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HomeMy WebLinkAboutARB201900109 Plan - Other (not approved) 2019-11-04L VATION _E TRAIL) TIcN WEST) 1 TWO.PIECE COMPRESSION TRIM - COLOR: BLACK 2 UTILITY BRICK VENEER - RUNNING BOND, COLOR: FIREHOUSE TUMBLED.BRICK ENVIRONMENTAL STONEWORKS 3 3'-4" WD X 8" DP. (CMU) PILASTERS (BLDG CORNERS) 4 2'-8" WD X 8" DP. PILASTERS (CMU DIM) 5 4" ROWLOCK COURSE - COLOR: BEIGE - 1/2" PROJECTION 6 UTILITY BRICK -STACK BOND "'RECESSED 8" BRICK SOLDIER COURSE - COLOR: BEIGE STUCCO FINISH OVER PLYWOOD SHEATHING (STOREFRONT ONLY) DECORATIVE METAL TRELLIS CANOPY -COLOR: BRONZE 2" PLASTICIZED STUCCO FINISH OF CMU BLOCK COLOR; BEIGE DECORATIVE FRAMED CORNICE W/ STUCCO FINISH PAINT: COLOR: BEIGE WALL MOUNTED LIGHT FIXTURE COLOR: BRONZE FRONT WALL SIGN - 40" CHANNEL LSTRP RIGHT WALL SIGN - 40" CHANNEL RSTRP ALUMINUM STOREFRONT - RED KYNAR FINISH CLEAR GLASS - VLT = 88% / VLR = 8% GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH CLERESTORY WINDOWS - RED KYNAR FINISH - EVERGREEN GLASS STORE ADDRESS - 6" WHITE REFLECTIVE NUMBERS PIPE GUARD WITH RED SLEEVE PAINT MAN DOOR TO MATCH BRICK & METAL FRAMES BLACK OVERHEAD DELIVERY DOOR PAINT TO MATCH BRICK - PAINT ANGLES BLACK PAINT SCUPPERS & DOWNSPOUTS TO MATCH BACKGROUND WALL COLOR TOILET WALL VENTS PAINT TO MATCH WALL NOTE: ALL RTU'S FULLY SCREENED @ 21'-0" OVERALL BUILDING HEIGHT SCALE: 1/8"=V-0" ' Color Elevation - CE I AutoZone Store #G4G4 CHARLOTTf5VILLE, VA Ke��a se�emeer 1e.2019 D-Series Size 1 Numb2 LED Wall Luminaire ',ores I 0151 G 1 I I G H 1 5 "fill 11ig6tirig • CONSORTIUM leers Introduction d1series The D-Series Wall luminaire is a stylish, fully integrated LED solution for building -mount Specifications applications. It features a sleek, modern design Lurninaire Back Box (BBW, ELCW) and is carefully engineered to provide long-lasting, Width: 13-3/4" Weight: 12 Ibs Width: 13-3/4" BBW 5 Ibs energy -efficient lighting with a variety of optical (24.9 ern) (5•4 kg) (34.9crn) Weight: (23 kg) 10" 4" Weight: 10 1and control options for customized performance. Depth: �5��n) Depth: (10.2crn) Weight: (-F.Skg) With an expected service life of over 20 years of Height: 6 2/8n) Height: 16.2cr r) nighttime use and up to 74% in energy savings over comparable 250W metal halide luminaires, ID r D yr the D-Series Wall is a reliable,, low -maintenance H H I ) lighting solution that produces sites that are DI1111 exceptionally illuminated. 1I W For 3/4' NPT side -entry conduit (BBW only) '� • ' • EXAMPLE: DSXW1 LED 20C 1000 40K T3M MVOLT DDBTXD I)SXW1 LED IN D5XW1LED LEDs T2S Typell5hort MVOLTI Shippedinduded Shipped installed Shipped installed DDBXD Darkbronze 10C IOIEDs T2M TypellMedium 1201 (blank) Surface PE Phowelecuiccell, SF Siagle(use Di Black (oneengine) 135 TypelllShort 208, mounting buuontype (120,277V)a DHAXD Natural 20( 20LEDS 13M TVIIlMedium 2401 bracket DMG 0- IOV dimming cinver OF Double fuse aluminum I a , (twoengines) T4M F/pelVPdedium 277' BBW Surface- (nocontrols) (2CL$,240J) DWHXD White mounted PIR 10motionlambient TFTM forward Throw back box Iightsenso,<15' HS House -side DSSXD Sandstone Drive current Medium (forconduit might'.` shield Y DDBTXD Textureddark 350 35OmA • bronze entry)" PIRH 180 motion/ambient l t separately 530 530 mA lightsensur,15-30 ShippedDBLBXD Textured black might'-' BSW Bird -deterrent 700 700mA spikes, DNATXD Textured natural 1000 1000 mA (I A) ELCW Emergency battery s p aluminum backup (includes WG Wire guard' DWHGXD iexturedwhite Color temperature external component enclosure)1 VG Vandal guard' DSSTXD Textured 30K 3000K sandstone 40K 4000K 50K 5000K NOTES Accessories 1 MVOLT driver operates on any fine voltage from 120-277V (50160 H4. Specify 120, 208, 240 or 277 options only when ordering with fusing (SF OF options), or photocontrol (PE option). Crdlerada r! Fappo?apa acaty. _ 2 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. 3 Photocontrol (PE)requires 120, 208,240 or 277 voltage option. Not available with motionlarribient light DSWISU Inane-sidestield(roelmholax;ine) sensors (PIR or PIRH). DSXWBSWU Bud-detenentspikes 4 Specifies the Sensor Switch SOR•10-ODPcontrol; see Motion Sensor Guide for details. lndudesambient DSXWIWGU Nit9taidaccesu" right sensor. Not available with "PE' option (button type photocelQ. Dimming driver standard. DSXWIY6U Vandal guardaaessay 5 Specifies the Sensor Switch SBR-6-ODP control; see Motion Sensor Guide for details. Includes ambient right sensor. Not available with 'PE' option (button type photocell. Dimming driverstandaa3. 6 Not available with 20 LED/1000 mA configuration (DSXW1 LED 20C 1000). 7 Not compatible with conduit entry applications. Not available with BBW mounting option. 8 Single fuse (SF) requires 120 or 277 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 9 Also available as a separate accessory; see Accessories information. - - 1rZ1VJV1A One Ltthonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 Fax: 770.918.1209 • vrrrw.lithonia.com s$10"Tliv"r. 02013 Acuity Brands Lighting, Inc All rights reserved. ZAP- D-Series Size 1 Catalog Number I LED Area Luminaire Note$ D E S I i N l l i 11 S 'ihl i g6mig - ('XTyp2 CONSORTIUM N:elw facts Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its Specifications environment. The D-Series distills the benefits of the latest in EPA: 1.2 W (0.11 m') - W LED technology into a high performance, high Length: efficacy, long -life luminaire. The outstanding (a3.33 j photometric performance results in sites with Width: (33.0cm) excellent uniformity, greater pole spacing and Height: 7-1/2" L lower power density. It is ideal for replacing 100- (19.0cm) 40OW metal halide in pedestrian and area lighting Weight (max): 2"bg) H ylly applications with typical enertgy savings of 65% and expected service life of over 100,000 hours. oil•, i`� • 1t,= EXAMPLE: DSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD - Ii LED �i:. n.p �I.�Y F °!'.' ex r#^r...,. Y. '? a� Y 3 �N,��E+s �, k F+ 3 gv Y .1Y.'i,i` �.' �, '4''4 '�"'i���,. ESL 1 1 i- � C:�'3 � �f to {2'x ti �4��„�t+r: r �.�" J 11 i 1X •a:L �' ' J ;. r• r A " ;••1 .g�; Y "1i.�w{R' f-'. 'hx. -, i-4•l.+'`' x� '`3�' r' � 1 1 s `�iF 3i�t.,u`Yh.. I I' 1 1 1 x�r `) �'''"t'` ':._ Ti` ,3' � 'L;kic zeY,,. ��°�. }�:� `" F i :5 `ts�45. � y a •,,. ����� '�"'-�az,er,_,tt�� 'u.��,..�..,'� .� ; t a ,:. A s�s4, .:,'.., , < a - ti , ;is" ,aw.,...�.., ra'c DSXILED 30C 301 530 530 mA 30K 3000K T1S Typelshort MVOLTI Shipped Shipped installed Shipped installed DDBXD Darkbronze (one 700 700 mA (80 T2S lypellshort 1201 included PER Nitw(st-lo(kreceptacle HS HoLre-side Dli Black engine) 1000 1000 W (RI min.) T2M Type II medium 208 , SPA Square only (no controls) shield" ONAXD Natural 40C 40LEDs (I A) DS Type III short 240 : pole DMG 0-IOVdimmingdriver (no WIT Util(t)ytrlminal aluminum (two 40K 4000K mount- controls)' blDcki2 DWHXD White engines) (70 13M Type IT medium 2771 ing DCR Dimmableand(ontrollable SF SingkeMe 60C 60LEDs (RI I min(two.) T4M Typel'/medfum 347 RPA Round via ROAM'(no controls) s (t20„277,347J) 1i DDBTXD Textured darkbronze engines) SOK 5000K THM Fbrivard throw 480' pole DS Dual swit(hing37 OF Doublle Ouse DBLBXD Textured (67 medium mount PIR Motion sensor, 7 (-08„240,480V)13 black CPJ) TSVS Type,short cry ing WBA Wall moun8ngheight a TLS foal-Ilessentry DNATXD Textured short bracket PIRH hlotionsensor, l5-30' btgilatch natural US TypeYshert mounting height' Igo Leftrotated aluminum T5M TypeYmedium BL30 Switched dimming,30%7•10 optics14 DWHGXD Textured 15W TypeVwide BL50 Switched dimmiri50%7•10 R90 Righttrotated white optics" Top of Pole NOTES 1 Configured with 4000K 0M provides the shortest lead times. Consult factory for 3000K (301Q and 5000K (SOIQ lead times. Template48 0S63' 2 MVOLT driveropemtesonany finevolkagefrom120-277V(50/60Hr).5pecify i shares a unique drilling pattern with the AERIS " family. Specify this 120, 208, 240 or 277 options only when orderingwith fusing (SF, DF options). 1.325" ng pattern vdtEn speciyiltg piles, per the table below. drilling 3 Not available with single board, 530mIA product 00C 530). i 0 4 Not available with 347 or 480V. 2.650" p (2 PLCS) OM19AS Single unit OM29AS 2atgo, 5 Species a ROAJaKWenabled luminaires with 0 lOVdimmmg capability; PER DM29AS 2 at 1809 OM39AS 3 at 9(P option required. Not available with 3417 or 480V Additional hardware and sere ces rq�ired for ROAMO� slacr ment; mtistbe purchased separately. OM49AS 4atgr OM32AS 3at120"" CaIItEW142-6745oremail:salest3rroamservaes.rwtNotavailablewith PIRH. Example: SSA 20 4C OM19AS DDBXD 6 Requires 40C or 6OC. Provides 50750 lumina"e eras ion v a two W�with PER, DCR, DMG DLL12h IS JU DLL347F1S(BLM a Photaxtl -SSL Twist lade (120-Illv)'s Photocell SSLtwin[lak(34M11 lsit honiaLigf ng -, =! to sea our vdaselactiw of poles ace-sswies and eo'ucarional roofs ind=_pendent drivers on two separate airaks. or Wf6. 7 Requires an additional switched line. to D1.1480fISCULIU Photocell-SSLtwist-lock (480Y)'s 8 Specf<sthetnsol5 itch SBRW-00Pcontrol; see Mcton n;orGuide CA o SCU Shxdngcap's fS details Dimming driverstanciard. Motavailklewith DCR orWTB. •0 'o. DSXIHS30CU 0 � House-skleeshieldru30LLDinit Tenon Mountin Sli fitter* g p 9 s iiiestha aE>o'S :LchS2�RPCDiallarlewseithMotion n..,rGualefor etails. Dimming driver sgndard. Not: avaibblewRh DCR or W16. , IA DS0540(U 1A House -side shieldra40LEDunit i is t'�t l)i" ^ r t', -' � '� _� '_ r 11W11 O c '" X 10 Dimming driver standard. MVOLT on Not available with DCR or W1B. " -g., DSX1166000 House -side shieldhr60LEDwit sep ryGseeAccessoriesinformation. 11 Also available ilable as a separate accesso U U SPA19NJUDW1.1 Slpi,repdeDM"19WDMI9A5a4ter 2-378• ASr20-I90 M1211280 A8120290 AST20 320 A8120-300 ASI&480 12 WTB not available with BL30, 81.50, D5, PIR or PIRH. Q -o. (sped(y wiri 2-11FT AST25-190 AST25-280 AST25290 AST25320 AST25-390 AST25490 13 Sngle fuse (S� requires 120,277 or 3d7 voltage option. Double fuse (DF) regwres 208, 240 or 480 voltage option. r� WA19117Jt2WMU Round paleDM19toDIA19ASadaptei 4' AST35I90 ASM280 AST35290 AS135-320 1-135-390 AST35480 14 Available with 60LEDs (60Coption) omly. (sPedh (nosh) 15 Requires luminaire to be specified with PER option. Ordered and shipped as Fw snore ro Lol optiorre, and -.. •> .I online 'For round pole moun tiro IRFAJ o*. a separate fine item. One Lithonia Way • Conyers, Georgia 30012 • Phone:800.279.8041 • Fax:770.918.1209 • vvv+r:.hthcnia.carn ® 2011-2013 Acuity Brands Lighting, Inc. All rights reserved. NOTE: This drawing represents the 20q watt LED "On series minimum foundation area light fixture one per re uirements• q r if pole• more stringent drawing is shown in structural then it shall govern. II 5" sc(. steel pole See site plan ( bronze finish with 4 for pole and �i anchor bolts Fixture II Note: locations and orientations. II Anchor bolts to Light fixtures II be installed and poles are II perpendicular, to Furinished by II curb on single AutoZone and II head poles. installed by II Rotate 45 General degrees to diamond bolt ;' - Contractor 1, 1- d I SITE LIGHT FOOT CANDLE CONTOURS SIDE SHIELDING LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Mounting File Lumens LLF Watts WallPack li DSXW1 LED WITH 1 A 5 LED 10C 1000 40K LIGHT ENGINE, 10 LED's, LED BLDG. DSXW1 'LED_ - Absolute 0.95 40 T3M MVOLT 1000mA DRIVER, 4000K 12'-0" AFF 100_1000 40K LED, TYPE 3 MEDIUM _T3M_MVOLT. OPTIC )es 1-li LED 60C li LED WITH (2) 30 B 7 1000 40K T4M MVOLT House LED LIGHT ENGINES, TYPE T4M OPTIC, 4000K, LED POLE 20'-O" AFG DSX1_LED_60 C_1000_401i Absolute 0.95 209 Side Shield 209 @ 105C1mA WITH HOUSE 4M_MVOLT H Watt SIDE SHIELD S.ies DSXW1 LED 10C li LED WITH 1 - C 2 530 40K T3M LIGHT ENGINE, 10 LED's, LED BLDG. DSXW1 -LED _ Absolute 0.95 20 MVOLT 20 Watt 530mA DRIVER, 4000K 12'-O" AFF 10C_530_MVOLT40K LED, TYPE 3 MEDIUM T3M_.i OPTIC es STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Avg/Max IMPERVIOUS X 2.0 fc 3.3 fc 0.1 fe 33.0:1 20.0:1 0.6:1 SITE X 1.6 fc 3.3 fc 0.1 fc 33.0:1 16.0:1 0.5:1 *1. ` � *1 * * © 1.3 0.7 *o.3 o x x * 0.3 *1 0 * * 2.2 2 6 2.2 *1.6 * x 0.0 0.0 2.2 1.2 .7 *2.3 1 * * 0 0. / 0.3 2 0.1 * *1.4 1.5 * 3.1 2.2 1.5 0.0 x .1 * 1.5 11.9 * * * 1.5 +1.6 * * 2.7 3.1 2.7 * * / 0.5 0• 0.1 0,.6 0.9 + * 2.4 3.0 2.9 * * 11.6 1.9 * * 2.0 1.3 *7 x x II 0.1 0.4 1.2 1.4 *1.9 2.3 * 2.5 2.1 *2.0 �1.9PF, * 2.4 2.6 *2.7 *2.3 *1.7 / 0.4 0.1 xII.O * * 0.9 1.2 1.4 *1 7 * * 2.7 2.8 2.7 *2.7 *2.3 -1. 1.9 2.3 *2.5 *1) * * 0.8 / 0.5 0.3 0.1// 0.1 .9 1.3 *1.5 * 2.2 2.62.7 *2.6 * 1.9 *2.22.4 * 2.4 1.9 *1 /*0.6 x x x II x 1 * * 1.6 1.9 * * 2.6 2.9 * 2.3 2.3 *2.1 * * / °' 0.2 X 1.5 0.0 x I * 0 1.4 *1. *1.7 *1.8 *1- 2.2 2.3 * ° * 2.4 *2.2 *2.2 * * °'/ 0.5 0.30.1 X x 0.2 1.5 *1.8.8 * * © 0 1.9 * 4 * * 0.8 / 0.5 x 0.0 0.1 //0.2 * * 1.6 1.3 2.1 2 * 4- .3 0.2// 0. _ _ 1.90 X 0 4 */ 0.2 0.0 0.1 // * 1.8 2. *1.81.4 *0.4 -__-_� O 1.9 2.0 *1.8 * \� 0.5 0 /0.1 0 1 0.4 * * 1.5 5' q / x 0.0 onyx 1 * 7 2.4 .01.6 *0.8 2. 0 1.8 *1.81 x 0.2 1 x X 0.3 0 8 * * * .6 / x 0.1 0.0 0 * 2.2 2. *1.8 �1.3 * .5 1.9 1,8 *2 0 * ° 0.3 0.2 0 y/ x 0.2 0.5 © 9 * 0.6 * 0 0.1 x p x * 3.0 2 * p u 2.4 * * 0.3 x // x 0.0 // 0.1 0.3 *0 .9 1.6 *1.1 0 0 * * 1.9 2.0 *1.3 x x 0.1 0.1 0.0 X x x x 0 0.0 / .1 *0.2 *0.4 * 2 * 5 *1.9 *1.5 1.0 BLD6. 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S O.oR 0 L3(E 2 n o.o x x o.0 0.0 0.0 0.o x x o.0 6:6- 0.0 0.0 0.0 0.0 0.0 x CTo - x o.o Do-°- o.o-�`- x 0.0 0.0 �0 x 0.0 0.0 0.0 ¢0 x x 0.0 0.0 0.0 0.0 x 0.0 0.0 X 0.0 0.0 0.0 x x 0.0 0.0 0.0 x 0.0 0.0 0.0 x x ° ° 0.0 0.0 0 ° x 0.0 0.0 0.0 0--0_ x 0.0 0.0 0.0 0.0 0.0 0.0 x 0.0 0.0 0.0 x 0.0 x 0.0 O:u 0.0 x .4- xn ., x 0.0 X 0.0 x x u.v 0.0 x x 0 0 f}fl -�- x 0.0 0.0 �0 x 0.0 0.0 x x 0.0 0.0 0.0 x x 0.0 0.0 x x x___`---==00==�0==x =====� =fl.0== 0.0 0.0 x x 0.0 x 0.0 0.0 0.0 x 00 = 40= =SOU- x - x -9 x °0 0.0 0.0 0o x x 0.0 0.0 0.0 0.0 x 0.0 x- - - - ---O�k = �0- x - x 0.0 0.0 x x 0.0 0.0 x x 0.0 0.0 x 80- - -8 © 0.0 0.0 T 0.0 x 0.0 0.0 0.0 0.0 x 0.0 0.0 0.0 0.0 x x 0.0 0.0 0.0 x x 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 pa ern on ua I head poles. II High wind II anchor bolts Light pole II I"x36"x4" hook base cover II Standard install over II anchor bolts anchor bolts II I 4"xll"x3" hook Light pole I II Levelling nut base plat II (4 locations) -F 3/4" chamfer Note: Rub concrete II I p:. 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J w J U NUJ w i " O zCG O C.0 , ' r ate. � C ) W cfl o Oz t0 Oli o W Ow ( Za w a SCALE: 1" = 20'41 REVISIONS 1. ®q�l3�lq 2. 3. 5. 6. 7. ARCHITECT: LE DRAFTSMAN: KM CHECKED BY: DB DATE 06-01-19 PROTOTYPE SIZE 65W2-R PH1 ■ 533 8" V-1" -3'-4" 5T4" .3'-4„ Ci 0 0 N 1 5 Al o d � N J Q 0 V) N Z fT QOCD co w V) N Z 0 N o 0 N I co L i 94'-8" 92'-6" FINISHED WALL TO FINISHED WALL 28'-0" 2'— 8 28'-0" 33'4" 28'-0" Al Al SEE NOTE 5 0010WO '8 ucw 28'-0" 33'-4" 6'-0" 21'-4" ---------- 1 -- F A E W.cq pD M. 25'-0" SEE NOT 6 I (DAEl :a O 22'-8" 2'—4' tHHtltlJhHfl:� Q -- Al 8 T23T A 1 I �I A3TN�� I � 4'-0" 8" 5" m :� 00 — II �- I � o B o of 00 N 5 Al —10„ I `�I 34" COUNTER o 0 HEIGHT N 7 I I o A5 0"V jH G F co --------------------- 5,-4» 4,_8» 5,_4» 5_45)-4)),-8to, ,,_4» —4 ,„ 5,» 4'-8' 5'-4" 4'-8" 5'-4" » 4 —0 „ „ 17'-8„ ,-8le Lie „ 48,-8„ 2,_817,_8» 3,_4„ 3 -4 29'-4„ 32,-8„ 8„ 5» O N O 0 N 1 ELASTOMERIC SEALANT N NEOPRENE BACKER ROD BRICK VENEER EtASTOMERIC SEALANT WITH NEOPRENE BACKER ROD 8" CMU ' \ 1 /2" GYPSUM BOARD ON "' RUBBER CONTROL JOINT 3 5/8" METAL STUDS WITH R-13 INSULATION 00 NOTE: SEE STRUCTURAL DRAWINGS 3/4" = 1'-0" FOR REINFORCING REQUIREMENTS AFS01 5 EXPANSION JOINT DETAIL d- J co Ln CHAIN OPERATED INSULATED DOOR SURFACE MOUNTED nA1 ('A11(C !'A1 %/AK117ED METAL TCH WALL. SLIDE BOLT LOCKING IN BOTTOM BAR BOTH SIDES 6 1 OVERHEAD DOOR ELEVATION NOTE: GENERAL CONTRACTOR TO INSTALL 6" X 8'-0" ALUMINUM CHAIN GUARD ON WALL AT OPERATING SIDE BRICK VENEER 1/2" GYPSUM PROVIDE WOOD BLOCKING AT , BOARD - 3 CMU WALL AND MOUNT DOOR 1 '-6 1/2' CANISTER WITH 5/8" EXPANSION BOLTS, THREE PER 00 ��+ SIIDE, EQUALLY SPACED CMU LINTEL SEE STRUCTURAL DRAWINGS STEEL LINTEL COILSIDE I BRICK VENEER BEYOND INSTALL 1 /8" BENT STEEL PLATE AT JAMBS AND HEAD OF OPENING. ATTACH TO BUILDING FRAMING. EXTEND AND COPE PLATE TO MASONRY OPENING DOOR HEIGHT 8'-0" TO EXTERIOR FACE OF WALL. FINISHED FLOOR. NOTE: QF = NEW DRY CHEMICAL FIRE EXTINGUISHER. GENERAL CONTRACTOR TO INSTALL ONE KIDDE 10 lb #46620420 AT BATTERY CHARGING AND KIDDE 5 lb #FC-340M—VB AT ALL HEADER HEIGHT = 7'-10" BRUSH LINTEL SEAL OTHER LOCATIONS. INSTALL EITHER ON WALL SURFACE, FIXTURE UPRIGHT OR ALUMINUM MULLION. MOUNTING HEIGHT = 3'-6" ABOVE FINISHED FLOOR TO TOP OF EXTINGUISHER. ABOVE FINISHED FLOOR. 1/8" = 1'-O" 5/16" = 1'-0" ADS01 11 FLOOR PLAN 7 OVERHEAD DELIVERY DOOR OA �_ � 1. REFER TO STRUCTURAL DRAWINGS FOR ALL DETAILS AND REQUIREMENTS REGARDING FOUNDATIONS, WALL REINFORCING, BOND BEAMS, AD JAMB HEADA SEE SECTION SEALANT BRICK VENEER EXIT HARDWARE 08700 OF THE � 1/2" GYPSUM LINTELS, AND ROOF FRAMING. M K SIZE TYPE FRAM E / SPECIFICATIONS 1 BENT STEEL 2. REFER TO CIVIL DRAWINGS FOR LOCATIONS AND DETAILS OF SIDEWALKS, PIPE GUARDS, ETC., AS WELL AS FINISH FLOOR ELEVATION AND DETAIL DETAIL PLLAA TE WITH _' BOARD ON STEEL OVERHEAD STEEL ANCHORS AT 16" '�' 3-5/8" METAL EXTERIOR FINISHED GRADES AROUND THE BUILDING. A 6'-0" x 8'-0" ROLL -UP ANGLE 6;7&8/A1 6&7/A1 ON CENTER N STUDS WITH 3. INSTALL 6" WIDE, 20 GAUGE GALVANIZED SHEET METAL STRIP BETWEEN THE BACK OF THE GYPSUM BOARD AND THE FACE OF THE 3'-0" x 7'-0" HOLLOW HOLLOW PUSH BAR EXIT DEVICE WILL HAVE AN INTEGRAL GROUT SOLID R-13 METAL STUD AROUND THE ENTIRE PERIMETER OF THE BUILDING, AS WELL AS BOTH SIDES OF THE CURTAIN WALL. TOP OF STRIP TO B 8/A1 8/A1 2 INSULATION BE 93" ABOVE FINISHED FLOOR. REFER TO SHEET A-4 FOR DETAILS OF CURTAIN WALL. x 1-3/4" METAL METAL SOUNDER NOTE: OVER HEAD NOTE: COMPLETE GYPSUM 4. SEE SHEET M-2 FOR LOCATION OF NON FREEZE YARD HYDRANT AND INSTALLATION REQUIREMENTS. � 3 -0 x 6'-8" SOLID CORE WOOD HOLLOW 8/A1 8/A1 LEVER HANDLE PRIVACY SETS DOOR ANGLE TO BOARD AFTER DOOR x 1-3/4" UNDERCUT DOOR 1" METAL BE WELDED TO DOOR A0 INSTALLATION 5. INSTALL 1/2" X 4'-0" X 8'-0" AC PLYWOOD HORIZONTALLY WITH THE LONG EDGE ON THE FLOOR AND THE END JOINT CENTERING ON 3'-0" x 6'-8" SOLID CORE WOOD HOLLOW BENT PLATE A STUD. APPLY PLYWOOD TO THE FACE OF GYPSUM BOARD WITH SCREWS TO FACILITATE FUTURE REPLACEMENT. SEE INTERIOR „ 8/A1 8/A1 LEVER HANDLE PRIVACY SETS 161�A�� 0�%k[R AME x1-3/4 UNDERCUT DOOR 1 METAL SEALANT� 0 B ELEVATIONS SEE 3/A4 DETAIL. 2'-6" x 6'-8" SOLID CORE WOOD HOLLOW 8/Al 8/A1 UNDERCUT DOOR 1 " (PAIR REQUIRED) SEALANT R I�ID.�� 6. SEE SPECIFICATIONS FOR INFORMATION ON ITEMS NOT COMPLETELY DELINEATED ON THE DRAWINGS. E x 1-3/4" PAIR REQUIRED METAL � BRICK VENEER 1/81, = 1'-0.. AFN01 G 3'-0" x 7'-0" GLASS & ALUMINUM ALUMINUM SEE MANUFACTURER'S FLOOR PLAN NOTES x 1-3 4" SEE SHEET A-5 SHOP DRAWINGS M� 2 3" X 3" ALUMINUM 1 /2" GYPSUM H 3'-0" x 7'-0" GLASS & ALUMINUM ALUMINUM SEE MANUFACTURER'S CORNER GUARD BOARD ON LOCATION R AS EWALLS C LG. REM. x 1-3 4" SEE SHEET A-5 SHOP DRAWINGS WITH MITERED �_ 3-5/8" METAL FL00 B 3'-0" x 7 -0 HOLLOW HOLLOW CORNERS AT JAMB STUDS WITH R-13 CD Q x 1-3/4" METAL METAL 8/A1 8/A1 PUSH BAR EXIT DEVICE AND HEAD INSULATION Y o DOOR© (HEAD SIMILAR) tom— L m �] w h �cn — c LLJ� 1/2" GYPSUM BOARD 8 J J V— Qz z z Q n mz-, w METAL STUDS 1 HOLLOW METAL /FRAME AND SALES AREA ® ® ® • 21 2 ANCHORS 5$" REST ROOMS ® 0 ® 0 DOOR ©E) (HEAD SIMILAR) 3/16" = 1'-0" 3 1 ROOM FINISH SCHEDULE AFC01 3/32" = 1'-0" ADC01 3/4" = 1'-0" 4 1 DOOR SCHEDULE — HOLLOW METAL DOORS 8c FRAMES 8 JAMB DETAILS ADS02 1/2" GYPSUM BOARD ON 3 5/8" METAL STUDS WITH R-13 INSULATION 5" CASING BEAD WITH SEALANT STEEL TUBE COLUMN CASING BEAD WITH SEALANT 2" GYPSUM BOARD ON 3 5/8" _TAL STUDS WITH R-13 INSULATION 8" CMU BRICK VENEER 3/4" = 1'-0" AFS0265W 9 1 REAR GIRDER LINE COLUMN 1/8" = 1'-0" 1 1 ROOF PLAN 1. ALL CRICKETS TO BE 3" HIGH AT THE CENTER AND LOCATED AT THE HIGH SIDE OF ANY ROOF OPENING. SLOPE DOWNWARD TO EDGE OF ROOF OPENINGS OR DRAINS. 2. ALL ROOF WALKPADS (24" X 24") ARE TO BE WITHIN 2" OF THE VERTICAL FACES OF THE ROOFTOP UNIT. SPACING BETWEEN THE PADS IS TO BE 6". 3, REFER TO SPECIFICATIONS FOR SMOOTH SURFACE ROOFING SYSTEM, PROVIDE CONTINUOUS 4" FIBER CANT STRIP AT VERTICAL INTERSECTIONS IF REQUIRED BY ROOFING SYSTEM. 4. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING PLAN TO DETERMINE LOCATION OF ROOF TOP UNITS (RTU) 5. HVAC ROOF CURBS SHALL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL FLASHING. 6. GALVANIZED LEADER BOX WITH DOWNSPOUT. ADJACENT OVERFLOW OPENING THRU WALL. 7. CONNECT DOWNSPOUTS TO UNDERGROUND DRAINAGE SYSTEM OR IF NONE AVAILABLE, PROVIDE SPLASH BLOCKS WITH POSITIVE DRAINAGE AWAY FROM BUILDING. TOTAL ROOF AREA = 7093 SQ. FT. ROOF SLOPE = 3 PERCENT DESIGN RAINFALL = 5 INCHES PER HOUR SEAMLESS 5" GUTTER IS RECTANGULAR WITH AN AREA OF 20 SQ. IN. AND IS EQUIVALENT TO A 6" DIAMETER PIPE WITH AN AREA OF 18.85 SQ. IN. MAXIMUM HORIZONTAL PROJECTED ROOF AREA FOR THIS GUTTER IS 7310 SO, FT. DIMENSIONS OF DOWNSPOUTS, LEADER BOX OPENING AND OVERFLOW SCUPPERS ARE 4" x 6" WITH AN AREA OF 24 SQ. IN. AND IS EQUIVALENT TO A 5" DIAMETER PIPE WITH AN AREA OF 19.64 SQ. IN. MAXIMUM ALLOWABLE ROOF AREA FOR THIS DOWNSPOUT IS 6920 SQ. FT. MINIMUM NUMBER OF DOWNSPOUTS REQUIRED IS 7093 / 6920 OR 1,025, FOUR ARE PROVIDED WITH LEADER BOXES AND OVERFLOW SCUPPERS. 1/2" = 1'-0" ARN265W2 3 1 RAINWATER CALCULATIONS FASCIA COVER (12'-0" LENGTHS) SEALANT PER MEMBRANE MANUFACTURER'S RECOMMENDATION WOOD NAILER ROOFING MEMBRANE 49 X 2" STAINLESS STEEL FASTENERS 12" ON TER (PROVIDED) RnnP' KAFMBRANE WALL SIDE RE -FINISHED ROOF EDGE YSTEM SEE SPECIFICATIONS ,LVANIZED METAL LEADER BOX W/ IWNSPOUT. SUBMIT FABRICATION 'AWINGS FOR APPROVAL. 2 GA. GALVANIZED ETAL FLASHING ROUND TYPICAL CUPPER OPENING "W. X 4"H.----____ PENING FOR VERFLOW OOF CRICKETS SEE OTES 1 & 3 XTERIOR WALL uOWNSPOUT '11 1g I AND SYSTEM %T ROOF HA FLANGE C6 8.2 C-CHANT NOTE: SEE STRUCTURAL PLAN FOR LOCATION OF HATCH ATTACH CURB TO C-CHANNEL 3"X3"X1/4" ANGLE SUPPORT BETWEEN JOISTS ROOF HATCH. REFER TO SPECIFICATIONS PAINT EXTERIOR WHITE. HANDRAIL AND ACCESS FIBER CANTX SYSTEM 1" DIAM. X 24" RUNGS AT 12" ON CENTER. LAG BOLT TO PLYWOOD. PAINT LADDER AND HATCH RED. 3/4" FIRE RETARDANT PLYWOOD DECK AT I 8'-4" A.F.F. ! 8. ROOF HATCH WITH LADDER BELOW. I" ANCHOR BAR Em EXTRUDED 1/4" = 1'-0" ARN01 3" = 1'-0" AR101 3/8" = 1'-0" AR103 1/4" = 1'-0" 2 1 ROOF PLAN NOTES 4 LOOF EDGE DETAIL 5 1 ROOF AT GUTTER 6 1 ROOF 3"X3"X1/4" ANGLE SUPPORT BETWEEN JOISTS C6 8.2 C-CHANNEL C 3X6 STRINGERS 2'-0" _0, — 3"X3"X 1 /4" ANGLE TOILET ROOM CEILING HEIGHT AT 7'-8 3/4" 1/2" MOISTURE RESISTANT (MR) DRYWALL CEILING ON 6" 16 GA. METAL STUD FRAMING 16" O.C. HATCH DETAIL ARS02 METAL FLASHING 22 GA. GALVANIZED STEEL LEADER BOX AND FLASHING OPENING THRU PARAPET WALL 6" 04"h. SIZE LEADER BOX TO ACCOMODATE DOWNSPOUT. PAINT LEADER BOX & DOWNSPOUT TO MATCH WALL. 2"X 8" PRESSURE TREATED NAILERS WITH 1 /2" x 6" ANCHOR BOLTS ON 4' ON CENTER. BUILD UP TO ACCOMODATE ROOFING. ALUMINUM DOWNSPOUT MIN. SIZE 4"X6". _­_ ANCHOR TO WALL WITH A MIN. OF 3 STRAPS. EITHER INSTALL SPALSH BLOCK AT BASE OF DOWNSPOUT OR TIE TO UNDERGROUND STORM DRAINAGE - SEE SITE PLAN FOR REQUIREMENTS. MAINTAIN POSITIVE DRAINAGE TO DOWNSPOUT ROOF SLOPE SMOOTH SURFACE ROOFING SYSTEM INSTALL FLASHING AT GUTTER PER ROOFING MANUFACTURER'S DETAILS INSULATION BOARD \__j v STEEL JOIST ~ ~ ~ NOTE: EDGE NAILER MUST BE FLUSH WITH INSULATION TOP SURFACE. NOTE: IF VENEERS ARE ADDED TO THE CMU WALL THE GUTTER / DOWNSPOUT ASSEMBLY OR THE LEADER BOX / DOWNSPOUT ASSEMBLY WILL MOVE TO THE FACE OF THE VENEER. 1" = 1'-0" ARSO1 7 ROOF EDGE DETAIL AT LOW SIDE NOTE: FILL PIPE OPENING W/ FOAM AFTER BOTH CABLES HAVE BEEN INSTALLED. WEATHERHEAD 1-1/2" I.D. GALV. STEEL PIPE MOUNT 2X4 W.P. J-BOX FOR PHOTOCELL L� FACE BOX TO THE NORTH. RUBBER BOOT FLASHING INSULATION & ROOFING � \COAX Q CABLE 6"R. MIN. co z 6" FLANGE ANCHOR TO DECK OVER 1-1/2" HOLE 3/4" = 1'-0" ARS03 8 1 SATELLITE COAX d a--) Q-0 cry z O cry w c— O O N N Q � > It W O W o z > z U o E- u) W 0.. 0 O U. N0 � 0 o _ W Q to U o V) ao �00 �� oo a� 00 o U M V cd W a, � c o o 0 0 +� � U U •cn o � cd U Q�NH 09�12/18 65W2-R A�6 SITE DATA: TAX MAP PARCEL: 061WO-01-OA-00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.38 ACRES ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: FIRST ORDER, LLC 4383 HECKTOWN ROAD BETHLEHEM, PA 18020 JACK W. SHOEMAKER, L.S. (610) 365-2907 JSHOEMAKER@FIRSTORDERLLC.NET MAY 24, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS://WWW.NGS.NOAA.GOV/OPUS/) UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE AND. WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED PROPOSED FRONT MIN: 10' MAX: NONE* 10, SIDE/REAR MIN: PER BUILDING CODE MAX: NONE T *PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY USE PRESENT: ABANDONED PARKING LOT PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 21'-0" PARKING TOTAL EXISTING PARKING: 70 SPACES, 4 ADA TOTAL REQUIRED PARKING: 53 SPACES MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE GROSS FLOOR AREA (GFA) = 6,816 SF AUTOZONE RETAIL SALES AREA = 80% OF GFA = 5,452.80 SF 1 SPACE 1100 SF RETAIL AREA (FOR FIRST 5,000 SF) 5,000 SF X 1 SPACE 1100 SF = 50 SPACES 1 SPACE 1200 SF RETAIL AREA (ABOVE 5,000 SF) 452.80 SF X 1 SPACE 1200 SF = 3 SPACES TOTAL PROPOSED PARKING: 55 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.94 ACRES (TOTAL FUTURE DEVELOPED IMPERVIOUS AREA: 1.06 ACRES) VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL LOTH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS / 1000 SF = 378 TRIPS/DAY DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF =1,704 GPD TOTAL GPD = 1,704 GPD AVERAGE HOUR: 1,704 124 = 71 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) =1,704 GPD TOTAL: 1,704 GPD FINAL SITE PLAN - SDP201800090 ALBEMARLE COUNTY, VIRGINIA 7/16/2019 VICINITY MAP SCALE: 1" = 1000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTfESVILLE, VA 22904-4218 TELEPHONE: (434) 982-4848 DEVELOPER: AUTOZONE, INC. 123 SOUTH FRONT ST MEMPHIS, TN 38103 CONTACT: KEVIN MURPHY TELEPHONE: (901) 495-7625 EMAIL: KEVIN.MURPHY@AUTOZONE.COM ENGINEER OF RECORD: TIMMONS GROUP 60$ PRESTON AVE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 EMAIL: CLINT.SHIFFLETf@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 NOTES CO.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.13 SITE DETAILS C1.1 GRADING & DRAINAGE PLAN C1.2 UTILITY PLAN C1.3 EROSION & SEDIMENT CONTROL NOTES & DETAILS C1.41 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C1.5 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 C1.6 STORMWATER MANAGEMENT PLAN C1.7 STORMWATER SUMMARY PLAN C1.8 PIPE & INLET CALCULATIONS C1.9 STORMWATER QUALITY CALCULATIONS C2.0 UTILITY PROFILES C2.1 ..;STORM PROFILES C2.2 SIGHT DISTANCE PROFILES D1.0 DEMOLITION PLAN 1-1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS PH1.0 PHOTOMETRIC PLAN TOTAL = 22 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE fla5 reVl 60e--d �t 14-1( 6, �- I(FL Ln E N N UU M N � E E w E Q V W c' � N LL aOo� z L�Mo 0 `n ~a O � o0 a a U o03:LL o 0-o �� O a) Q �- 75� mo w cl� _j00 o-i oF- vi 0 c� 0 w w w = Q U o Q z 0 cj) DATE 0711612019 0 } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A W J H tJ� Uj 0' r Int z 0 W O < u > w 0 J = Q U UW m W Q 71, N 0 1 JOB NO. 42231 SHEET NO. Co. 0 1 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (NIA) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23, CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24, APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26, ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (NIA) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31, HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: C ALL MEASURE SHALL BE S SHA INSPECTED WEEKLY AND AFTER E RAINFALL EACH EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. FIRE DEPARTMENT 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.5'. 4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 5. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 6. WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50, OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 8. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES, "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. 9. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 10. CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 11. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE BEEN ACCUMULATED. 12. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000LBS. 13. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. 14. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. 15. NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE HYDRANT, GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION. AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2012/2015 UNIFORM STATEWIDE BUILDING CODE, 2012 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. SITE PLAN LEGEND EXISTING - PROPERTY LINE POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH 00 TRAFFIC CONTROL BOX @ UNKNOWN MANHOLE --------•---------- STORM SEWER 0 STORM SEWER MANHOLE ro-I CATCH BASIN CATCH BASIN WITH DOME GRATE rrrr*rr¥" TRENCH DRAIN - - - FAN--- -- - SANITARY SEWER SANITARY SEWER MANHOLE -- --->� - -- - WATER LINE Ov WATER MANHOLE WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL G_._.___ _.___..___. GAS LINE GAS METER I GAS VENT - GAS MARKER --------ucr-... ----- --- COMMUNICATIONS/TELEPHONE LINE CD TELEPHONE/COMMUNICATIONS MANHOLE ❑ TELEPHONE PEDESTAL COMMUNICATIONS VAULT - --uljF'--- --- - ELECTRIC LINE .0 ELECTRIC MANHOLE ❑ ELECTRIC PULLBOX ELECTRIC METER 0 UTILITY POLE o DECIDUOUS TREE GUARDRAIL FENCE - - XXX- MAJOR CONTOUR -- XXX •- - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT y 0�CjO, 11• , pes ac Conlrol Devices, PROPOSED WATER G GAS STORM SAN SANITARY UGT COMM DUCT BANK UGP- ELECTRIC DUCT BANK CATCH BASIN ��® STORM MANHOLE SANITARY MANHOLE Oo SANITARY CLEAN OUT 140--} FIRE HYDRANT { FDC ---0-- METER SETBACK - AT/FP STANDOFF WATER VALVE O GAS VALVE pp BOLLARD -� STREET SIGN ❑ GAS METER • LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR �. SITE LIGHT XO PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT vith. the a.,Pd; OI`" AAC Ln E N p N u m VI N � >E w r � � Q v W p U j wum-� 0o� Z LU W rn O °- I- `n a 1 zocn' a°° a U C) av 0 '6 o a z Ln vo � 5 w mo _j00 o_j o� O O p w > w w _ ¢ z O c! DATE 0711612019 O } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A W H V1 uj r < O >}-- �+ W O < u LuJ O a z V w m W Q z 0 N O D b2o JOB NO. 42231 SHEET NO. Co.1 L / P-64' aG GL tip^• I l 1 ! 0. . 2244, FG. -5 ! USE, f2ETAIL, HIGHWAY COMMERCIAL ZONEDE P--��� .�,�: � .�.,. N`���° � . tis :�. _. �� � ^� Ids d _ _ C-1 CdOiVlli RCIAL ZONET _ _ _ T IF�EBAR TO , fS r� � '^«7 ,w� 1 r7"�w� ��° �� j -_•' --. "°'° �^.r«"'I a�" e�.�%91f� � y R •. x,•,, ' wic. w o f{y ! d 1 / I I PAU NO / T `3 j t r ��EIm I:.,��llt.:;�-.�JI-��S-�� GAF 5 ... � ,,, ~~- _" "`• .^, " " ^`,, ..,, �rr� � t LANDS N/FHi=:Ot1-J0NlOHIAP°dam 4 "i'UN ! I f � I I ��-,;,,��`� P % �.�ss %,�'�` i `' ,, . ^. , ^, M-• 1 USE: RETAIL ID. Oe'd -of-OA,m 0 00 4 ��' - ✓ t �/ ASPHAIrPATWIT LAND6 NIP UNII/5 '. ITT" OF VI G INI OUNC3A-riOIb1 -- 463 - , °• t . t s A rr 1 f 4WDE C�x-4MAIN EASEIR01ENT I i .,,��, I `., ,� �e i I �rr`��.�' PEP, D 0 41`i, F.. 41 / ! I / � / � t ! '� ! %'�..a,•� .7 /fib_~_. , ` '"pf 0. 1 / I I� 7-3, 1 / im T4�.:av 62 on GA5 MAIN EA5EMENT / �� J J d / i i tBEN 9,3R -E . 1 u, �, 11 / . J d d / d / / i I M : PAID � ! I I � I ! ��"b...� �# jfw fp 1ASPRAr_r 16TR� tlA R'T GRAZ/ 1 APPROXIMATE ....1.. _.. �� � fi j LOCATION OF ` / I r i I E " s f i1 1 1 1 T 0" .Fk � . .may or AS LINES. l C � G-I'l % cf/ e h t•I / I I.. t j T-40, / t i I r� (4)T- �'� j �� r jf .,IJ v ! f 4� MY tt ai�a � �. +w J KRIAr Nil a'Oaar i / %i $ / 4 / titer S 4 I�I / d 4, ffftlftl l { area / -� t a. / ( % f t {bJ b'Isr =pia � � � i "� �--_ �'' r t�iv "' � �'••.,.,j , r� � 1! -__-__ 1 .... �t {) r t _ _ j f«' - Y#fl.T 8i 1 `�" .xF1fV — v".SAJV � _ � �3` � 1}� _ � $" �f4ild _ i-- .rt �.._, �'� r�} f`j ti° . ls�} _ — sev�— -'� t 1 .' I ta; � �� air w.__.w__w,�w� � f�;u-dra.sJ r=�s�zz ` i vet�rar 1 TO 1 f �� CONTRACTOR TO VERIFY fir, / rAs, / \ a f T tTT 3 i �' _ (b)vv�.� II ! INVERTS TO ENSURE `1 r,� r w Q 6 i ' SANITARY SEWER DEPTH - / I ARJjTO E / r Grim, x V b ` "ET ( PRIOR TO THE START OF � «' ;tea srt I I / MBAR TO �I ! CONSTRUCTION. (TYF) / \ r Vz — HP------ � � _ . _ OHP— � __ Oh}0' - � � _ Ot tr' C)�lr� e -- - Oi-fl-' - I — - OFfp 1 { � �7 p ---' .... 1„W _ 10„W 1��� %1Giifs"n 1�R��1FCPfYf>t � '�_ °„ r/ _ ti 11t9i1 I T, 2111 , amss MAT .,................ � SPY, Fti.,_...a3--...� 2 w,.o.,,m Yz`lJi7� t t'" ' ,__..._'•M.,`""" oi'6=WSJ •/ ,/piyi . _.__ -- / ----- .._... ..._..• .._..-...w...... �. Foa^Y2P i.uR w •IIw w r x ^ m 1 14 .. - �.� -_,� ._... `�` --•.-- --.. = -- 1� �, T .A°- `�`-�— —- `- =_. — .-- ��a�lzY .� ♦ t-..... -----• _ CFAs _ "' --'� s' 1 OII �a °�°'4 3 1! /19 40'WIPF UTILITY EASEI�eNT ........... S 'j\J4, � N U I` j� t " li-E 71"?t AIL (VARIABLE RIGHT40E—WAY) / 6 "; .d GUS'S Phw U 5E. PO r--,- % 1 $TOR �G Q?ASS __.._.._-._._.__.._.-_-... .......... _.. G._._..- _._.__ IASs av Ic- SCALE 1 "=20' 0 20' 40' LnE N p N V r-j VI � > E '0 W E Q V W p U jR Lu m LL LL CD < 0 cl z O LuWmo CL z0Lo� 0 ru U � w o0 - o ruo 0- Ln Z a) Q H = N > m O ,-I co O J oLu O (D Z) 0 w w w z O DATE 0 0711612019 r DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 °=20' W H V J W U) z 0>l Q 0 Z) z O O W U E w z W LLI Q C/) z W o N O D JOB NO. 42231 SHEET NO. CO.2 L KEYNOTES; BUILDING 4 PAVING J ro �D PIPE GUARD - SEE DETAIL 16 / CIA ±. F�` 0 DUMPSTER LAYOUT - SEE DETAILS 6AI0, 4 11 / CIA +.. 0 SERVICE DOOR PLAN - SEE DETAIL 15 / CIA . ® BOLLARD PLAN - SEE DETAIL 14 / CIA 0 CONCRETE VERTICAL CURB - SEE DETAIL I / CIA © SLOPE END OF CURB 4:1 Ln 70 NEW CURB CUT AND APPROACH. VDOT-5TANDARD N g ,f CG-11 ENTRANCE - SEE DETAIL ON SHEET CIA. N ¢ 0 A I ® CONCRETE PAVING - SEE DETAIL 3 / CIA. EXPAN51ON AND CONTROL JOINTS - SEE DETAILS 4 4 5 1 CIA. MAXIMUM = / SPACING FOR CONTROL JOINTS 15 15' O.C. EACH WAY. a W 09 ASPHALT PAVING - SEE DETAIL 2 / CIA.o a 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) w w a o ' Ov WIDE DIAGONAL STRIPES PAINTED WHITE AT 2 FT. O.C. .< r C o LANDS Nrr C_HAXu lNr-. .tea z 0 (n ao �� -G.C.TO � °' ,; vvi � � - � LAND6 N/r ADRENALINE SI-r�i�T LLG � � �, 12 HANDICAP PARKING SIGN SEE DETAIL 12/ CIA G a � w PROVIDE ONE VAN ACCESSIBLE SIGN71 -. o c°, � " 0 I T ems' ` '`-a . 2?�, :�WASS Il o 1 '1LDi � � � � � ;� 1 - - (fi 13 CONCRETE 51DEWALK - SEE DETAIL 13/ CI.A FOR SIDEWALKS � � � o HIGHWAY COMMERCIAL ZONE r J. m — _ _ _ _ _ �_ - - _ _ _ �_. ~ to 0 -. _ — Y T - AROUND BUILDING � j� % _ — _ f j3 �.CD r�-1 COMMERCIAL ZONE � ": �- — '��; � �~,. 4.2% �`', 14 ACCESSIBLE RAMP -SEE DETAIL 15 /CIA -MAX. SLOPE 1:12 m o � — — — CG-2 P& A (533%) , MAX. CROSS SLOPE 1:50 (2.00%) TRUNCATED DOME o co A f CG-6 18 15 15 cG-2 18 CG-12 TO BE A CONTRASTING COLOR. o � A 1 I g 4 15 15 fjs o 15 NEW LANDSCAPE AREA - PROVIDE 3" TOP501L 4 SOD. SEE f 15 0 4 SHEET 1-1.0 FOR ADDITIONAL INFORMATION ui R3 PAP,C-EL OVW - 1 A-004 / Av1"'ll % 9' R25' 16 RIGHT -IN RIGHT -OUT ENTRANCE f l0 10 10 LANDS 1w�rr� �!� ��EU-.;NCI4iTG 4 �`i��1 LI R3 � �� �$ R3 R3 R3 CG-2 6 0 o � t R3 / "p f 24 8 R3 17 12' x 25' LoapING SPACE 1 � LISE : TAIL f%7s i' .� t SA 0 SAN 18 LIGHT POLE - SEE DETAIL 19 / CIA 1 '� R32 R3' 0 30 STOP �O� BAR ir, >` w '1+tI7GAS I�'-,Its �r�El'i*�i�I � O GENERAL NOTES w TEF'1 1"I, PG, 4 i f 1f R8' G-2 1 CG-2 R5' O x� H w I `~ 1- /_49 ,Z,.° a a Q a a_ a .. 0 13 a a .d ° a a, °. O .a d. .R10' v. ,v 7 u 0 a 15 cG 2 STOP I. PROOF ROLL BUILDING AND ALL PARKING AREAS. z jf A94i:,r / f a 1 15 SIGN NOTIFY THE ARCHITECT OF ANY UNACCEPTABLE 93.7' 1 RT r� � A2-y 4 DATE { n rr a RT ° ' R20' ` -1 r i AREAS. > a / / a CG 2 2. EDGE OF NEW PAVEMENT TO BE FLUSH WITH EXISTING = 0711612019 ° . ° f PAVEMENT. 0 ALL SIDEWALK CURB AND GUTTER STREET PAVING, DRAWN BY CURB CUTS, F A. FONTAINE f I Q a ° i RAMP ETC. DRIVEWAY OUTSIDE THE PROPERTY f c3 - e � ° GRASS PROPOSED 1� Q as 10 R3 "1 F 6 J+^ AREA RYENC1,#1AF4' AUTOZONE I �W � �"� �� �' � LINE IN THE RIGHT-OF-WAY SHALL CONFORM t0 ALL DESIGNED BY A MAIN `�EP�i NT / / a ° ° 1.� a CG-12 Kn� � � MUNICIPAL AND/OR STATE SPECIFICATIONS AND j � � 6,816 SF o PER P.. I� , Fri. 113 t / A I 18 O E 10 �/ �/ REQUIREMENTS. A. ALLISON 15 I IM°4Ia 1 STORY 71 - / f FUTURE RT 24 0 /% (j 611 /l 4. FOR AREAS OUTSIDE THE PROPERTY LINES, REPAIR / r CHECKED BY / BUILDING 18 h_u-.,�/ AND/OR REPLACE ALL DAMAGE DONE TO EXISTING y~ N �� ELEMENTS (SIDEWALKS, PAVING, LANDSCAPING, ETC.) 1$ /�= �/ A$ REQUIRED BY OWNER AND/OR GOVERNING C. SHIFFLETT DIRECTIONAL U 5' fr �? :�'qR'r BUIL , f 1 f ARROW (TYP) 5 a 12 15 f/ , �' // AUTHORITY. •0 SCALE 15 0 �/ r° // 5. FOR PROPOSED UTILITY LOCATIONS, SEE THE �j kk , %�'M/ %/ UTILITY PLAN. 1 -20 1C R/14 a v O U f i 6. CONCRETE LOCATED AT DUMPSTER PAD, / / a a �� g' �% ENTRANCES, AND PARKING SPACES SHALL BE J / / ° d Q pp[[// HEAVY DUTY CONCRETE. SIDEWALKS SHALL BE • f 1 ,%/ jf 15 24` _ ° _ 13 U' °' ° v .d d ° . , .da ° , j I! °"`i 1 /r' STANDARD DUTY CONCRETE. � a � �d � o°•���a• � �° � DRAINAGE ° 11 ° °Q. a alb ° I. Y15151LITY OF ALL MECHANICAL EQUIPMENT FROM ACCESS 15 ° : a 15 a a a O jj_0 THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3 18" EASEMENT a (� a U �i 8 ALL EASEMENTS SHOUJ�I ARE PUBLIC EASEMENTSI: ��,' R5' R5' G7 ir/ u, % CG-2 I- 8' 9' {- 8' -{- 8' -i- 8' - 9'--I R8� /g G STORMWATER L O R3 R3 R3' R3' ��I ?1� l Oui ��`ss/ O 5 G. f- f. MANAGEMENT � 2 24' 9�,� 24MAINTENANCE' R32' ���' OD � T14AIT � c> / EASEMENT R3' lI i r- -R45' CG-2 R3' f� R 15� 4 I; �- _ l - _._ _ _ 6" SAt�1 ,Ar`J18 O i 1 �O P BAR 30 ; 'l I J , 10' SETBACK O 18 1 F—i VJ W ~ SOP SIGN- W ° - _� ____ _ __ . __ .______.-Ike--� __ �_ r{%�-- -�' --- ------ �-_____ �.___ , r,�.; _____ .__.. --- .- C'lhiP - ------ C3f-If��------- -- '�- p ------ ------- C7Hr �a-------'--------�- ___ �_�_�_._ ...._,_ G}i�'_______ ,;�__.__ _ _ P���} �/16 �A yR i p � ��Ut g /try t F'T ._ _ ✓ } 5 }tt Vy f : II' t 1 „ � .! - f!l - °�— ✓y fjkiq � V.J. 4PM+ilS WAE& f iJi' i�d�F4liwtR3l f li! �d.� w � FI t if s..-" 1 `^' f .e""•~ � � 6 %� _.••••' � IY it �i�l w .__.__ o :.D- ���_- _i 4 t --- -- - _ I0 VV - __.� 1011W ___ _ 1 W 10 WWASS •� ti, �a3 � ��// gar ,r l<..L O SDI _ _.� O16 CG-12 _.� .. _ -_" _ i.�-- `-._�.,--� � _ 58 SDL �a -_ � � ...... �,, �, ��6 � R25'......,....... .�.` " � MONUMENT � --- ---- � .-..-.. --_. _____ �_ s � Ltr - . _ _ �../ W Q ±235' TO PORTION OF 10" DIP TO BE -- ---- 305' INTERSECTION EPARATION GREENBRIER DR RELOCATED BENEATH PROPOSED �"` 40VIDIE UTILITY PAVEMENT b�FER D-5,411, PG. 12 0 _ r .AKAU.S. R 0 .� TE 2 9 .._.__._......_. � , , , ,....CRASS :- PkETtAtd WHIM MEOW Ul JOB NO. SCALE 1 "=20' 42231 0 20' 40' SHEET NO. C1.0 0 _ U =0 a Q� 20 �z 90 0� C � T E o c o m a- U 0 3 '� Z 02 �Q X F- o o y 0 Q. r 0 o c ! Y N N X = N .O N U N iA O = O E` M _ U N O � a N = w =L �a = U (0 a O N N L E L Notes: I. Install expansion joints in the curb at a maxiimum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to I" below top of curb/paving/drainage openings. ss, NOTE THIS DETAIL ONLY TO BE USED AS NOTED ON SITE PLAN it K/ Pavement �,,,I�I,�,I�I,�,II=1.`'•� surface - 3 ' �''F'. ' •III —I � I —III —I � =1 I I •;<: �:.. � , : —I � I —III —I I I— compacte I I II ,,III, ,I I II ,I I 1 +5 top 4 bottom Subgrade No SCALE 1 CONCRETE VERTICAL CURB DIMENSION 4 TYPE Pavincl Area A B C D Drive Aisle 2" 2,511 8" (O" Parking 2" N/A 8" 6" Asphalt Topping (SM-9.5A) Binder Cc lBM-25.0� Type 215 Aggregat Compact6- Subgrade No SCALE 2 ASPHALT PAVING SECTION SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" (TYP.) STOP STD. VARIES R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE NO SCALE 20STRIPING AND SIGNAGE DETAIL DIMENSION 4 TYPE Concrete Section A B C Standard Duty 5" 4" see note Heavy Duty 6" 4" see note Dum ster/A roach Pad 6" 4" see note NNTEI Compacted sulogracie should loe as specified in soils report, 4000 PSI conc, paving (min.) w/ U to wire mesh 4 Compacted x 4-t. t X t x• ,-° ,• n Aggregate base o (Type 21A stone cover ° °. m I � Compacted Subgrade NO SCALE 3 CONCRETE PAVING SECTION II x (oil 18'-0" CLEAR Treated Pine 5'-0" 8'-0" V-0" enclosure N over treated pine framing7 0 Trash 0 FTra o� J Dumpster 6--8 , Dumpster C IY ] u (oil ID. Steel Post —•J ' � - 11 Gates. See — deta i I, this Sheet NO SCALE 8 DUMPSTER.LAYOUT 209 watt LED I'D" series area light fixture one per pole. : See site plan for pole and Fixture locations and orientations. Light fixtures and poles are Furinished by AutoZone and installed by Genera I Contractor. NOTE: This drawing represents the minimum Foundation requirements± if more stringent drawing is shown in structural then it sha I I govern. 5" sq. steel pole bronze finish with 4 anchor bolts Note: Anchor bolts to be installed perpendicular to curb on single head poles. Rotate 45 degrees to diamond bolt pattern on dual head poles. II High wind anchor bolts II I"x36"x4" hook Standard Light pole base II anchor bolts a"xil"x3" hook cover Install over anchor II bolts II Li ht pole II Levelling nut (4 base lat I� locations) 3/4" chamfer Note: W Rub Il' a concrete Finish grade or top of �i + paving, See site plan for base smooth ;::• location H : •...I i; :: 2411 dia. concrete base. Min. — — — reinforcing 4 05 bars vert. 4 1 t.. 03 ties eq. space Electric conduit No SCALE 19 1 20' TYPICAL SINGLE LIGHT POLE Greenstreak Paving Cap Seal Profile %10 - See specifications For additional information. Sawcut joint -fill with self leveling elastomeric sealant NOTE: SEE SITE PLAN FOR SPAGING REQUIREMENTS NO SC -ALE No SCALE 41 TYPICAL EXPANSION JOINT 5 TYPICAL CONTROL JOINT Alemite 1610-51- h1drauto lfc grease 7 8" x 8" x I/8" g %61DEsset pONLY) Top of wall elevation. See site or grading aicciessible For maintenance ��I I/4" op. hin e 6" Ion g e All corners I 0 plan weld 3 O.C. all around 411x4" treated wood I" x 6" x 1/2" to hinge 4 gate post at 6'-01, O.C.= MAX. spacing w / 3" x 1-1/4' Gate Frame 2" x 2" x 1/6" 5/4" x 6" treated OD. tube, steel tube a pine vertical boards Weld collar gate Frame to post, welded joints Treated 2"x4" conc. 6" I.D. pipe horizontal nailers gate post Concrete slab N NOTE, PAINT ALL GATE FRAMES (oil nom. IA. a :;FlrFinished grade varies. AND PIPES RED. gate post filled See grading plan with concrete NOTE: `.'; 12" dia. hole filled with rounded top. III TURN DOWN - concrete See bollard detail (u SLAB BETWEEN L -j Its MAX WHITE 1/ STRIPE �r Z fu- u HANDICAPPED PAVEMENT 4"f 4" SYMBOL (TYP,) 2" (SOLID BLUE) NO SCALE HANDICAP PARKING DETAIL 5/4" x 6 square edcled treated pine boards with 1/411 gap. Screw to frame Latch detail, with gqalvanized or See detail 3 stainl-ess steel screws 16'-0" CLEAR V-11 1/2" P �. 8'-11 Wit WOOD POSTS. 1'-0" NO SCALE NO SCALE 9 DUMPSTER SECTION WOOD 10 1 GATE DETAIL FOR DUMPSTER ENCLOSURE Handicap 5icIn as required by Local and State ordinances mounted on face of building. 14AWICAP Greenstreak NOTE: ADDITIONAL SIGNAGE %32 MAY BE REQUIRED (FINES Pam ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ _ GOVERNING AUTHORITIES %32 radiusI 6x6-WI.4xWl,4 W.W.F. max.SLOPE 1/4" per FT. 2 square tube with Paving p closed top. (TO BE USED ONLY IF SIGN 15 _i.X d ; .X . x x —•: NOT BUILDING MOUNTABLE) �_ ,s;,H,..;� ;; •� —�� .i•��`Y:•ili•,f .'ht ... ♦t:. 'nr, •-Y•l,•Y ••• � : • Ij 4- .' : J.'A Comp. granular fill -0 N See specifications - ��I •• I��� Building _III. LI 8" foundation _I • Note: w5 continuous T. 4 B. �; Dimension Height Mounted on face of building. 6011-12" above sidewalk Mounted on Pole OFF building. No SCALE 80" minimum (Clear head room) 3/4" = I'-0" 12 TYPICAL HANDICAP SIGN 131 TYPICAL RAISED WALK SECTION ---- Smooth plastic red ' sleeve. See spec. 6" Steel Pipe filled w w/ conc. Rolling overhead) steel door 1§1 ::. (See plan and details) Top of Sea lant paving Line of a block • Pipe guard i l .:...a :. - - Door opening see detail w W II_ I - this sheet a III I I — 3 64 steel pipe set in 184 hole filled with concrete 4 3" granular base at 5ottom of hole CENTER PIPE GUARDS No SCALE ON EDGE OF OPENING No SCALE 1E� PIPE GUARD @ SERVICE DOOR 1& I TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES w 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE: SITE: PLAN SEE LAYOUT 4 SITE: IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTEFN DUMMY JOINT( TYP.) r.rk7 UL t 4 IL w k'•, y } LU tJ 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT LU } SEE SITE PLAN FOR CONTINUATION PLAN VIEW CURB OR GUTTER LINE: NO SCALE 1,51 CONCRETE SIDEWALK 1-1/4" O D. hinge 6" Ig. II III III III II III III II II QR w -1 -1/4" 6" MIN. OD. tube I collar 01 I I 1 1 1 Cane bolt field L_�J welded See detail to gate NO SCALE 6" R i A "} 4"P of parking 2" space NO SCALE 7 INT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE BOLT AND L Cane bolt GATE LATCH ASSEMBLIES 7 guide (2) THROUGH FACE BOARDS' steel tube Cane bolt 3/4" INTO STEEL FRAME w cold rolled steel rod. Aril1 1/&" hole in fop of slab slab. Size to fit bolt. CANE BOLT S I/2"x2"xl/4" I" GAP 1 1/211 washer welded latch plate with to 3/4 bolt rounded edges Latch plate w/ 3/4" 4 bolt handle 1-1/2 washer welded to 3/4" bolt bolt for stop STRIKE stop bar 1-1/2'WVA/4" bent FRONT plate strike with SIDE 1-3/411 dia. bolt through frame DOUBLE GATE LATCH NO SCALE 11 GATE LATCH / BOLT DETAILS ,' 15 CIA a —w 1"-01/2" 1'-0 1/2" 5'-0" 5'-0" 5'-0" 5'-0" 1'-0 1/2" 1'-0 1/2" 1'-13/8" V-5 1/4" 141 5OLLARD LAYOUT PLAN - &E�w2 SIDEWALK 3/4°. 1TICAIED DOhES I,PAVEhTiT LANDING AREA krl LANDING AREA u48.3/4' GROOVES, IN-3/4" IUDE AND 3/4"-2" LANDING AREA LANDING AREA ON CENTER, ARRANGED 60 THAT WATER WILL NOT ACClMATE. 5' 6' 5' MINIMUM SEE SITE PLAN NOTES: CROSS SECTION SIDEWAL SIDEWALK l RAMPS WALL DE PANTED THE SAME COLOR AS ANSION JOINT MA I SIRIPNG AND THfUR� E 1EXSEIAI L BE LANpIWG \ / t7CC �711C I"Lr�4V AREA FtAN 1-11 CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT 41, F} Y j• is U. 8" C6. 8" ROLLED GRAVEL BASE SECTION A -A LANDING, AREA SCORED GROOV>=S. 1. THE Ef t M Of THE RAi'IP SHALL HAVE A MAX 1/4" LIP. 3. CONSTdJCT PER ADA STANDARDS. 4, E MAX SLOPE OF RAMP DOES NOT EXCEED 1:10 TO NO COLOR OR TEXTURE CONTRAST IS REQUIRED. 6" X 6" W12xw1.2 WIWF DUMMY JOINT N.T.S. SEC-6501- LnE N (N OV M � N � 0 > E W E Q V W oU'RID W U. < UO— z 0 wWCDo a/ (D ��1 te Z0vf2 LL. 0.�X V ¢ U- V W n o 0 V) C) z 0 va -5o > ICU LU O J O LU Ln 0 W W W U z 0 DATE > 0 0711612019 DRAWN BY A. FONTAINE } DESIGNED BY ® A. ALLISON CHECKED BY • C. SHIFFLETT iSCALE N/A 0 D Uj U C > o tJ \H 3 o 0 rN 2- T W 0 a 0 O> 0) J L N Jfffiii}"' � z tf :D co U w o w 3 ¢ L1J •_ ( (D a `"r/ w I - o m U)2 W ¢ `2 Z �o 2 0 O E �_ cuu) N `u 0 a O r- Z to ou) �15;Q D P X a> 0 o Y 0 6 0 o '3 a Q, > Y Ur (d 7 V NX O a) t 5 2 � U E O a US= � 'v :a �a U JOB NO. ° o N •- � U 42231 �o � U SHEET NO. a o CI.Ain �E L (q ■ n a TRANSITION BETWEEN . PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. i SHAPE TO ELEVATION OF MID -POINT Of LARGEST PIPE. I SHAPE TO CONTOUR OF PIPE I I I i I _ n I ' A SLOPE TO DRAIN TO INVERT OF OUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH \ ' THIS DRAWING IS TO APPLY TO THOSE OF PPE STRUCTURES SPECIFIED IS ABOVE INVERT OF ` , SLOPE TO DRAIN TO INVERT OF ON PLANS OR WHERE INVERT STRUCTURE. j OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, � ::....r ::1+:i=`':'•1''„ BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE o f + � SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` ` ` ° a • ` PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION 8-8 PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND BRIDGE 9TMlDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET i OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL -k TOP OF FILL -+.. TOP OF FILL GROUND LINE = GROUND LINE _ - GROUND LINE x _- ' '�1 Ti-1 rrrrrr rrrr • - T' - Ti-iTL rrrrrrr rrrrr �� T' - -1TI-_ rrrrrrr ' r fir _ - - N �' I FI � iT(- rrrr rrr rrr rr I �I I �" - -' i �I I I rrrr rrrr i �! I �`"' 1T rrr rr - --' I �! I flr r r � I I �"' rr, r __Itr EARTH + -11 r d rr ROCK OR + -_I I r EARTH + o I a UNYIELDING o cv Q c� I SOIL o I i BEDDING _ -_ MATERIAL / IIF L-1 MIN. 1/10 D X D X BEDDING MI 0 p rrT T -1 t X D X BEDDING MIN. i/10 D - IF _ = MATERIAL *"�' MATERIAL X D X 1j2" PER 1' OF H MIN. a", MAX. aa" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL MIN. 1.5-x 0 MIN.1.5 x D .--- TOP OF FILL MIN. 1.5 x D MINA 5 x D TOP OF FILL - rrrrrrr rrrrrrrrrrrrrrr - rrrrrrrrrrrrrr rrrrrrrrrrrrr - - = rrrrrrrrrrr. rrrrrrrrrrr N ^ rrrrrrrrrr rrrrrrrrrr _ - .. = rrrr rrrrrrr ; - rfrrrr rrrrr . _ _ � = rr rrr :; GROUND + r d - rrrrrrlrrrrrrr,•::::::.: =-• _ :rrrrr rrrrr.::::::•::• _ _ ::: rrrr ,•rr :�: � ::� � •: rrr rr, •::•::•::•: = + GROUND ;. ;.;. r o •: LINE o LINE + rrrrrrrrr d rr/rrrrrr GROUND - - _ _ •: w LINE 4 EARTH ROCK OR MIN. 1/10 1 X D X BEDDING - MATERIAL MIN. 1l10 D - _ - UNYIELDING 'Vz" PER `-- � - SOIL i" OF H X D X _ -, - • jI1 ir-TrI 1IIF I1 -F• H- MIN. 1/10 D BEDDING _ MIN .8", BEDDING MATERIAL EARTH MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITAGLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT NOTES: SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SECTION ON SHEET 107.00. SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE i______ 1 FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 3D2 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 25 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rr. rrrIN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. tvDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 REVISION PATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 1/4 a' p. Va" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) GALVANIZED STEEL STEP ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) !!TCORROSION RESISTANT MATERIAL �-#4 REINFORCING ROD CAL SECTION ': • % ' ' NOTES: '•; '• : ° '. C' STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. .• ••'. ' I 4/. ALL STEPS SHALL PROTRUDE 41/z" FROM INSIDE FACE OF STRUCTURE WALL. •. ,. ' •. MAXIMUM STEP SPACING TO 8E 18" C-C. STEPS SHALL. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN .; T EXTENDED 4/z" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE,MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. a# MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. �I ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT o SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMNA STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221,ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMNA PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. ALUMINUM STEP SPECIFICATION 1�([)p j� REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 CG 12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CUB WHEN REQUIRED (C-2CG-3 IN LINEAR FEET) GENERAL NOTES: DETEC AB E WARNING SURFACER(AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP, i I F PRODUCTS NOT LISTED SHALL MEET SIDEWALK DETECTABLE WARNING SU ACES.RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER tljZ'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7_ CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED %� 121 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED 'WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. e MAX B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1rµ - THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �Rv THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1� MAX �- \`�P PERPENDICULAR TO THE CURB. 5• MIN xx * � r 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. `i EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT W)iC ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. VI FOR T CROSSINGS TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED 0 TWO C OSS NGS PR VI T V R A WHEELCHAIR I 4' x HE CROSSWALK AREA SHALL 8E PROVIDED 0 MANEUVER PARALLEL &PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVEL'WAY. THIS 0.' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME ;rI 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF � CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6" 2.4" C C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O U O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. �(p 0 0 0 0 0 0 0 0 0 0 0 tl 9 0 0 0 0 0 o O O n o 0 0 j LANDING RAMP V O O O O o 0 0 0 0 0 0 0 0 tl 0 I o + a 0 0 0 0 0 0 0 0 0' O O O O O O Ty ry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 501-651 OF BASE DIAMETER O O O O O O 0 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING o- AT BACK OF CURB 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR �' SEE NOTE 12. B S DI ET�T f" PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1vDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET i OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 65 DOWELS, 8" LONG-'] PERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN JOINT 12:1 MAX i v gg 12:1 MAX v RAMP RAMP (SEE TABLE) (SEE TABLE) li A TRUNCATED DOMES SEE SHEET 1OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 AX 20:1 48 : 1 MA 2'MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT N 0 WITH BUFFER STRIP WITHOUT BUFFER STRIP 5' MIN SECTION B-B I "' +" CROSSWALK I' Qi� A 4' SQUARE LAMING AREA OUTSIDE OF TRAVELWAY NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK o- CURB s, SMALL DE LAR CEO FOR PERPENUFHE MA CROSS'NALN rNE MARRED SEE SHEET 1 OF 5. CROSSWALK AREA TYPICAL PLACEMENT CURB cuae THE REQUIRED LENGTH OF A PARALLEL RAMP IS. LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 4'BUFFER STRIP 5'SIDEWALK SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITHIN CROSSWALK LANDING 484MAX. DIAGONAL PLACEMENT SLOPE LANDING 48'1 MAX. SLOPING 481 MAX. SLOPE SLOPE CURB 5' MIN = CURB MAY TZ'1 CROSSWALK �?<I " s = M0x CROSSWALK -1: F J = Y GRASS V) 01 CURB O CONCRETE CURE N WITH BUFFER STRIP � WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SEE STANDARAD SL-1FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE' +FRAME & COVER � I THE TOP OF MASONMRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS CNREOTED BY THE ENGINEER. ST'D. ST-1 ' I 6A J/wZ49ITq�l�� :t//iiJiai���► I i DIAMETER -4'-8"+(2 x WALL THICKNESS) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45' HALF PLAN VIEW d HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES] 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 8 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 D 1.6 0.785 3.009 11 1.9 0,970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 1 0.970 1 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION / XVDO-T" REFERENCE MANHOLE FOR 12"- A 8" PIPE CULVERTS ERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 108.01 CG-11 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE E CROSS SLOPE BE 2% FOR Y I AHWIDTH OF 5 FEET. '-' AP T GENERAL NOTES (RADIUS TO BE AS AXSTREET APPROACH SAME SURFACING I NOTE 3) ra C AS MAINLINE ROADWAY SHOWN ON PLANS) Fn 1 1, WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ _ ((SEE (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / / (SEE NOTE 1) �- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE a SIDEWALK USED WITH THIS STANDARD. - - - )SIDEWALK (SEE ,- - - - - NOTE 5) r OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE v, FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION _ - - -- - - --ram -}---- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 9 EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" '- " R NO W DT 2 0 0 AS MAINLINE ADWAY c�' N 0 EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A � PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE GRADE ORANGE 91 --- 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAYL'20'MI ' -' - ' -- -' - - - - - - NOTE 7) THE ENTRANCE, X. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES CHANCE Lu -�- .__. "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MINT.NIMUM FORCI T AL ENTRANCE T INTERSECTION SECTION NOTES N ER 8, WHEN CO-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS A - A SIGHT DISTpOT ROAD DESIGNSTOPPING SECTION ANCE AND K REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 9. PORTION GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. H 11 ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 . e. . o, . ti. • ' o. _ - (H.E.S.) e. CONCRETE ` ' °• ' b. • °r.- SECTION C-C ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH I MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD 5 3 % 6 % LOW LESS THAN 500 VPD 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION '�VDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL. COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER FBE CONSTRUCTED SLOPE OF SUBBASE COURSES AND THEDEPTH H THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R HE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • P P I P T'IY P P p T:� P P I • r • r . r , , • • n ' O P ' P ' O P • P P P P P P THE BOTTOM OF THE CURB AND 8" 2' 0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 DI-1 Vy SECTION CAST IRON Vz SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH ( L 2Vz" x 2V21I x " 1'-3 1/4 10'-4" LONG 1. DEPTH INLET (H) TO BE SHOWN ON FOR DEPTH GREATER THAN 10'USE ai,® COLLAR T - STANDARD STANDARDDARDDI to B A - - A 2. THE D S ND S SHOWN ON THE DS AND SPECIFIED ON THE PLANS I WILL E MEASURED FROM THE INVERT OF WILL BE F CAST IRON GALV. ONE WELDED STEEL JOINT THE OUTFALL PPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE iV I APPROXIMATE ONLY FOR ESTIMATING iv BRACE .F , 86 43.6 WELD ALL LEIS CONNECTORS PURPOSES AND THE ACTUAL DIMENSIONS HE DETERMINED D C(NDITIONS. CON�TRACTI - - RIBS 3 LBS I TO COLLAR RFOAIFlELL INCLUDING ' INCLUDING (CONNECTOR 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE a LUGS , WITH STANDARD ISA THE COST OF FURNISHING AND PLACING ALL MATERIALS 9V ! 2'-7" 91/ „ INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE END PRICE FOR THE 4'-2" Vz" x IV2" x 4"J Vz" x 4" STRICTURE. PLAN LUGS �' 91 " SHEAR TORS 4. IN THE EVENT THE INVERT OF THE PIPE IS HIGHER THAN (GRATE REI,IOVED) BOTTOM OF THE STRUCTURE, THALL E )INVERT -►ry �a" SEE DETAIL A OF THE STRUCTURE SHALL. BE SHAPED WITH CEMENT MORTAR TO PREVENT T~v SECTION B-B COLLAR DETAIL T I�TERINGRAISED C STANDING OR PONONG OF WATER IN THE STRUCTURE. THE COST OF FURNMSHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING iS TO BE INCLUDED 2Vz' N THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO DE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD STA DETAIL B 6, THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D I INPLACE. 4'-2" HARDWARE 2,-8, 1'-3" SEE DETAIL 7. 04 X 8" SMOOTHDOWELS AT APPROXIMATELY 12" C-C TO BE 7 CLOTH ( PLACED IN ALL AREAS ADJACENT p+-�I ;#8 4" DEPTH AGGR. 888 #78 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LEU OF DOWELS I I - z z B" WIDTH p a A FST NOTCH MAY . 4 PROVIDED. SEE STADARO T-DI-3, 4 FOR a IL - a a s P COLLAR 4 3" DIAMETER ALTERNATE DESIGN. ^ m N SEE NO E 9 D 6, B. 3" DIAMETER WEEP HOLE WITH 121 X1 PLASTIC HARDWARE CLOTH /4 ME x z Z12 , GALVANIZED STEEL WIRE. MINIMUM WI�IAMETOAREDRRMESH iv NIHON HARDWARE CLOTH NCN FIRMLY ' iV GV iY h p TO THE OUTSIDE OF HE STRUCTURE. v Ap `� 9 ' CAST IN PLACE BETE 15 TO BE a+ '� o Q P CLASS A300 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. SECTION A -A 1V2" 1" "� D :� -2" -(; 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL of THE ENGINEER CONCRETE FOR MIN. DEPTH SEE °ETA) B I MAY BE SUBSTITUTED FOR THE CAST IRON QUANTITIES LUGS AS SHOWN HEREON, 12" GO�yCRETE Y3" CONCRETE PPE - 1,440 CU. YD. CONCRETE PPE - 1.528 CU, YD, CONCRETE 13139929199 Ufa° I _ APPROXIMATE I CAST I �a" GRATE WEIGHT IRON 363 ± 18 LBS 11. DUMP NO WASTE DRAMS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 1.620 TTERING MAY LOCATION LETTERING CU, YD. COONNCCRFl- 24' CONCRETE PPEETE SECTTT~~10N"II C-C SECTION D-D YARYE BYMANUFACT ADD OA09 CU. YD, PER ADDITIONAL FOOT OF DEPTH- GRATE DETAIL xYD°m STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 1211 - 2411 PIPE: MAXIMUM DEPTH (H) 10' 233 SHEET 1 OF 1 REVISION DATE 302 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4- PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / I MAIN LINE 2' MIN n SALT ---/ TREATED FINISHED GROUND 2 x 4 MARKER 'L SEWER SERVICE LATERAL CONNECTION NOTES! 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. (ALONG HAVING OF CURB) WILL BE PAD FOR ASS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF HE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS, 2" RADIUS e• D. D. SURN .P P• D.;, • A.;, � D. :e • >e • ie BASE N.; • D. ~ D. P. PP SUBS) 6" L12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION EXIST GRADE METAL INSPEC77ON FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) L- 3" CONCRETE COLLAR ........... CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE NOTE: CLEANOUTS IN PAVED OR CONCRETE SHALL BE TRAFFIC RATED. CLEANIOUT DETAIL No Scale 7-• 2„ R CG-2 io SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 Ln E N N S m VI N � E Lu ~ E 3 Q u Lu 0 j 1-4 0CIJ. _ z Lu Lu rn tD O aP a)Ln a Z 71 (� CD H O U li T ra U) O LL LL r� U L_ D n- Ln =H TollU) O H 1 aJ o 5 ON Ili DO o W 00 O _J O LLJ F--' O c9 Z) 0 W w w = Q 0 Q z O DATE Z) 0711612019 O DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT • SCALE ® N/A CL W H W Q O Lu O J W UW� m U) W Q z O N O JOB NO. 42231 SHEET NO. C I.B l��.��' d rO f .J �w r PAR(_ -I j_vIlan pl�i"�-1-��✓%f,/� C� i FG. 0w13 USE: HOTEL A I dr y €' 1p"r ! TC ' 463.781/� HIGI-IWAY COMMERCIAL ZONE j/ / � if / T-.,.�-,�, I e ' I T-66, I II 1 466.33' IL" 67' TC 468.85' #>p, oG J/ 466.00' TC vs JJ 469.70' 11Ar - L ID. 1 11i y r f TC TC 4 LANDS I yf S€ O�I-J r 1 # IIAr 'i Ii d I I f 1 14 s d Ikr° i TC ° TC M TC TQ i 4 yt p' 0,1 1 I J 464.11' 465.06' RAFFIC R EQ466.12' 1467.29' 467:40' 468.57 `�- 1 y ! VAN ; " EANOUT TYP USE. ' ETAIL / � I 1 � 114 8 ROOF DRAIN � ( ) - SAN .. SAN D1 4 WOII G A MAIN EASEMENT f 1 � TC G �65 , TC � TC PER DB. 411, . �4"t � / 1 1 � � � ,4 i! ! 464.70' 465.86' / 466.10'" °..`O d : 04 °. * ° ° e o .° �� 1 ` TC / f! Iir3 l t� ay TC 466.19' TC j � d ° ° FFE=465.30' 6" ROOF DRAIN (TYP.) FFE-465.54' 466.12' ° AMI r ! ° !1 p�ictisT 1 d 1 465.17 I °' , 468 70' " t/ �., .4 J !� �- _ fFFE=465.30' �- 1 I , 1 d dd dd ! °. t 6'� -462 I } % i s •�rr �% 113 i Tc 4 5.60' r / d f c� 4 1 a 4- r�6� t /` f r � t ° I ° . 465.47' C°a PROPOSED f !.. � � � j� t GRASS J h c�;f !f ! 1, AREA t A1�A AUTOZONE EX GND mt/ G i°i 1 4 t 1!T �x ° ! d fJd t J �dii 6 816 SF 1 i 1 467.56' ` E . ?4.s'. i9 d j'd d d IO / EL.E1d-1.45 J 1 J f�., Jl 1 STORY TC TC f' I 5 465 F FUT RE FE = 465.3 ' i .1 tr � i I 465.40' BUIh ING Pln;rI1 APPROXIMATE ��� -���r rd d f� / � /� � � LOCATION OF r ✓ '� t I � - d 46 f !! f I a' 464.67' FFE=465.30' 1 465.93' \� 9; AN cp GAS LINES. ! �''�,% I i . ° �6 l7 J / 1 d ° 4 TC' TC I ° a' ° 1 TC y IN ° -TC. spa T } TC 463.83` 8 464.46' 464.59' ° y 46a04'a �° ° e�'. 465.65' 1 TC / t / 463.59' ° ° 4 / / I TC ° J ° .a tC a }.. ° ° i 464.04' , fl1 ftt 1 } 462.73' ° 1 a ° . ° . 464 7 a f !d !dd! 1 136"AC,&,$S MISER 1 J Q. o j a ° W/ VD/OT M /1, TYP. ! 112 a l 1 ® f 4 ° a\ /f! j f y c9 1 111 TC PVMT TC ° PVMT TC > � 77 z G 463.42' r Sl 463.24' TC 16' 463.84' i 465.26' t !Sty _ 1 s 6'�, PVMT 109 i TC II a L;P8 5If i / , p9 WEIR SWM Ar 464.15' 4g4.15' I 465.05' I t 104 105 - PLATE 77LF OF 66 CMP I-ry 14x I > t r I �I ! ! 458 i �62•, ! / iy 6A ! y 4641C Ji f f j i r Sir Yq / I W wv= ;di 11 1 be T _ ! 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DT I! , ; i �Ar ?'I GAS SERVICE P SAN on SAN 6 ff R01 900 BEND �f i� R . . 41-1, F��'i. 34II s, I G - ° e. n a �. d -° d .a. a'. a n a _ n_ .a d' fF a 0 0 QC d GAS METER PAV-1403 � � 2 as 5 ELECTRIC METER 13"t ff 13 4" SANITARY 4 SANITARY SEWER LINE d P 1 ff STUB -OUT PVC SDR 26 ff z f a FOR FUTURE a° a ! d CONNECTION WATER LINE a ° GRASS PROPOSED 1" TYPE K COPPER / AREA EF4CRI #R AUTOZO N E ° d a GAS MAIN :A-5E1"i i' T f 13 l�aiII ` f w g e / 6,816 SF /f FD.6. l�a".�4, �. 11� �� f �% � f �` -aG' O Iw�`��1:� 1 STORY FUTURE ff x f / ff BUILDING d, I MORE 1" WATER LINE �47 1IA60t,4RY IIIW3 Asp / ffff STUB -OUT FOR ff APPROX9IV1A"iE FUTURE LOCATION OF �/1 ..--�"°""/I / / // d CONNECTION a � ff � Q: t b ff GA' LINES. d c d°J!!C �J j ,f-•-lf a a d� 1 1 'dc On. a. o I an a d a Q a d ¢ n a 45* / TIE T(p 1 ; : a _ . EXISTING / / a n BEND d d a e d. n a a / GAS L N E a ! ^ ° a J'a`" G) / �y 9 4_10 z G fff off f G WATERLINE 1° 10ff' / 1 ,3I / 10 1.0�.�`,,. TYPE K COPPER 45° pvT 45° ff BENDBEND O �ff f (a) WV =444,14 i,"e J7 (G)UN-444.14 / j / � \ i ' `-�•,., 118 ..� __ _ - _ all Sq /v - 8" Si N - 8" SAN �m_ ._... •�- (r,} ury s4;1.v4(� I ! tA1iT ,r iAPI _ a `SAID! _ " SAN — R bw PROPOSED SANITARY (b)'""r j TO TIE TO EXISTING J� j STUB 1 WM cA\� NOTES: 1. CONTRACTOR SHALL COORDINATE WITH ACSA PRIOR vti _. _ r��. OItP-- — 0 � _ . _ _ Oh1P —�_— c7ri _ O'HI; ,. --- I{vs.. TO THE START OF CONSTRUCTION ON THE ,,I WA ?+t,� Per gg0ir sO�° l.j ""'.'.'...'.'.'.'_ � � 900 BEND _ 1�3 r � g�,, 1 Ci �1�J _..T 1 �_ 0' ,! 99 - P 10 �It! - — —� 10"W ®1' 'W -- 10°W r''��' EXISTING HYDRANT �` g,. RELOCATION OF THE EXIST. 10" DIP WATER MAIN. 1"X1"X1"TEE __..•!"�,'` 2. CONSTRUCTION �'A5S o `'~• CONTRACTOR SHALL REFER TO ACSA ND DETAILS ACCORDINGLY JN MONUMENT .. SIGN bitASS MOUWAN UWAN M uAl"la" NIMAd STANDARDS A 9 SCALE 1"=20' 0 20' 40' LnE N N OV CM t!7 N O O > E - w C a+ E Q v W p U w �U-1 z a 0 0 Lu Lu m O zocn H O V i a (>7 tf0 w fo o a Ln O F- wa N O ma w -i CD-ioF- O (D Z) t-- p w w w E— 0 z O DATE H 0 0711612019 DRAWN BY A. FONTAINE r DESIGNED BY A. ALLISON CHECKED BY ® C. SHIFFLETT i SCALE 1 "=20' • • no W >J H V) W V > z Z O TT w mr Q J_ w u �-- m D W Q z O N 0 JOB N0. 42231 SHEET NO. C1.2 in EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW BUILDING, PARKING AREA, UTILITIES, AND ASSOCIATED SITE WORK. LIMITS OF DISTURBANCE TOTALS 1.38 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUND BY WESTFIELD ROAD TO THE NORTHEAST, ROUTE 29 TO THE SOUTHEAST, A PET SUPPLY STORE TO THE SOUTHWEST, AND A RETAIL STORE TO THE NORTHWEST. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONTAINS A PAVED PARKING AREA. OFF -SITE AREAS SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS. CRITICAL EROSION AREAS NONE EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHEID GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET CIA) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COUNTY OFFICE BUILDING. 2. INSTALL PERIMETER MEASURES ALONG SEMINOLE TRAIL AND TREE PROTECTION AROUND THE SITE. 3. GRADE SEDIMENT TRAP AND INSTALL DIVERSION DIKES. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C1.5) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES, SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAP HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR REMOVE, REMOVE THE SEDIMENT TRAP AND COMPLETE ANY FINAL GRADING OR HARDSCAPE. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR, MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED, PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED, MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. SOILS INFORMATION: 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES. 10 INCHES TO DENSIC MATERIAL. HYDROLOGIC SOIL GROUP: N/A Y rate "stilt 5 k DOT SP SEDIMENT TRAP No Scale l--1 l--I Ej El STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH TP POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PROTECTION No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) 8 TEMPORARY SEEDING PLANT MATERIALS No Scale 0 GRAVEL CURB INLET SEDIMENT FILTER 1'?�t+i►♦ems?�v`�•ls r+���� pGRAVEL FILTER � �♦���i may.. 12" RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT II o •; : f^ r CONCRETE _ - a • GUTTER CURB INLET 12" " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND E.O7-6 UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH FRAME � GRATE FRAME MAX. - rtt«rtu IIVt vir-WJ \ STAKE � \ FABRIC li _ IIII 1, MIN. , A• % DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STORM DRAIN INLET PROTECTION No Scale 5rW11L -10, WIN. CONSTRUCTION A{:CF:>ti SM-LA ASPHALT To P N.,,. E.XIaf1NG COURSE, I 2ZPAICEIFNT ME LAIN. 21A A( 3R_0Al tT . BASE PROFILE C;CCESRUC;ION `- WASH A PAtiEO AC'C'ESS . \ A { V'I{�,tyHRr�i:K EXISTeNG 2% 2 " PA'+iE�sE.� T i I I-PDSIT!Vf; ''PAIX"f JS, EENU FULL WIC]'FDRAINAGI_ I � A � rt -- T�J '3k�'31�!EhTT Of' INCKSS ANU, L.GRE'.`5S rOSENV Ui'JICE OPERATION PLAN ._.....__.....-12' MIN.--.-.-......-.. ____...�Pt7 fl .iE DPAINACE I, 1.9 It r TO SEOI,'AENT FILTE;2 SECTION A --A A nm>nmun wate� tap of 1 inch must be h0a(led with a ni�tnnunf 1 nich ballcocic sluitofl valve supplyni^ a wash Bose with a diameter of 1.5 niches for adequate con. tai,t pressure_ Vdasli water must be caxried away from the entrance to an ahl',raved settlin;: area to remove sed'unent. All sediment shall be prevented from eaitelkg stone challis, ditches or watercourses. PAVED WASH RACE{ NO SC':ALE: s (3.D STONE CONSTRUCTION ENTRANCE No Scale 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE f✓- �I ALONG THE LINE OF STAKES. 6' FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 4" FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEVV) POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3.05-2 (FRONT ELEVATION) SILT FENCE (W/O WIRE SUPPORT) No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH'* 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1 ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 3.07-1 PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale Ln E N N OV m E -o E w ~ E 3 ¢w u ova Lu N z a0oo wWmo O o z cn O co 0 IL � U 0U� 0 U) a ru (5O Ln In 1�q H w Q H N W mo _100 O J O H 0 2 C7 0 H 0 w w w F- Q z 0 DATE 0711612019 0 } DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A J W Q W H � 06 Vl � W W 0 z � J 0 J � ry � O Z w 0 = Q U w z CD _j W W Q C z C] 0 w N co O � i- 0 Q 0 ry W JOB NO. 42231 SHEET NO. C1.3 (a �0 a� 00 2W m0 2� 02 n E -_ c � ro � _ IL 8 D 2 0 zN 0� �a x ow t_ 0 CL 2 3 a m .o y2 �N ro = y U C i E� a =_ V ro 0 2-0 Cu .5 •0 o C C o m �L =0 ro = 4I p = U ro a2 E (0( `1.((q EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING DRAINAGE DIVIDE I i MENEM SOIL AREA DIVIDE CE CONSTRUCTION ENTRANCE 3.02 SF X SILT FENCE 3.05 IP 0 INLET PROTECTION 3.07 DIVERSION DIKE 3.09 ST SEDIMENT BASIN 3.13 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP -TP- TREE PROTECTION 3.38 (DC DUST CONTROL 3.39 7 // "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER Lu TP _ TP TP PA K��O &19 LIS ID: KWU LANC>5 N/F UNIVER41TY OF VlRe-aINIA,�PUNDATION 04. F�G� 514 CE 463- CE 462- D C) .............. . A Al SEDIMENT TRAP 4/if Z 1.108 ACRE DRAINAGE AREA x PARKING (WASS 43' HOLL'%TOTAL STORAGE REQUIRED: 148.5 CY MAG NAIL_ ITAGING & l5r STORAGE• TOTAL STORAGE PROVIDED: 192.0 CY r-LEY-461.46 /P TOP OF DAM ELEVATION: 462.0 {_ 410 1 1 1 43' t �.,,- 1 d „ ~-, !! • {{ PAOW 4� A-, m 4PT VUIL01W A I/ APPROXIMAJE ­E� I p 6LOCATION OF l4 GAS LINES.­5 (7 7 h v DC Q?Al STONE WEIR _41 Al/ A, I __,_ T-4 It 417 4"� / r-0 I ­ 't, __ t� ­_', I I .... ......... A 46 - DD rj CAA GAS, �ZZ # I I i c� Q PARCEL IC). GIs ;0-0I-0A-0oF5)AA?o_) LAND6 NIF CHAXU INC, D. a. 29,14, Fes. 013 USA. HOTEL 1 15TOR'll Vi Lo I A , HIGHWAY COMMERCIAL ZONE II T-J - - --------- C-1 COMMERCIAL ZONE f PASS FAARC'EL ID, O&WO-01-0-A-00400 .-V LANC* NIF SHECU-)ONC- CHIA� 4 SUN LI Ca,, 14e3,U$03-1 CD I ;E'. R_P�TAIL 1;j AU r /�4Clo V > {� �t i j r ft {1 ASPHALT WdENT DID M W%-'s m%vPA , P-64, Pt C:P3 LIMITS OF NIP AC)REINALINE SPORTS LLr_ MASS :1-ANPS DISTURBANCE C>,15. 2244, FG-, 3,54 T-66, II1 1.38 ACRES d U1,6E. RETAIL t 22=" IREBARW 61 , X_ 7— R, T ASPHALT fell �DC --I v SAW, MH 7 IT11 (q) e4v =,14,t 14 (b) INV =444.14 A 8" SAN 6" JAN SAX at (c),WV =449.J4(c) a"SAN 6" SAN a N 6 8 SAASNIALT PAWJJMT pw n5p, To 13t (q) V, SET (TYP) I 12 6P Ery I p ­v SF To 15E VaN pot To j oll-, ItV ", PAN EE ( lo 11 11 GRASS L hw"Wbo UN '�0 (TYP) SF TS > QHP — DD 011ip. tip— oO OH 011w Va Wffl?)&P ygg j .1 Oil Oil --------------------- 0. 1 0"w 10, ol -low MAT 1.20TA7 4 5 4 10 iiT �l 7ASS 1113.11, ol a �B5111 W VAULT Ax58.41T POD 21. F�r_p IP Ac0�=6 5a_* �46'55' W FRcEL "A" 364 &F, 5 ROW PC I V, f-Ep/ F'G, 1 f -1 iI PG. I Y, 7— SE I N Ll-­ TRAIL (VARJABLE R.fGfJrl'40F:::� �A��( 7-- rlwi/ livil I 4D r nt co' WSS ME&AU G- . . . . .... . ........ ------- - --- ------ .. . ........ ..... .. . . N_ SCALE I"=20' 2'0' 40' Lo E 0 u E -6.E Lu r- 0 u Lu Ly al LL 'ct C) 1c, C::, 'I z ,_ 0 Lu Lu M Q 0 (D o V) o'o u 0 LLj c) CD z Ln 0 a) C) q > 0 co cf) Lu _100 CD _j C) Lu -1 L6 0 (D D 0 LLJ > w w u 0 (n DATE 0711612019 0 >_ DRAWN MINI QV A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETF SCALE 1 11=201 JOB NO. 42231 SHEET NO. CIA 0 z t 2 02 F- E -0 ca CL Z) �Y Z fn 0 0 2 CL x F- 0 0 0 2 0-0) W r- 2! .2 x 0 0 0 . t TS 2 0 0 ro :g co -0 0 (n.2 cn 2 co W 0 a rz 0 i2 0 CL 0-0 Enai 3 3 7 7 1 II `i' L PRELIMINARY WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) *DRAINAGE AREA ANALYSIS REFLECTS PRE AREA PROPOSED CN VALUES ASSOCIATED WITH THIS AREA = 1.38 ACRES PLAN 0.87 ACRES (IMPERVIOUS) 0.51 ACRES (MANAGED TURF) POST AREA 1-U (UNDETAINED) Tc = 6 MIN AREA = 0.39 ACRES 0.10 ACRES (IMPERVIOUS) Q (CFS) V (AC -FT) 0.29 ACRES (MANAGED TURF) Tc=6MIN 1 YEAR 5.13 0.263 2 YEAR 6.40 0.332 10 YEAR 10.13 Q (CFS) - V (AC -FT) 1 YEAR 1.08 0.052 2 YEAR 1.43 0.070 10 YEAR 2.50 POST AREA 1-D (DETAINED) AREA = 0.99 ACRES 0.84 ACRES (IMPERVIOUS) 0.15 ACRES (MANAGED TURF) Tc=6MIN Q (CFS) V (AC -FT) 1 YEAR 3.89 0.204 2 YEAR 4.79 0.255 10 YEAR 7.43 FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM SWM A Q (CFS) 1 YEAR 2.83 2 YEAR 3.94 10 YEAR 7.30 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 3.80 2 YEAR 5.25 10 YEAR 9.96 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0'80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.80 CFS < 0.80*(5.13 CFS*0.263 AC-FT)/(0.256 AC -FT) = 4.22 CFS DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT *DRAINAGE AREA ANALYSIS REFLECTS FUTURE PROJECT DEVELOPMENT POST AREA 1-U (UNDETAINED) (FUTURE) AREA = 0.36 ACRES 0.10 ACRES (IMPERVIOUS) 0.26 ACRES (MANAGED TURF) Tc = 6 MIN Q (CFS) V (AC -FT) 1 YEAR 1.00 0.048 2 YEAR 1.32 0.065 10 YEAR 2.31 POST AREA 1 D (DETAINED) (FUTURE) AREA = 1.02 ACRES 0.96 ACRES (IMPERVIOUS)* 0.06 ACRES (MANAGED TURF) Tc = 6 MIN *DRAINAGE AREA INCLUDES FUTURE BUILDING & PARKING IMPERVIOUS COVER (TO BE SUBMITTED UNDER SEPARATE COVER) Q (CFS) V (AC -FT) 1 YEAR 4.18 0.228 2 YEAR 5.09 0.282 10 YEAR 7.77 FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM SWM A Q (CFS) 1 YEAR 2.99 2 YEAR 4.81 10 YEAR 7.59 COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 3.75 2 YEAR 5.87 10 YEAR 9.55 CHANNEL PROTECTION (ENERGY BALANCE) (FUTURE): QDEVELOPED < 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.75CFS <- 0.80*(5.13 CFS*0.263 AC-FT)/(0.290 AC -FT) = 3.91 CFS FLOOD PROTECTION: FLOOD PROTECTION (FUTURE): POST -DEVELOPED Qjo <- PRE -DEVELOPED Q10 POST -DEVELOPED Quo << PRE -DEVELOPED Q10 OK 9.96 CFS (POST -DEVELOPED Qla) <- 10.13 CFS (PRE -DEVELOPED Quo) OK 9.55 CFS (POST -DEVELOPED Q10) < 10.13 CFS (PRE -DEVELOPED Quo) TOP 0 PLATE 24" X 6" ORIFII INV 455. STEEL PLATE Tom" STORAGE PIPE 7.60 10 YEAR _ _ _ _ WSE 456.23 _ _2_YEAR _WSE _ 455.64 _ 1_YEARWSE 455__,00__ ELEV. 452.10 8.25" ORIFICE WITH TRASH RACK INV 452.10 SWM A WEIR PLATE SECTION DETAIL TOP OF 66" STORAGE PIPE ELEV. = 457.60 TOP OF WEIR PLATE 456.40 24" X 6" ORIFICE INV 455:35 k k(k k tt-rk 44 j ti4kxftiaF� kkkt 10 YEAR WSE i� Ik(fl k ffSf Ekkkk - Q4 4f%j iQi ,4444 kk FFk➢ (((( ,kkk(kYtt34 tjjt�� 4 , It 456.32 kf4 4 4 k tk! 44i�i{yti4f� k k <i .< <i i:k 4 4 41 S L tk t Ff F 3kS4 }raa kSf k F k 4ik( ji i4 kfi 7 i 4� i{k{4k4 0 2 YEAR WSE k F i f ff f k k F 1 YEAR WSE k,ftik;`I aF k kEr kk k`,t`tE 455.76 if Y4-M1 kkf{f (kff YSY Yf kk i�f l (� 4f4 4 Ojl ( k kfk kkfkkkk t'cS fFfyYf f Sk £ k F4t� SPf Fy k FFOfaS F 4 4 S k� fF4 �Fk1 Y �4 4 f $QFC1,i jk 4! y j� j 455, 30 kpk°S,F,ti1 , . 4 4 .4,4�k,4FR•ii.k. , , ,4, . ;; F F ,}. , , k..;4tF 4 „4 ,FSpfiFEQ(.f,.,.. �k Y STEEL PLATE ELEV. 452.10 8.25" ORIFICE WITH TRASH RACK INV 452.10 SWM A WEIR PLATE SECTION DETAIL (FUTURE) WATER QUALITY ANALYSIS *STORMWATER QUALITY ANALYSIS INCLUDES FUTURE IMPERVIOUS COVER TO BE SUBMITTED UNDER SEPARATE COVER* SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 0.87 ACRES MANAGED TURF = 0.51 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 2.18 POST DEVELOPED AREA IMPERVIOUS = 1.06 ACRES MANAGED TURF = 0.32 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 2.48 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.75 CREDITS TO BE PURCHASED • w f » y i /f SCALE 1 "=30' , ;< It \�N 60 r-• fill i ie /I 'A ~62 r r f f I / d ! 1. ., A 1 1� t 1 PRE AREA y J'r (ONSITE)- AREA = 1.38 AC f IMPERVIOUS = 0.87 AC I.- '`t'•-.. -�_�_ ° GRASS COVER = 0.51 AC 3 I d CQ /0�f /� / S fr° � ��IT f�Tr..` ! --=." .....�,� . I ".t�•...�� 'i' f/ V t cs. ca " 8" .SAN sma OF/P_ ,_ram! ! ' w. 41C?FFC-Ft- rt� F �. �•�;ss "" r' .. M S POINT 1 t -- - ✓ / I f I 1 _, ..• / f f _PRE -DEVELOPED,` f / I d r a SCALE 1"=30' _ J rl,J� f e 0 30' 60' Ei ! ! ° ` ! I t JL- f ' 1� FA ! . w t . 66 illy 462 ON N ♦.a d 'w« I • .j• •• a � 5 `t � t ft mot 1d POST AREA ! :9 (DETAINED) ff t! AREA = 0.99 AC q 9 r IMPERVIOUS = 0.93 AC d ! ff GRASS COVER = 0.06 AC .a r POST AREA (UNDETAINED) AREA - 0.39 AC t t IMPERVIOUS = 0.10 AC GRASS COVER = 0.29 AC --l `f f c� 1 f / f , .. C ..,9 f! t ,- 8 1 SS11ttJJ SyvM ff 468 _ ,46 4519,1 attP-- 466 � _ _ h 10 ,i , a :_ ' _ ' 4S -10"�J ��� 0 -Cott, _., � � t „� y , _ H -- - 10"�1 4 ' !SIGN ANALYSIS _ POINT 1 - ' I I°`-- POST -DEVELOPED ' Ln E N N U N � 0 E -ri E w c ~ E Q v W oUj2 O ILL a`t0o� z Lu Lu O a H °"" 0 a z cn CD O 00 a �d r¢ U cn V w O - o Q M aoLn z O I- `- 1O wo V) 75� mo w re, �00 O J oLu O 0 w > w w z O DATE H 0 0711612019 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT ® SCALE 1 "=30' 0 c uiU J °' a) o ro Q0 Q a C W O O Z� ,n W Q � o c O'Wro L ff nn to V ro Z n O Z=_ Q Lu <C LLL�wLLL///,,, 0 C u��0� w �o coo; Q ° W Z �o z n2 o2 T 0 row E � u) C N Nu) 8 0 a O�� c� c F-- 0 u) z o D x m o 0 Q. Y Q q)m w cu x O 0 y= �N ro c E O = c 0 ro 0 � c o� :ro Q JOB NO. 0 o '- ro U 42231cu In p SHEET NO. n o C1.6 In E F (ok (o L INLET Fd � e U CG 2 Ji � a L=� 9 O , cr �V 0 ~ s%d E. O � � d r 3 W _ a � W� O v Ga V Z Sag inlets Only e m a z r a a q o Fi2 4 O z a d CA r 102 D1-1 2.000 0.070 0.83 0.0581 0.00YR1GHl' 0.058 4 0.232 0 0.232 0.0100 0.0208 1.672 2,000 1.19617 0.0833 4.00481 1.000 3.50 0.1458 0.1666 2.971 2.000 0.673 1,000 0.232 0-000 1.671 108 D1-3B 4.000 0.130 0.83 0.1079 0.000'R1GHT 0.1.08 4 0.432 0 0.432 0.0100 0.0208 2.438 2.000 0.82034 0.0833 4.00481 0.999 3.50 0.1458 0.1664 3.861 4.000 1.036 1.000 0.432 Q.000 2.109 110 DI-3C 6.000 0 4 0 0 Back/Lt. 0.00YRIGH1 0.300 0.74 0.222 Ahead/Rt. 0.222 4 0,888 0 0.001 0.021.8 8.780 2.000 0.22779 0.0833 3.8211 3.48 Ahead/Rt. 0.888 0.001 6 0.888 1,407 0.174 0.333 0.522523 3.407 5.379 T > 8.0 ft 1.1.2 DI-3B 4.000 0.160 0.69 0.1104 O'R1GHT 0.11 4 0.44 0 0.440 0.0100 0.0256 2.403 2.000 0.83229 0.0833 3.25391 0,998 3.38 0.1410 0.1664 3.891. 4.000 1.028 1..000. 0.440 01.000 2.1.23 116 DI-3B 4.000 0.160 0.83 0,1328 URIGHT 0.133 4 0.532 0 0.532 0,0100 0.0195 3.161 2.000 0.63271 0.0833 4.27179 0985 3.53 0.1471 0.1645 4,243 4.000 0.943 0.994 0.529 01.003 2.271 118 D1-3B 4.000 0.130 0.82 0.1066 iI I 0.00(YRIGHT 0.107 4 0.428 0 1 0.428 1 0.0100 0.0208 1 2A09 1 2.000 1 0.83022 0.0833 1 4,00481 0.999 1 3.50 1 0.1458 1 0.1665 1 3.845 4A00 1.040 1.000 0,428 0.000 2.101 C �a V 70 O w O Ur N U! L Z a0 O C T � E O C N Co C U Z N 0m O. X 'r- a) N O ME a) 0 O O LL Y O '§ Q 0) N c � Y fA (4 7 N U O � O_ :Fi 2 N ip O O y V G � E a 7 = V N aO -a-- a) a a •U9 Co O N O N ,O c0 U a 2 G + Co N /1 O = O Cu U Q- O a) a w 2 N in Milli — ...... ... ....... .. .. . . ...... .. . ...... .. . .. .. .. X x 0 FkF MTMMMMM nnnno, g 'a . flo-i'i x 1 if6haj out p1d s e ; sonty), 4 S It- Re, R Wator Qq, Oy ki,� T r mentVo11,Ame,#.V) bra "TV v tLA 140 R T9. 090, 0 ................................... .................... . .......... . ... . ..... r rrma Qq pur, oso)- WNT 6 iy 160 b biyrj, m A qM UtQv� gj4,'k' nd R joam odge'' . e e I Or -1) Ve 0.1i n,0$,pr.e.adsh et—V rs,ph:3,0. ff eth m 1601.0b, PMP 0.e4gn, S- ds & s ped aa ti AT U t: 2013DraftS. pecs Site Summary T. 6. tat Rainfall.(inj: 43, Acreage.- 1.38 :site Land Cover 'Surnmary r rrma Qq pur, oso)- WNT 6 iy 160 b biyrj, m A qM UtQv� gj4,'k' nd R joam odge'' . e e I Or -1) Ve 0.1i n,0$,pr.e.adsh et—V rs,ph:3,0. ff eth m 1601.0b, PMP 0.e4gn, S- ds & s ped aa ti AT U t: 2013DraftS. pecs Site Summary T. 6. tat Rainfall.(inj: 43, Acreage.- 1.38 :site Land Cover 'Surnmary Prd.,`-Re"b0Ve top ment Land Cover (acres) Hs, $0114 r, Sol is D at(, s Forest/Open (acres), 0,00 Oko MapaggATurf (acres) 0100, 4-00 0.51 frnhor:416usfo'ver facresi 000 t),f}0 Mo 0.87 .... .. .... A4 p ......... p p %df Tdia[ 0, 37, 63, 100 iiqq„ofToitaf A so! Is 1B S01.1 �Csolls D So* Totals. 1 est/01- p I eri (acres) 0.00 0.00 MO. Managed Turf (acr , e A 0-00 0.00 01.3� 0! 3 2 213, pgry.loys py.,,er(a0res) T boo b4 b qoq! ilqo- I-00 Site Tv 01andCover jN,p't�r-1,tit. - Huai ft-st-Devel I opment (Post-Apbevetopment Post- Rost- A01usted Prle�- ;&.,New,, (niper4lous),, 9eDevej.ppMept ew tmpervious) p a to 'Site RV 0.7 0.76 0.55 0 .16, � Treatment 'Vol u M e,(W3Y ,546 8 3,251 '655 3,2-ql T ,P,Loagf (t /yr)'� 4 'r 5, ; 2.07 Tots[ TP LdadRed�uctia.�oIR.'er,oUrlid,d` 7 041 /'y' r) k Pr F — I Posi-Dev6lopment Load Ina &NOW Im Oe. r v d u -s I Rd.pevel Qpment TN Loaf[ (1b/yj 17,74 15.57 SiteComp nce, ummary % ft6dUl 11 . r r , -.­ :Q dion d M, � :R,0401,re� :RW0w!i Pre-ke Total R.ur►Off Volume Reduction, 00 TO: alTP: Totj0- la'.[IN,: Q "eclUcnA."b. py.01011 '0 A/ y rt,iniA: A P Air: E �o A �.,(c,*)v 0 A iVianaed Turf (acres} 0a.00 0100 0,00 0.,00 irrtp 0 9 Q DO l ®r t 'if n't " S eaj; om D, e4m "ar_r, % Tv!,L.044 'Re"dUced ...a0 - T"N r Q.00 mtnaiw PgryJ0,us eq jp, Rent yq :�Aeo , C ', Uv, * fq'p �P#j PY lY 'ypr .� (acres},_ i ' P s114sf w m Ln E " 0 r,J u m Vl 0 E LU r r- 0 E LU C, L, U" 0 z UJ or)C, 11:01 CL � w Ln 'I., . 0 C, 1, (j) � ru u U) 0 LU � C) C) Ln 0 F- w C) -a q 5 > 0 C:) LU ri 00 C) -j C) LU U) 0 0 LU > LU u 2! 0 DATE 0711612019 0 >- I DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE NIA ui > z 0 LuI) :D C) o>� C) 0 u u C) LU < 001-0 O N OO D JOB NO. 42231 SHEET NO. C1. 9 1 5 6 ll ll 0 LD 0 L M"t I(T EXIST. 8" SSWR PIPE CONTRACTOR SHALL VERIFY DEPTH PRIOR TO THE START OF CONSTRUCTION - STA 11 +28.09 450 BEND STA 10+34.63 STA 10+03.03 STA 10+98.57 STA 11+71.81 470 45° BENDI 470 470 900 BEND 900 BEND 450 BEND PROPOSED GRADE 465 465 EXISTING 3' MIN. GRADE 460 460 1" TYPE COPPER 455 455 STORM PIPE 109 450 450 - STUB OUT FOR FUTURE CONNECTION 9+50 10+00 11+00 11+50 FUTURE WATERLINE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 TRAFFIC RATED CLEANOUT TRAFFIC RATED CLEANOUT STA"(4-3) STA 10+16.88 T TOP 465.22 6 INV IN 4 INV IN 461.63 (BLDG-6) INV IN 4 INV OUT 461.63 (6-4) INV OUT 4 STA 12+55.14 90° BEND 470 PR POSED GRADE 465 465 EXISTING GRADE �3' IN. I f 460 � 1.5' TIE BUI O DING 460 1.5' MIN. MIN k\- STORM 1"TYPE ` 455 COPPER PIPE 109 P 455 TIE TO EXIST. 8" SSWR PIPE STUB OUT CONTRACTOR SHALL VERIFY DEPTH PRIOR TO THE START OF CONSTRUCTION 450 450 9+50 10+00 11+00 12+00 DOMESTIC WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 TRAFFIC RATED CLEANOUT STA 11 +47.35 TOP 463.83 INV IN 459.02 (4-3) INV OUT 459.02 (3-2) TRAFFIC RATED CLEANOUT , 0 ,STA 11+73.33 TOP 463.46 CLEANOUT INV IN 458.50 (3-2) STA 12+61.70 INV OUT 458.50 (2-1) 1 TOP 460.86 INV IN 456.73 (2-1) INV OUT 456.73 (1- EX. VAULT) CLEANOUT STA 10+00.00 5 TOP 464.94 INV OUT 460.60 (5, 4) 47n 470 PROP. ROOF LEADER PROPOSED 465 GRADE 465 EXISTINI GRADE MIN. , PROP. 460- ' GAS LI E 460 .2 BLDG- 6-4 EXISTING PROP. SANI ARY 16.88' O 96.68' OF VAULT SERVICE T „ 4 SDR@ PVCDO° 4" SDR-26 VC 1' 3-2 CONNECT O EXIST. 2 @ 2. 0% MIN. 25.98' OF MIN VAULT AND 8" MAIN 455 4-3 � 455 33.79' OF @ 2.00% 4" SDR-26 PVC STORM 1- EX. 1 AULT @ 2.00% PIPE 113 2-1 47. 6' OF STORM 88.37' OF 4" SDR-2'- PVC PIPE 105 4" SDR-26 VC @ 2.00% 450 2. 0% 450 9+50 10+00 11+00 12+00 13+00 SANITARY 6 - EXISTING VAULT HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 d cc 14+00 14+50 13+00 13+50 0 50 PROFILE SCALE TRAFFIC RATED CLEANOUT r+22.87 4.25 459.70 (6-4) 460.14 (5-4) T 459.70 (4-3) 470 PROPOSED GRADE 465 465 EX STING GRADE 460 460 5- V MIN. 22'87 O STORM 4" SDR-26 PV PIPE RD1 @ 2.00°f 455 455 450 450 9+50 10+00 11+00 SANITARY 5 - 4 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Lo E N 0 N V M > E uj c ~ E � Q v W ova W CDz dU. o O Lu Lu O Ln z0cn`0 0U a '-' a ova Lu CLo On- Ln H w o �� w ma o a, _j00 O J O Lu,-IE- U _ F- 0 w > w w � = Q U Q Q z O DATE 0711612019 O DRAWN BY r A. FONTAINE DESIGNED BY • A. ALLISON CHECKED BY C. SHIFFLETT ® SCALE AS SHOWN W J E� rr> VI uj r C/) O W J D O O n- Q u w m uj Q z0 z N 0 O Tm < 4 JOB NO. 42231 SHEET NO. C2.0 0 0 cn 0 0 2- Lo to a Lo a� n 0 _ 0 C tC tf ca a 0 O °- �0 a� 20 CL 2z �0 o c� c u E o Z) o= zto 0 a g x F- a� a� o Z o .§ 0-0) N c Y fN m Xo y2 �N �o �!7 U N E � 7 0 U N O a N f0 �U 4 O = N o w U -0 2 ca caU) cno 0 U f9 O a2 H_ U. (a i 'll Lei 5 RI� A Or% HEIGHT OF OBJECT = 3. FT SURFACE DATA SURFA�E DATA 0 ' SIGHT pis T� (FROM IS) (FROMrURVEY) HEIGHT OF 475 `'- E - LEFT EYE = 3.5 FT 475 1 — — -- — - o --- 183 slG p�sTA HEIGHT OBJECT = 3.5 9F T BHT CE ' 470 RIGHT � 470 E ISTING s `'' --� GRADE- -,, 465 465 FINISHED GRADE j EXISTING 460 I GRADE 460 455 I 455 9+50 10+00 11+00 12+00 13+00 WESTFIELD PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 14+00 15+00 f " f I I .� - -•.- ^, \°o, ,,„, .� -~- _"y.,. , .."`°m.. \ \ t d t � \\ ; \� t t `` ... d 1 " p r -10+00 - ISITPH LID ROAD+65. pc la f 11 +0() - 11 + d EED L t ' rr A fl�`�k ' ✓ �ObtD� " } "r w_ ----F--_�50 d _ { co 12+0 { IX d a. \ o uo �\ a Ir It s r \ \ t! r , � .� t J r l ✓! � •j t b 4`, ° `;,i d � \l, SCALE �1"=40'NOR tl t ✓! t d } i �� r 0 40' ` 80' ' t ! ° t } \ co`,� " d cop ! txNCO �r i ✓' s , k a 1 `t a _- ; \ 'a 4Rn A O!1 HEIGHT OF OBJECT = 3. 5 FT 475 4 75 SURFACE DATA SUF FACE DATA (FR M GIS) (FR M SURVEY) 470 -� 470 DisT NCE 'LEFT 465 _` } 465 HEIGHT OBJECT OF 3.5 FT 460 � E ISTING '`` �.jjj 460 UWADE 455 455 FINISHED GRADE 450 450 9+50 10+00 11+00 12+00 13+00 14+00 ROUTE 29 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 0 50 PROFILE SCALE ! t t f s i`---- - --- { - oo 10+5 0 - 114 ,0 1 ,�+ 502-L co t y 1 £' 13+00 _ y y/. t tL •i"+, aa`>rH" .w er^... fG---- / t\ ✓ ".'"r "C }"-' ....."MM""C:�d I ..-..� ii I< ,..'e4 10 °"'°460 .�-..Rc- I t m i1r1 ff / N S„rI1r1.46�. — 45g { g I d d!t d}11 d �� �,� { t d t 1 Id 1111'� { i d t r ' .. .. 1 I I d d d ! I d ,; �o q6,� 6 3 �01 p o t!d o"' ✓/ r 'sue I t d a j r� } ?' I d t dt1 t'1 J 1 .1 �,• r " •. ~,,, -- ! t f f ' /" s� -� d / } t /t el d`' � d ' f d t ✓ ."_ ..'r r l,jldd t f d d �' es`'� �� } 1 �} } f }� N �l�It 1 ft h1/ 1�� /// ' f 1 pl/t`� .r .." / d � " �aa.} d \ .� ',, -`- .W _s�>• � p {% } � t .... _.. �! /// 1 �d f 1/✓ '_ _ _ ° r 1 gs� . ^ u 46466t f d t f ! x _ -01 I , 01 ' �,• 4 &-- _ �� _ \ " .ti ^ry " § ' d 1 i 0t Lo E N p N u M N � > � w E 7 3 v W p U jR -1 N _ `LL O o -1 z �u IJJ M O O z0cnC) a00 f a v fu O U � a Q ruo a. Ln z vo H -= oN w mo r1r, �00 o-j oF- c� O 0 w > w w � Q z O DATE t~n H > 0711612019 O DRAWN BY >-I E A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN W J V 1 W O> J wz Qo w 7iJ a V LLu m W Q z O N O M, JOB NO. 42231 SHEET NO. C2.2 a (oIC,I(y 11 I NOTE: PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED try UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE / a REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY O - t REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR / OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING w�r THE PREVIOUS DEMOLITION ACTIVITIES OR INDICATED BELOW. ` 1 ° r �G�r REI ?11J_1-2ae`,u, ? ;ti� l r rr4' ��R�EL Imo: .3. 14, �� Ca �'�� i' 3 ? ? a LAtf a dli AD E?�iALIN�- �.�FORT LLC: l !! UWE- HOTEL / � ? v?�a � � r�f f i � � D. 2244, r �S 4 t fi I 3I Y >� ! T66» u6E: RETAIL. 1 it HIGHIA, COMMERCIAL TONE s r r- _...—.. �-..:'°..« .. T-3 3 C-1 COMMERCIAL ZONE � , !f/ f f tih / Ir � _ � _ ';.: _ `�. -36.'' "� #'36 asPd+ r (2)T-6' "• �' Pa is % ? T -6 '� . . . .' . . . .' '.' � :� l � . 1 • . ' -REMOVE ' •.4'•.`�••:•:. . • .`� ' . �' • •�` • ' • �• � s h ,. _, OI` � / c; - ! ,. CONCRETE ' ?ai stEt S #sd�€I� 4 rU!i i i 4 �. ` • ... 1546, 1 # f PAD'-* USE- RETAIL �� i ? / ! l # t. LANDS N/F Llt;dz�'. !Tyr .cam-' PIS Ir�li `t ! ird�6�,T ION. � . '. � i \ � ! � �•�.�:.'.`.••.'.'Pn►�€r.'.•.'.'.'.•.'. .. .'�h'•'Asvfratr.�'.'.'.'•. ••' � '' REMOVE �. +`. i , t . . PAbf�fENT.. 1 All TREES , , • 43r -. - . ' EMOVE p^��' 1 / I�.�IDE A MAIN EA E3 iEEINTrya t / CONCRETE � , s PER P,DS �.1'1, 'r. 341 � f I � � ��`' ti 4! � -BASE : \ t . f ' r (f ! 1 : SAWCUT err' •' . . :\ .':'.' •'. T_3p• } BASE' l' / . 1�y�v'�,Y If r f� .'.'. ��..' 1. �• \.--'o(3)T3 ,! AS IALT 4 T 9 aa, PtM14IMm-, % > tag d , GRASS i to ? N. �. �-- � � � �! ! � ! � �, t Grams ".-It?, ... ' • . I . • • . • •. I : • • ' • ?' • '. • • '• y , • 43 HOLLY A,6 MAIN ,�6EP' EIN h j PER O . IV Z �, . 113 4�(.��a ..� ' � h.'. r (r�.' . I . .' . t.' . . %�y•,,!! ASPHALT . ' '• ' 1. ' . ' �� d s f� 4,g MA'SaI ` IIIL0i # n��f ��a� ��> d ,� »alp! / # f • ', .�. ' �. iI . •. • . y .•�., • '• •• � • ' .t' : �• • ' � � �, �'P t� APPROXIMATE L04�'A I I(I (F : ?. ' I v, 1 . _T 40'~ A ' 46 > f j 1f•' GAS LINES. _ _- / / s( t \ r REMOVE ', ! . , �, • 1 ' 'f • ;ASPHALT. � PAVEMENT ', �.;, ' I . t ` GRA , , . .•.' :.' • .. : ;.'.'. •.'.'a' . . ... . •.•.. .'./ It t . . , . ...... • . • ... T 40 .. f l '. �. REMOVE • . s J h (4)T-7� ! i . CONCRETE .. 1 t . ' . ' . ', �. \1 - lUP ! ! 1 t �: .RAMP•'' $' . .' .' .' . !/ ' RELOCATE I GAS POLE 1 t\ �. ' T. - } j ,� ------ / s Ass j, • , I 1 . / %� POLE GAS``- -20 . ' REMOVE ' . ' I` . ' . ' . ' . ' . . • .1. ' . 1' . ' �p` S.;f�*sH g 1 t €��f=aw A5MAEr # 1 e O ADJUST TOP . LIGHT, . . . . VQ PAVE°E'aT _ / fIEC• ' • ' J . .e I / i r AS NEEDED 45' HOLL • ', , . . . . . '..SANII`ARY•SEWER. t• uarr• ' L 4 HOL,'1 t4 Wt mu/ ___ _.� _ __ _� __ __ __ - _ _ — _ TO REMAIN L _ _ ? ' s _ S __.._. i J f ` ^,, ,� S 4 ,.,x.„,' #. n ct mm. -+'•-` •----•— .'-» • `rl �r t7rf�#,._...._— ya...•.....,. .rsa'a��2` (%)%�lV 4 .1 f C ) rj L a GRASS '• �i'% •t%`.'S P!: `'` `' : s -. r3!SAiV •--7. �!— A11. Fi t (w) &V = Y aA(c) 4 YAd T "--- _ _ " aAN _ W. `:. r nt i . # • '. / srl mn --• ASPHALT . ' f • .. � -�.,� 3T _� _ % f HPORTION OF 10" WATER MAIN r . Pa►�u�rrr . 1. j. / a — :REMOVE $ . ` µ �µ " (r?f tN�=rt.t 4 /Gas ..~� O TO BE RELOCATED FOR p / _ �. 4 1 INLET • ' . SP ' & I'• '. t far `v 4 RELOCATE f`�;` `PROPOSED STORM PIPE ? 3 f ` ' ! GRASs ' t t GAS P LE l GRASS » REM�?VE PIPE sr"MH i'• ¢ 1r � ` �.. / d % i GRASS VAULT R€1k4�05o w ' 1 . 1 / b'j `A Plod 1B! B 0• t dNV-t58.52 r f __- _ -- - Flra._ — C1i1. - - HP------- �� Ohii' Of i $— Of # ..•.. - t %- 1 ei STcsA€t �- - 10"VV ucAr rr �eaI �` # > I. � _ -' .—_-.. ,�,s�•� ' _ _ � �. ter` _ SAWCUT _ , . _ , -'"_..__--�-_.-•-..----_--w-..._ ` _ -. L 7FA€Ti "' " TGRN NH COO CURB W GU .w €NV=451.J4 SAWCUT > r a RELOC,A°f'E POWER POLE >� CON RACTOR TO COORDINATE REMOVE STORM INLET WITH WIT H DOMINION ENERGY STD MH-1 TOP. REFER TO FINAL REMOVE PORTION OF CAB AND GUTTER > > NT GRADING PLAN FOR ELEVATION. > 4 i r UTILITY R PA , 411, t '" '° % > PER �4"il �. 12 ! / ` ' U. _� 9 f t r T- T GRASS sz � Ai{ t o MAT ~«� 1t ��� . 44.,. �, j ► 1 ✓ r �. ` REMOVE�1,. > CONCRETE CURB > AND GUTTER > ! ? ! i 0 ✓� eass &tdAd - GRASS YmAlll 9455 MEMO LEGEND: REMOVE CONCRETE REMOVE ASPHALT REMOVE TREE SAW CUT r SCALE 1 "=20' 0 20' 40' Ln E. N NS m 'i rA 0 > E Lu H c E Q u W p U wlu-1—� aoo-z Lu W m o O z o O cn d- °° a U 0 3: LL Lu p i cn o a o z H Ln F- a) o H W o mo tY _j00 o_j O H ui (D x F- p w w w F- U t� 4 z 0 H DATE 0711612019 0 DRAWN BY A. FONTAINE DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20` Lu J J H U) W az 0 > Q J J n' oC z u < ui (,,) � O w C2al W d W z 0 O N O D JOB NO. 42231 SHEET NO. D1.0 U) L GENERAL NOTES PRE -CONSTRUCTION • • • • HEIGHT VARIES WITH PL 12" MIN. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWL� SOILS. DO NOT COVER T THE ROOTBALL ROOTFLARE SHALL ABOVE FINISH PRUNE 1:1 SLOPE Of PLAN SCARIFY SIDES BEFORE PLACE ROI UNEXCAVATED OR TA MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT V 1ll1 Y1L 1 -1 DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP % OF BALL BACKFILL NATIVE SOIL.NTING PIT NCORPORAITE , —� _ --^ _ y- -- --- SLOW -RELEASE GRANULAR — — --- I� ( --- �._._._._._ . _._._._._._.. ._._._.__._. ._._...._._._.. ;._._._._._._.I _^^ FERTILIZER i B&B CONTAINER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF BET HER 2 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. 397 GIN PRN 9 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 3.5" CAL. 20 PLA ACE 6 PLATANUS X ACERIFOLIA LONDON PLANE TREE 2.5" CAL. 422 QUE BIC 13 1 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. 339 ULM ALL 16 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. 1299 FLOWERING TREES I CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF MAG SWE 117 1 MAGNOLIA VIRGINIANA ISWEETBAY 2" CAL. 1100 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ILE INK 45 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. ILE WIN 51 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. ITA VIR 75 ITEA VIRGINICA VIRGINIA WILLOW 24" HT,/SPRD. SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING ITE SPR 51 ITEA VIRGINICA'SPRICH' VIRGINIA SWEETSPIRE 24" HT,/SPRD. 30" O.C. PAN SHN 45 PANICUM VIRGATUM 'SHENANDOAH' SWITCH GRASS 24" HT./SPRD. 30" o.c. GROUND COVERS I QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE SPACING CAR SED 1210 1 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 18" O.C. HYP PER 40 1 HYPERICUM PERFORATUM ST. JOHN'S WORT 1 GAL. 18" O.C. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 301.5 LF 1 LG TREE PER 35 LF 301.5/35 = 8.6 9 LG TREES 9 LG TREES WESTFIELD ROAD 232.64 LF 1 LG TREE PER 40 LF 232.64/40 = 5.8 6 LG TREES 6 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 28,639.13 SF 28,639.13 x .05 = 1,431.96 SF 1,432 SF 3,409 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 55 PARKING SPACES 55/10 = 5.5 6 LG. OR MED. SHADE TREES 11 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,186 SF 10,040 SF AREA) = 6,185.52 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -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. 17 . INK W.'III w 149M 7/16/19 U tipE AR Ln E N N 0 M N � >E w E 1­- E 3 <C W u 3 p U Ld F, _ � LA, O ¢�00'-i w W M a- ~ � Ln Ha80 a �0 p� �o aLn _ �1O � v a �o � N mo ,_j00 o .j o w vi O (D Z) F- p w w U Q z O V) 0 DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE NTS W J H > U) I Uj Q ui O a >} 0 06 <wO O =Qz U w W m a � U w O z N Q O JOB NO. 42231 SHEET NO. L2.0 0