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HomeMy WebLinkAboutSUB201400160 Plan - As-built 2019-04-16LEGEND EXIST NEW DESCRIPTION 1'�' ,, 12' TC TOP OF CURB ELEVATION W x 125 SPOT ELEVATION ,I i�p -rw x 'I 21D Tint TOP OF WALL ELEVATION 11)5 Bw BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER Fo ROOF DRAIN SEWER LINE WATER LINE CAS GAS LINE 41 CHE OVERHEAD ELECTRIC WIRE - 00E_ UGE UNDERGROUND ELECTRIC -.--T OHT OVERHEAD TELEPHONE LINE c rvJ� VU , �.a .. ,T UNDERGROUND TELEPHONE LINE E.� .1 I' DRAIN INLET (DI) 0 STORM/SANITARY MANHOLE F PLUG °'' WATER VALVE & BOX .* FIRE HYDRANT WATER METER LIGHT POLE y +F UTILITY POLE PROPERTY LINE — — — — ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK / PARKING SETBACK _.Y— --- SANITARY EASEMENT GRADING EASEMENT ° °—MNWX41' DRAINAGE EASEMENT UTILITY EASEMENT �...w�• "• ,�- — WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM INTERVAL CONTOUR ,— — oo INDEX CONTOUR C —= STANDARD 6" CURB COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK s�46 RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND �o io PARKING COUNT IIIIIIII CROSSWALK a j % j/ HANDICAP ACCESSIBLE AISLE F CG-12 HANDICAP PARKING *UT Of 13OUND5 AS-PUILT SET JACK JOUETT DISTRICT, AL13EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' fir.. «r Cr.:. Iss`IIr� �t m+ Trrl$ I Oil Vd S "-ra l curt rt raMFB55 ����ppt f Hunl,,e g, 1" Lire rJ 5 44 ail H10 Coo &ieen r M1 ThL h n tf €rrt H rI l wM , .. ,.., �fl. J� t ce Jf rqp 'e+ - R3SP.s Ik�C&�r.u�ilA31blP d: xnr ..Ire` :.7 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER 5HEEl C2 - ROAD AND WATERLINE PLAN GEORGETrOWN RD C - ROAD AND WATERLINE FLANEIZCET�OWN RD C4 - ROAD AND WATERLINE PLAN 5. BENNINGTON RD C5 - ROAD AND WATERLINE FLAN OUT CAE BOUND5 CT. CIS -- ROAD AND WATERLINE FLAN TOWN M EW5 LN C7 - 5AN ITAI , I EWER F'IZQI�I LE5 C8 - UTILITY FLAN C9 - UTILITY PLAN C 10 STO R M 5EWE R PF\30fILE5 C I I - 5TO RM WATE R D ETA L5 OWNER / DEVELOPER OWNER BARRACKS HEIGHTS LLC. 195 RIVERBEND DR, CHARLOTTESVILLE, VA 2291 1 1730 OWENSFIELD DP, CHARLOTTESVILLE 22001 MAGISTERIAL DISTRICT JACK JOUETT ZONING NEIGHBORHOOD MODEL DISTRICT PER APPROVED ZMA 20 1 2-00003 APPROVED NOVEMBER 16, 201 3 SOURCE OF TITLE DB 4254 PG GGO TMF OG000-00-00-OG500 (9.42 ACRES TOTAL) BENCHMARK SITE DATUM NAVD88 STOKM MH TOP ELEVATION 570.07 AT SITE ENTRANCE ON BARRACKS KID SANITARY MIT TOP ELEVATION 553:G0 AT SMITHFIELD CT. SOURCE OF BOUNDARY & TOPO FOR ORIGINAL PLANS BOUNDARY PLAT BY ROGER 1N. RAY $ ASSOCIATES, INC. DB 3875 PG G5 (04128120 1 0). TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOUISA AERIAL SURVEYS, INC (03/23/ 1 3), FIELD SURVEY OF BENNINGTON ROAD AND OFFSITE UTILITIES BY ROGER W. PAY INC. SOURCE OF AS —BUILT DATA FIELD SURVEY BY LINCOLN SURVEYING ON 0211 G/ I G. UPDATED ON JANUA KY 3 1, 20 17, FIELD VERIFIED BY JUSTIN SHIMP, P.E. ON 1 110911 G. STORM FACILITIES FIELD VERIFIED BY JUSTIN SHIMP, P.E. ON FEBRUARY 2 1 , 201 7. NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. .F INDICATES AS —BUILT -------- Georgetown Road . ...... ------.._ 600 50 Public ROW _ y _ _._ _ _----- VERTICAL CURVE 1 2 _. __._ __ �,._._,._w. _____�__._�_.____...__,____._ _._s____„_.___ _.�__ ___,. _... _ __� • _.._._m__. ____._ � � RTICAL CURVE 3 Design pee � 25 MPH �. • �"VERTI"CAt "-CURVEry �t EtE�l.57t.OQ � � PVIry•�E��'V�i�3:�8____,_�__._�.__,__..n_..__�...,._._,__,__�.__�____�,.._—,.____..._..�,__.._____._._.�,____._.,._._.�__,_w_,..._w.___._�._._,�_.� ..__�.__�._�_,�.._.____....___..._�.�.._�...�____-__. __.__...,.______..�___..,__.�._..__n_._� _�,.n.._.._�..___ _w_..._._�.._ 595 ..w � - — ._ —4,Val r,�-- _ _ m._ __..___._. , _.— __..__� ..�. _...,. 0 59ed Grade CK� wr� �..._...___...._____ _ ._ , ._____ ,__.,._.__.__-__ _.._.._ ._ _..__...W....__. . _._._w___ __ ..__ __ ..._�_._.. ,_..._. _._ -__ . ._.,_.__.. _ _ __w_. _ __�_,..._.__... _ �___. _ . _.� �.._ _._ __. _.___ _.__._______.___ •_ a win. __�.. , ___ .._�._ _. __. ,w .____..__..____-__ ____,._.w____ Go c} KC T Ln a =.r' ¢ w a. 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LO LC) Ltd E Ln Liz} L[� Lf) L(7 L[7 �a . _._ _,. _ _...._. __®_ _ _ - 7 �y....__. . y_......_W_..,__- __ — __. __ _ . _ � _ ..a._. _ _ .._ .__ w ,_. _. ._. .. .. _.._ __. _ _ _.. _ _.__. . .�_. , _ _ ._.. ... __ _ w � �? _.. ._ ._. _ �__. W __ .__ LO � LO LC} LO Ln 1 )4,00 GEORGETOWN ROAD_ AND WATERLINE_ PROFILE SCALE; H. 1 "=20', V: 1 "=5 1' I C�l LOT 52 (BLCICK, ir?_J) GEORGETOWN ROAD AND WATERLINE PROFILE M, R li ll�� i V -ILL II�IDICATES AS -BUILT Jr. 204-00 W w A (BLOU 2,,'-) 4 0 XL LOT ,IBUX u 07 4� 183 cl LOT 8 L ( C" ") i )7 Q 605 600 595 590 585 580 575 570 565 560 SCALE; H: 1"=20', V.- 1 U Smmp 00 1 3 10 I-Lj 4 (D Ing 605 ---- --- _,__________. _____�.___,___._______._.__ __.._____..____.__�__..�_____. __.______ __ S. Bennington Road_�___w,__ __ k_ _.____._ _ VERTICAL CURVE 4 600 VERTICAL CURVE 1 ...... 50 Public ROW VERTICAL CURVE 3 PVI STA.12+33.70 - ----- - ------ ------- VERTICAL CURVE 2 PVI STA.11+83.00 15M ..... . .. — - ------- Design Speed 25 MPH PA ELEV.589.68 PVI STA.11+20.00 I PA ELEV.589.32 20.00VC 20.00VC PVI ELEV.590.58 20.00VC "7.62SD 7515.27SD — CO 00 r,- CJ 4,e VERTICAL CURVE 5 EV.5 i� ��­ "I ---- 1 C-4 cy; --r-)Crr (N 06 (D 595 C) if) C14 n C14 Ul) PVI EL­ PVI STA.13+66.00 Z:) 11 0.00VC ..... + CD ------- V) C-) U m 123- CD fl- 00 0C 590 - -------- 3TA.1 1+03.33 CF - ------ 590 CREST + co C) LO >: cD o <C cc Cn LLJ N, cf. 00 ---------- WN'LiUM 0 W :7 RV 0 0-0- 583 5 V) -------- _-J.- _j ------ Cn Li 581�1 _CD_ 2^,f 14,0RIZ0,NTAL. 'A S �L 1E (4-- 'I-,I- _11LA I 'AR f "l-L -.5,2LA U It BEND STI 10+24,69 C:) r- C) CD LO ..... - --------- -STA-A-3 CD 1.0 cc CD 0) C__) L 0 LO Ln 2Z5' HORIZOIN m�! --- — -------- + co L 50— —4 - LO IN r�� _�J 00 CC V) LIJ C4 Lo 0(o r­1 Lq (6 C-4 n uh_ C14 + >< Lo 00 LLJ ------ o r- F-- - - ----- + LO Lo LLJ J_ LO A-Z W t5­­ - >< + r- DI ("I ASS 53 WeNTERLME C 0 r-, Lo — - -------- LO I + C:) cr) co C4 , 57C(+6 00 co O - 5,75 - (D >; F V) 06 ------ An ------ j ---------- -- ------ - ------ -------------- (0 00) co co Lo _j L C) tri UjTO — ---------- Lr,Lo V,) Lo Lr) to Lr) LO Lr) tf:) Lr) tf) Lo tr) LC) U0 ellk i Ij I i _L010 ,c U3 'I,' +. Ut) 1,ji-ICK) 14400 15 ri_S. BENNINGTON ROAD AND WATERLINE PROFILE N SCALE; H: 11"=2�0, V- 1x=5' 16 1- 00 •!! 595 590 • O IJ 575 570 "J ff d, r _ V a Jl t X 1 • l 3 INDICATES AS —BUILT z O U t of Bounds Court .,..._.._.,....._..._._................_......,,...,_,....._..._......„....._....,......�w,.,..,.....�,._...._.,.,.,,<.: P i!,I.,.....Y...nS.1.alr,S,LL....,�,...._,.«....._...._ ..» .. ...__._._..,.__...,_._.,,._....._..._.,....,,_»_...,_.....__,,,,.._,......,._m.___,.......,_.,..._._.....__....,......._._......._..,..___...»...,,..,,.,.._....,.._.,..,,..:_.........__,.,..»._.._.._,., I z Private Alleyway __._.- _--- _:- Design Speed 2 5 MPH . z ... + 0 + co._._ I SURFACE PAVEMENT AKA I JAS—BUILT ELEVATIONS , W Ib�.F 1 (S Kai REFLECT` SURCE-Fib -� Fµ _ ..__«._.... v,.v.�y�,:...�,.. ,.�-�.,�.�..,.w...,....�-_...,�.x�..;.e.®.,W._..._..,�,_.,..,_we...._.�. w' �:": ;u ��,�..„...___.� � �_.....a.._.__.� w.._.._._�_,..._...._.,_._,..._._._.a_.�___.......,._�._..._...,..__... _._ ........w...,_.._,�.. __._.... ._�..�.L)A.G..° �,.. —_,.__.............._,......,_..__,e....m� _...___,.._.._.___.__�_.._..... 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AND WATERLINE PROFILE SCALE; H: 1 °=20', V: 1--- 7" - 3,000 PSI CONCRETE I -4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED 9 TYPICAL HEAVY DUTY SIDEWALK SECTION C1 Not To Scale -- — 44 a .4 A. 0-0°0-0-0-0-0-0- 4" - 3,000 PSI CONCRETE 4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION G11 Nat To Scale - - _-- — F1.5" OF SM-9.5A SUPERPAVE ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 _ononononononononc_ 7" - VDOT #21A BASESTONE II I II II I I) I II 1 1I II II II I_ COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR GEORGETOWN ROAD Not To Scale O�8080"0-0"0-0-0" 0-0-0-000-0000o0 1.5" OF SM-9.5A SUPERPAVE 1.9" OF SM 9.5 n S PEEP VE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 6" - VDOT #21 A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED I z+UU I Jrt UU 1.5" OF SM-9.5A SUPERPAVE 3" - ASPHALT CONCRETE BASE COARSE ' TYPE BM-25.0 000©©°00000°000° 7" - VDOT 21A BASESTONE r14 II 0 1I I I I I I II I II I II 1 II II��--- COMPACTED SUBGRADE C11 CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR S. BENNINGTON ROAD ST. Not To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5 - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 00a0000o0000000© 0 0 0 0 0 0 0 0 6" - VDOT #21 A BASESTONE IIII IIII IIIIII III IIIII IIIIIIII- COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR OUT OF BOUNDS CT. Not To Scale a ...a ° a d 0-0-0-0-0-0-0-0- 1 U+00 TO 12+ 13 7" - 3,000 PSI CONCRETE 1 4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED AS -BUILT STONE DEPTHS CERTIFIED BY CONTRACTOR AS INSTALLED PER PLAN S-BUILT PAVEMENT DEPTHS CERTIFIED BY PAVEMENT CONTRACTOR AS INSTALLED PER PLAN 1.5 OF SM-9.5A SUPERPAVE ASPHALT CONCRETE I COARSE TYPE BM-25.0 0000000000000000 VDOT #21 A BASESTONE ((IIIII (IIIII (l I II I II I II II J—fir COMPACTED SUBGRADE CBR=:10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR TOWN MEWS LN Not To Scale Ju &�& 1 0' PAVEMENT SECTION FOR S. 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IMBEZ ------- '5 565 A75 S .5 _ 575 553 5 575 570 555 585 570 555 0 1.04Z 565 b65 5 8 0 560 570 5 70 5a!j 570 rim I 'A 565 5C 5 565 575 575 060 n ..... ...... � 'O 560 - ------ - 570 5 560 '555 560 555 ------- 555 44 4N 540 1 SRI 545 ------ ­4 545 �# 5 5 I565 I 6 5 5 555 5 55 550 55" -3 IC711 WOO 1+00 2+00 two. 0+00 545 . . . . . . . . . . 545 0+00 0+00 0 0+00 0+50 0+50 J,' B Date 133 05/06/2016 ILE: ST-25 THRU ST-22- S T.0 R M SEWER PROFILE: ST-26 THRU ST-33 ri_,,�STORM SEWER PROFILE: ST-26 THRU ST-36 1 + Scale /Saw HORZ: ,/tK_ALE'. —1'=30' VERT.1"=10' SCALE: HORZ: 13�� ST ,C1 7, C1 7 /) SCALE HOW 1% r5 ORM SEWER PROFILE: ST— 1 2 TH C1 7 J - N /A C17 SCALE__H6_RZ:_ 1p=3b, VERT:1"=10' Sheet No, 68_N�STORM SEWER PROFILL—ST—.27 THRU___ST—_31_ ILE: ST-3 THRU ST-4 lo STORM -SEWER PROFILE: ST-21 THRU ST-34 C9 OF10 SCALE: HORZ: VERT: He No. SCALE: HORZ: ERT:I"= C1 7 1"=30' i� __b'_V__E_RT__:_ v C1 7 SCALE: HORZ: 12.014 Structure Inlet Length (ft) ST 1 DI-313 8- ST-2 DI-313 -9- ST-3 DI-313 -6 ST-4 DI-36 --6- ST 5 DI-313 --6 ST 6 DI-3C -4 ST-7 DI-313 -4 ST-8 DI-313 4- ST-9 DI-313 -4 ST 10 DI-213 -6- ST 11 DI-213 --4 ST 12 DI-26 -4 ST-13 DI-213 4 ST-14 DI-3C -4 ST 16 DI-3C -40-- ST-17 DI-3C --8- ST-19 DI-3C - i 2 ST-27 DI-3C - 4 ST-28 DI-3C -4 ST 32 DI-313 - 8 - 12INLET LENGTHS �� � NOT TO SCALE 8.9a 8.96 6.88 7.a4 6.95 4.93 4.91 4.97 5.Oa 5.98 5.07 5.32 5.ao 9.oa 8.97 12.9a 5.a7 4.89 8.91 BMP #2 Maintain - Berm @571.24 to prevent runoff over the hill into adjacent lots 2' MIN. OVERLAP (TYP.) FILTER FABRIC (SIDES) (V n" ni -r n nn %%mi 6" PERFORATED PVC OBSERVATION WELL WITH SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) 2' MIN. NOTE: FILTER FABRIC SHOULD NOT BE PLACED ON TRENCH B0170M UNDERGROUND INFILTRATION SYSTEM NOT TO SCALE i �D �,15 570 565 560 555 5 `5 545 540 590 585 .a�>0 575 15t0 .5 s�F(A 560 a:} 5 100_.-YR ' '_Z= - 571.49 = 1 O YR WrS tea6 m 2, . DRAINFIELD INV=573.0 8"w CMP SHARP CRESTED WEIR INV 7a.32 t"4 4 a' �° w� � a a;�_.-YR ���„1E 4 m t T T RECTANGULAR ORIFICE INV= �567.75 7.82 �� � . "RECTANGULAR ORIFICE INV . , ,�. T� 9"x8.63" 5.87 REINFORCED STEEL u. PLATE DRAINFIELD INV=563.0 4 BMP #1 WEIR PLATE NOT TO SCALE 562.38 = DRAINFIELD INV=563.D 9'0 CMP SHARP CRESTED WEIR ""„9�-56e;u INV. 559.53 ,� � ,� 1A SHARP CRESTED WEIR 557.05 = T T e �. T T INV. 557.03 xw :>" �µ'"�`.,;9Via»-' tr �^,,, may✓" sy✓° ,y' " llY-555 A6 RECTANGULAR ORIFICE I-� " INY. 555.aa 19.19 x13.89 REINFORCED STEEL" INV. 552.53 PLATE.° DRAINFIELD INV=552.0 BMP #2 WEIR PLATE NOT TO SCALE 04-00 0-i-50 14-00 1.i_50 BMP #2 PROF LE SCALE: HORZ: 1 "=30' VERT:1 "=1( 0"i"00 0 :� 50 'I+ 00 11150 (TTSTORM SEWER PROFILE ST-18 TO ST-35 575 70 55 50 55 55 55 54,01 590 585 50 575 5 70 565 50 5515 DRAINFIELD INV=573.0 ,:s fTi 8'0 CMP 10- Y.,R WIS- m >�" " SHARP CRESTED WEIR INV r�'9s 57a.2a T T -, �Mw 3a.32 REINFORCED STEEL PLATE DRAINFIELD INV=563.0 BMP #1 SOLID WEIR PLATE NOT TO SCALE - ----------------- 562.38 = 559.52 = DRAINFIELD INV=563.0 90 CMP SHARP CRESTED WEIR '„""r,-S V INY. 559.53 REINFORCED STEEL-/ TT"} INV, 55253 PLATE DRAINFIELD INV=552.0 BN1P #2 SOLID WEIR PATE NOT TO SCALE----- ------ - 585 580 75 50 5651 50 555 550 s 0+00 0+50 1 +00 BMP #1 PROFILE SCALE: HORZ: 1 "=30' VERT:1 "=10 0..9sw85 580 575 570 565 560 5,55 550 Ditch Sections Section Lining Channel Depth Channel Width Channel Side Slope 1 Q-Yr Velocity 10-Yr Depth SCC 1 Gross 1.0 5 5:1 1.78 0.49 SCC 1 A Grass 1.0 5 5:1 1.78 0.49 SCC 2 Grass 0.8 4 5:1 1.51 0.34 SCC 3 Grass 0.9 4 5:1 1.41 0.37 SCC 4 Grass 0.8 4 5:1 0.82 0.25 SCC 5 Grass 1.0 5 5:1 2.75 0.48 Width -I _T Depth tT X . 4,5183 TI 5 l SCALE: HORZ: 1 "=30' VERT:1 "=1 (__2TYPICAL DITCH SECTION DETAIL C18 Not To Scale