ \\ ( i ' o o oo0 2s sJOB NO. IF 610 112066 /N FEET \ \ \ \\ \ \\\ \ \ \ - / \ / / /=rD�o ! ' i / / SCALE 1 in6h 50 ft. / ` \ f \ \ \ \ \\ \\ \ \�\\ � \ \ \ \ \ \ \` ' � � , , 1 ,.-- /•moi // / •' - - � // / �,, - -�.-�� , ,o- �-- -',ii � � / � /- .i- o- �, • \ \ --- I r /� / �/' 1, . / - - �� / / SHEET N0. a ami WO OD L A ND PRESER VA Ti ON: GRAPHIC SCALE WOODLAND PRESERVATION PLATTED WITH PHASE 1, 2, & J = 9.897 AC 50 0 25 50 100 200 WOODLAND PRESERVATION PROPOSED WITH PHASE 4 & 5 — 5.551 AC IN FEET TOTAL PROPOSED (PH I—V) = 15.45 A C 1 inch ='50 ft. TOTAL REQUIRED (PH I—V) = 20% x 76.93 cc. = (15.386 AC) Plant Legend Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY. Total Quantity Canopy Quercus phellos Hightower Willow Oak 1'1/2 min 11ht. QP 370 54 .19,980 Platanus acerifolia London Planetree 21/211 PA 479 33 15,807 35,787 .. ... ..... . . . Notes: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 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. / — H L ff 0 O SCOTT R. COLLINSZ rJ No. 35791 Lu L - — — — — — — — — — — — — 00 M00 n Ln � f I I I I I I I I I I I I' I I I 1 1 `�'^•--) / . - - - - - - - - - - - - - 1 I I I I I I I r I i 1' 1 1 1 1 r_ �'. -� , J j. CO F LOT 45 I LOT 46 1 ' f , 1 1 1 1 j 20,004 SF 20,010 SF I I ( I 1' 1 1 1 1 \ — _ LOT LOT : 37 20,123 SF -7 CM Or) n07 CC' LOT 47 LOT 48 i ' j l I. LOT : 't/- 1 20,021 SF 21,113 SF LOT : 43 I I I! 1 1 C31 it LOT : 41 20,009 SF 20,000 SF 1' 1 j l \ / �. ./ _j 20,007 SF 1 11 , -_ _� _u_ I I LOT : 52 1. Lu 0) ' 1 ' 1 LOT 49 21,756 SF 20,021 SF r%_ `� �- ::t ` I I I I I ��.�' i I 1 1' 1 1 i I 1 CY) CY) LOT 50 M ` ` ` - ` _ .:,:1;::%:`, ,,. ° ` 1_ . 1 'I i J — ..� 'r \ \ '1 001 ft.� - If /' 1 1 20,850 SF 00 CY) LOT 51 i 11 11 \ � 20,049 SF /* CO LOT 38 / '.•.�E•-.'.,.'. _ _- __ _ .' ,. �� .• '. .' •`�'�. ��'��. \\\ �\ 1 � 11 1 1i \ ` \ / .' 20,022 SF _j—_—_ 1 \ /•��/ '—� \ �1 l 1 /' 0 L Lu N LOT 40 ••W 20,031 SF > 0-6 ui PROPOSED TREE PROTECTION FENCING. / / / —� / > z (W QUIZA OEM= U) U-1 < LOT 39 W (r) 20,008 SF WOODLAND PRESERVATION X *'N . co L9 4_1 0 ro *40' Mmff" _j z I :. / 5 -� 5 _Lu 0 C u Notes: U)) co S___S CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED Z TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. (,WC)ODLAND 1-HLOLKYA I ILIN.) W NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. D u _j PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ 1u) 40 OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREESomme" ARBORIST IF ANY OCCUR. WOODLAND PRESERVATION -J 100 w _17 4&5 CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE .00 OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY W 0 TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 40 LL 10 40000 WOODLAND PRESERVATION ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE 0*0 l 00*1 ui OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE ♦000 Ile .00 WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS / 5/ / WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH / / LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN < .00 ole ♦DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. t 0 / 5/ / / ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(l) SHALL BE MATCHED AND SUPPLIED FROM u 0 // i / // THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY / / / ♦ / , 5/ / SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING uj INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT / / i / PRIOR TO PLACEMENT OF ORDERS. b w ♦ 00 LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT 11ME OF DELIVERY 0 Lij AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE a-(1) ARCHITECT 48—HOURS PRIOR TO DELIVERY. I JOB NO. / 5 \� // PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 112066 / /MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. SCALE 0#1 .000 MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE _/ / / I TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— 1 50' �� / 5 / \` �, SHREDDED HARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY *01 Ole / / SHEET NO. DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 10, 13