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HomeMy WebLinkAboutSUB201600061 Plan - As-built 2023-03-17 (4)AS -BUILT SUBDIVISION PLAN FOR GLENMORE r\2C-11 -PHASE I TAX MAP 93A5-1 5UB#201 GOOOG I 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "=2,000' 4� N2��4nAge Rd Westefham es Rivanna Aircraft Sales Fand �a cot,, ,, `gag P%, t� Mobile Scratch Pros � � Energetics e m o� c Lt� ` v a � SITE Vie o� ey` o_ Meek a Ltmeslooe Rivanna Water r 7 & Sewer Auth a rb 0 y O 9,w r'o IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER 5NEET C2 - ROADWAY A5-BUILT PLAN C3 - ROADWAY A5-15UILT PROFILE C4 - UTILITY A5-BUILT PLAN C5 - 5AN ITARY SEWER A5-BUILT PROFI LE5 PROPERTY INFORMATION OWNER: GLENMORE PARTNERS, LLC PO BOX 645 TH CHARLOTTESVILLE, VA 22902 DEVELOPER: C� RED DIRT DEVELOPMENT O PO BOX 645 US. HIMP a CHARLOTTESVILLE, VA 22902 183 r23w� ZONING O "SSIONAL ECG PRD SOURCE OF TITLE DB 4498 PG 207 MAGISTERIAL DISTRICT Scottsville BENCHMARK NW Corner of Lot 48 Elevation: 368.14' SOURCE OF BOUNDARY & TOPO TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS IS A COMPILATION OF THE FOLLOWING: TOPOGRAPHY AND PLANIMETRIC INFORMATION VERIFIED WITH FIELD SURVEY ON JULY 7, 2014 BY ROUDABUSH, GALE & ASSOCIATES. JAMES H. BELL JR., P.C. (U.S.G.S. DATUM) DATE OF PHOTOGRAPHY FEB. 22, 1998 DATE OF COMPILATION MARCH 12, 1998 ROUDABUSH, GALE & ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS -BUILT ROAD AND UTILITY PLANS - CARROLL CREEK ROAD AND FARRINGTON ROAD PLANS DATED APRIL 4, 2008 ROUDABUSH, GALE & ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PRIVATE ROAD PLANS FOR SECTIONS N, 0 & P, PHASE II, DATED MARCH 6, 2001 DATUM: NAVD 29 BENCHMARK: ELEV. 290.97 BOLT FIRE HYDRANT RIGHT FRONT BONNET NAD83 VIRGINIA STATE PLANE SOUTH SOURCE OF AS -BUILT SURVEY AS -BUILT SURVEY PROVIDED BY ROUDABUSH GALE AND ASSOCIATES PROVIDED TO SHIMP ENGINEERING: 08/25/17 ADDITIONAL AS -BUILT SURVEY PROVIDED BY FORESIGHT SURVEY, P.C. PROVIDED TO SHIMP ENGINEERING: 07/12/2022 eX STORMEASEMENT �• STMIri .92 SCC A2 DETENTION POND - / W PLK-pU1 50,_,.-••- " nto IN=338AZ � I ELEV 333.85 0UT=338.40 I 4 WM _ _ \ STANDPIPE 34D \ 20' STORM EASEMENT TOP 339.56�•.\ i ` / \ \0? 3g95 HDPE STM. SEWER OB 4946 PG 44K INV 330.73 F \ -..-.•� / I FF 3T9. 88 COPPSERV'CE -.....-. gwP�,OUj ✓ WATER I -..-. X51fi \'� I ", SNRE�TO SAN LAT / ` \ \ METER / yp WM FACILITY EASEMENT �• \ / �` `AN LAT ,0'OL / DB 4946 PG 44K �. RIP -RAP _. \ / SAN LAT .��. F I F. O FfBs _ �^ I A6 o a TOP 358.43 / / INV OUT 345.07 n / INV IN 352.97 30.94LF 15 / /' gFE' OW INV �G / T ' INV OUT 345.67 HDPE @1.94% �f } as / 0 0 15" HOPE U N W \� w FHA T , w lv1 z w z w WM \ N. W d z 15" HOPE 0 I f t �+. Fy CD-1 UNDERDRAIN F GRATED 545 s / - - - - - - 520 ' .. ` ..,` a?.Lr`cr' \ \ �TOP 381.79 1RAIL a X - - - - - - - -j / / INV IOUT7376.99 FHA\• m n g'MF O . • / /�%` tiF Q 61 SF SAN LAT ., "r ' SCR L6 SS18 - MH-1 F I �qC > A i/ r R $ 163.74' TO MANHOLE ' l Fq S " n � X I --- � 1 9 9 ��� � ❑WM i TOP 385.83 � \ 8 c q (7n, �• 0 1 FHA E $ INV OUT 378.08 / ' S \ w �� / J 15° HDPE gFE 1 OUT �� �O� 126.02' TO MANHOLE J �pO WT1 SAN LAT RAN I F / \ WV i \ "HDPE I t5 � _'.'x'� ,,.t.• EDP \/ / 1 ROW 104.08' TO MANHOLE ° O / ; / �� 4-p17_ b 38�:,' A,� � RF � � � 0 ..?`•.<' �-^ : 65' TO HOLE 893 � \;'' '•� :' ♦ \ F WV = 9 20' STORM EASEMENT A7 - DI-7-GRATED I ' "i`', t �,, ° `. ` \\ '� - ` A DI-7-GRATED 11 a DB 4946 PG 44K TOP 368.12 8" SDR 26 • 9'' \ - TOP 381.77���% U U I INV OUT 364.29 88. \ 10,400 OF ,,, � ®\• \ � - I I i I � � � V OUT 10,400 SF -373.2 A I OU 1 / ' FFE=372.7 SAN LAT 49.3T TO MANHOLE FFE=371.1 I WALK- BFE=362.7 6FE=363.2 SAN LAT • � \ \0� ��'�' � � �/ \ �p '�¢>�s � �+ BFE=361.1 WALK -OUT WALK -OUT I 1 .. �6, • FiF S P� 88' WALK -OUT I n I DITCH LINE 752 X (TYP) 1 S° SDR 26 I WM / N 19.96' TO MANHOLE /' qo\ 7Ci o H / 16' FROM VALVE - 72. I o I N SAN LAT : •'T."' , 3 O6 SF g \ ' /'2C A n / / `•'.` u coPPs vlcE 84�',:> x -4Op, c/ ' �.,• t r SAN LAT I SAN LAT i o m / , NZERAE R S , / \ \ IS L. HIMP Y ' ;: ^ ' SAN LAT `E M / WM " T o i / " ' ❑WM E / / X / o. 183 WV 8" CL. 5 DPW - ' 65.54' TO MANHOLE 7 _ M M ON SS1 w - w EDP w w w •-•;: '`k...:'," +:: ••{`'rri #8, fT_°:': 80' � NV IN +2� �, SAN LAT Q�Ri INV 0T 37501 \� •`.=,..` ,.:>.:'. ,• .......:. v,.,,', 4;: Sz ` FED-�\P0 16' FROM ^: ' �, z 8g x STD. STREET O S co �� ) `�- 752 EOP �'• � \ 7D . M VALVE (TYp ° � �SI� , ai ';S, `�%* a", t • .O - .. 0 / NEW STORM EASEMENT (TYP.) I SAN LAT aX \ SAN LAi SAN LAT I m � A SAN LAT NEW STORM EASEMENT TRIPS/DA MUTCD R1 '7T' „ 772 \ 13.48' TO MANHOLE - - w HOLE I NSF \\11\. � w w w -w -w w - � � _ Y_ _ � T CZ) WM I o m i z MAN \ \0 S5 �B\ / _ - W "' % CD-1 UNDERDRAIN \ - - 21+00 160.64' TO MANHOLE \ SSi6 - MH-1 / - m ,� ,:. •r • _ SS15 - MH-1 T g' \ �� 20+0 88 , CL. 5 DPW -- w w w 0 o TOP N 366 .. .... � �y7c�� 1 alai, � , _ TOP 369.64 II w 57 / RAi'� �5 1 ' INV IN 366.37 8,:X6:,� � � o rn �ww o 8 o NV � � O o 0' "- � co � T �• .•. =='i I 13,162 SF4 1 � \ / EOP � .' - �,L.r ,`. � � °J" -368 60 x 1 S4AN PVC OU � - ' 675 n - _ 0 I- - >706- 1 T,tir� � �Qa X i U tR 1 748 / OUT(D R1 NEW STORM EASEMENT z -- -- -- -f' I EDP I - - ^I 1x ROW 366 w� 8" SDR 26 �<`: < O I / � 000 w u 47 n ° m �' 45.91' TO MANHOLE \ I z o cc",' o 1 J Q lLJ 0 o do�/ 1 ' , I "' MH-1 m o CD-1 UNDERDRAIN IL 91.98' TO MANHOLE X 679 o m DITCH LINE TOP 369.64 O z - roc` r` o NVNV IOUT8361.27 ti7 \\ 160.64' I 1 I io DRUMIN ROAD - � WM 58 C2 1'=30' - 1--------------'I \ I Q DITCH L1NE i \�, � 13,16�- � SAN LAT gFE- ` 380 100.91' TO MANHOLE I °"Ly n l x y) 1 V_ ROW 1 I Q I l \360 E9 - GRATE 3X3.33 1 91.98' TO MANHOLE ! _ _- 375 1 TOP 355,17 �o 46 20' STORM (EASEMENT m_ INV OUT 355.17 I I 30.82' TO MANHOLE L o>T�i II II r1� „ 1 X67' DB 4946 PG 44K g 370 (o O J . , m CD-1 UNDERDRAIN - n /77 E8 - MH-1 w Co P D TOP 353.75 TE O Iv ti N i 14.08' TO MANHOLE o, NO O< N 365 /05L� S INV 350.18 >, • � 1 O / DB 51363 56e EASEMENT pG 57 SAN LAi X WM N - I�z SS1 `�-„-••-••-"-•• WATER SERVICE - �•` TOP4 92 MH-1 361. SAN LAT INV IN 356.20 i A E8 E WV : INV OUT 356.01 / 355 4f �, i/ 15" HDPE F4 STM. SEWER (TYP.) '` FHA �- - - - - - - - � \ o LL F4 GRATE 3X3.33 � 15" HDPE �' - `.' ' TOP 360.23 350 INV OUT 352.51 HDPE or i EOP m SAN LAT '}, '' Y �?!'; ➢ -coo 55 O O O 345 / .\ / n L Im+-C�� _ 50 W # �' �� "�!`. w ca ur _ o n E7 -rt$-1 y...� �'4 348 347.32 �� 1 BOV m . , r" p - / v 7 / I RIP -RAP 9Q' \ N#1 YP.) _ O J / LU qF�� v �../� s ---- - _ '7 , SAN LAi CL _ _ m NEW 1 E2 1 - „-- - 15" HOPE 3 FENTON COURT PROFILE ! C2 1"=30' HORIZ; 1"=10' VERT. STORMPRIvgrE // j s 2s 27.52' TO MANHOLE V/ EWER j l MANHOLE 2 I I I � DBG517.iSEMENi ® •� � - - � - -- -- - - � Ytbi ,. ,_ �� e, ;' �4 65n' J W PP 5 � Roadway dimensions provided IN. WIDTH MEASURED /5'� �� SS13 - MH-i - M 50.0' PRIVATE ROW / / /? ; 1 t , TOP 361.04 W by Roudabush Cale and 250 /tea 1A ♦ = NV IN355.05 PIPE E8-E7 VIDEO INSPECTION S SAN LAT Associates, Inc. On August ® ® / a� ' BEEN REVIEW BY THE MANUFACTURER, ADS. q I / � � : 1 � � � WM INV OUT 354.84 m g Fko g ! / THEIR ENGINEER HAS PROVIDED A' / 25 201 7. HOULDER TRAIL BUFFER ANE LANE SHOULDER // y��a• j �� CERTIFlCATION LETTER THAT ALL D�2EPANCIES v ` r y 8.3% 31 /� // ♦a elm NOREPAIRSARE REQUIRED WITHIN THEIR AND j / 3 ��\ o o 54 21% 8.3% 2.1% 2.1% y / Q - Pavement Depth provided by - x i ; / SAN a �� gate _ 5P � 31.45' TO MANHOLE < LA � 'R� Q S.L. Willamson Company Inc. 2.0" SM-9.5A ASPHALT ZO SM-9.5A ASPHALT f /.� J�'` \ \ \ ©S 263gNy SAN LAT 07 18 2022 4.0" VDOT #21A BM-25.0 ASPHALT �/ \ •% �� / \\\ / \ •\ ,.. \ Scale on June 27, 2017. VDOT #21A // - / • \ SFR \� 1 "=30' f��� \.t 52.04' TO MANHOLE 30 0 30 60 90 4 ROAD CROSS-SECTION t / \ s \ \ \ Sheet No. Scale: 1`30' C2 SCALE 1:10 2 FENTON COURT e2 of 5 File No. C2 1"=30' 15.050 395 EYE Ne INDICATES — — — 390 �) Z �, w 01 N w � N z_ rq z Z + o + AS -BUILT — — — — — _ f > ELEVATION J 385 380 [T� ^y 0 O I V) a® Z W J o Q cn w o o A(, IFV38,390 W 11A —A c� w 7717�NE'p'LJ - ARV STA 14+89 12' X 8' TS&V J 375 370 ass w vN W� \J oRO N > r� °' O °� J FHA STA 12+44 8' CL 52 DIP WATERLINE 'A' _ �n in o m STA 12.25 _ m Q o 15'HDPE INV=3n.28 50 RIG 25 MPH ADT 62 D 9A T-OF-WAY ESIGN SPEED TRIPS/DAY N U ltm5kFHA STA 15+83 J WAS 11 - ° B• q 52DIP N m o �N >s^ N N� N 'n a 360 N V) NJ aJ w Q y�� > U w 355 W tt >T� U Q O I w o < NU Q 350 z 345 340 335 U IS MN P Y 11183 330 o. 325 sSIONAL ti�G 320 315 ' ) W J 310 � O N N V ifJ I� OJ O r'J [O I� m [O c0 n n N ifJ On/ M M M M M M M M NJ M M MI NJ M NJ NJ M NJ rJ M M KJ M M r"J M M r"J N N N M M OS 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+ 2 DRUMIN RD STA. 9+50 — 18+00 C3 1"=30' HORIZ; 1"=10' VERT. 395 I..C_. �('� W cn Q C) U � O � O E E C O O V Q ° N O z 0 O _ � o 390 o Q 385 > > 380 375 I + 370 _ —PROPOSED 01 — — oGRAY 1/R 365 O360 W ^ oI�N n o+ U W W Z 355 - 0 ZQ 8' X 6' TEE Z _ _ 18+83 M N = 5.001K Val PIE 350 o 7 345 i O O O 340 335 3 z ROAD "A" 50' RIGHT-OF-WAY 20 MPH DESIGN SPEED ADT 620 TRIPS/DAY /r nn \ U W J W MIN. . ¢ N J W a N + - w d - r m V/ 3ZN + N J H J H Q N U m 315 J N Q 310 Q • O OJ N ifJ �p O — iIJ V� p 1� I� O N cD n O n r M tD M N N r`J O OJ O r"J OJ OJ r'J OJ m Date pp55 376+50 26+00 5+50 25+00 4+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 DRUMIN RD STA. 18+00 26+50 C3 1"-30' HORIZ; 1"-10' VERT. 30 0 30 60 90 Scale: 1"=30' 07 18 2022 Scale " 1 = 30' sheet No. C3 OF cj File No. 15.050 SAN. SEWER IP SAk SEWER _ R'26 1 ..� 1 EARTHEN DAM _. •.\\ � � \ .f �' _.. .. 81V OUT 330.05 TOP 34200 •',t■ __ \ SCO Al -DITCH LINE k` �y y\ - -_-- _-- / I "�+',n \ DEtEN1WN A 58,gOlF 24 / ��_ . y A7EA V-RAP 7S CMP 03 i \ 37.983296. -7B.374825 IFF \ 4 \\ \ \ M I �' / ' /..�.. -.. ././ D.B. P.G. F�3 �4 \ 20' STORM EA I wgi 3.3g / / /� / \ ♦ �// / \ a9b6 I / our FF >y \\ \ f lL3 \ / \ I BFE=377.5 I BF arv01j a590 B.O.A. + \ •� i / \' Sgg 1 I WALK -OUT WAL Btv Wr 375ao ii \ \ "off?. "b 2><4' PVO I ' T > a i l� psi •�\E�,dA i / \ W F�K I � ppNO / V ® \ 1. COPPSER�OE r �Y \ A2 °�°t33aa6 / 5895 wAhR so\ SAN AT o \ ♦ �:z2 I E1� \ FFE, 6�95 \ SN EMEtEa sAN uT \% i �338 YdA •/v \� ' t �'• v / EASOIENT TOP 3391 .56 ! � \ � P\'� 0 SAN lAT Tim � \ // �•\ 15' Hurt -• - 34C!\ pg 4946 PG 44K INV 330. 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'sx it = .N 1+. - SAN UT SCt�`�. 27.20•TO MAE6101>: � cb0 \ j '\ ^ '.. // X � /: 21+00 - i-� < • i ti 111 • / 6PC 0 �i_I-�TEE S i r e� {{ i H"X5" EOP _ SAN LAT \ 3.48' TO MANHO 1 i'" NEw STORM EASEMENT M1' ' 45.91' TOM�� CD-1 UNDERORAtN 180.&• TO MANITOLE \ Top 3 OP SIGN a a MUTCD 31-1 I 8• SDR 26 1i I 5515 - MH-1 r" \ R7Y 386• / . % // /_ / / // / j: Top 369.6a W -n - 1 y1.43 �Ib ': s w� � � ➢ m r" i l � I uv g :) Olra LmE Jam. 57 ara LINE } A 4 \ I+ EGP _ ROW _ p '-•� a - - - - - - -91. TO MANHOLE ' I 91.98` TO MANHOLE j TO "ANHOIE -m Otl-1 UNDFRDRA� / j y // Eg - GRATE TOP 3t(3.33 I y I ➢ w F n n Y 38 I - 360.z} i, �'17 NV Ot 35257 / / .\ / ;=•.. // WT 355• � - TD MANHOLE INV W7 35237 � _j / / / /.. TIT I I ENT -q It46 zo' 491E6 PSG 44K O t . t o TOP 36192 1 „ a o ES 3 79 INV IN 356.20 / SAN UT SEWER INV OUT 356.01 F4 - GRATE 3%3.33 �`XX♦ � � SAN LAT Fl1A OUc\lL ' � � °" � / PG TOP 360.23SpR` II ' WATEft SER CENTERCG " :: INV WT 352.51 9.- 1" COPPER 1 WATER SERVICE I i �tVP� ,..�y ; F4 -: R TOPM359b0 / \ / /. LATERAL TO- - . _ �' �" " T _ SINGLE METER .. � \ EOP � 6� /� 11 � Trip A,/n� INV IN 35233 / ,,. •,// X // .n T (T�) _ 1, E8 .r•• 'y' o BOV 9T // 0 3f 3S961�z6, i x /// is < q 1 .. ' C,.i 1 A%/ I / W E7 FAN LAT 20�AN EASEM� 45 I - 347.32 \ . 1 Z ; 4946 oS Cn � �' � 27.52! TO MANHOLE IRW-RAP TOP 361.0405 ✓ i W / / / h . Y MY 0 3 s ..~••-"7 \ MANHOLE XIV ;" 1� ` \ '�• OUT 354.8a /� -._.._........ ..1 _ I ' 1 � �`•%J''' -ci �' °' '' � \ is SAN IAT VA1 WM e• a3 a+ vv ���J pg 5,7g '�EH-E7 NDEOMAOTURFNi'ADS. NM 13 \ B\\ 57.91'TO MANHOLE i� O C / /� PG �7J / / i I� A BEEN RED B HAS PROVIDED A,, pµgES v v� SqA SAN LAT ��// r/ UH-1 THEIR ENGINEER TTER THAT ALL'"► VA / SLIh-R v v / / 5512 - 7A1H1N THE TaIERARCE ARD i / sAN uT \ \ i TOP 353- \ O PRE APE REWA@ E i / r-i 5204• TO MANHOLE / \\ OtV WTW}53•86 /. E1 LAT 7- �;r I I >s \/ \ '\ '•\ F3 - GRAIE 3xa3} \A�'rPl\/i �I-- / I . / /l 357.46 l / /N�3 3f 9 /`'\..�"J \' / \\• t5 HWE \ •\ w 97 349.335 20' STORM EASEMEN \ / . INV W7 DB 4946 PG 41K OUj 39 0`S9 ��\ apy ��� r r \ \ / \• FFE_ 38 \'\ \`\ FF S�5 OF -/ .o°� o 3579 / � . \ OUT oz \ .�! �\ •\\ \ / / MV vmv OU339 T 3374 956 •\` ,/ / / t\ VC I I i YZ7 / \\ 20 STORM EASEMENT \ '� of / �..'. Pam. H SEV Is\. DB 4946 PG \ 8 SOR,2 mil".. DD .\ .,\• \/ 1 � T .47 i�1 • .\ _ ._.._.._..-.. ...... _ ------- - ! 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